Huron - DATASHEETS.pdf

The NGS Data Sheet HURON

1 National Geodetic Survey, Retrieval Date = OCTOBER 24, 2007

MC0940 ***********************************************************************

MC0940 DESIGNATION - B 321

MC0940 PID - MC0940

MC0940 STATE/COUNTY- OH/ERIE

MC0940 USGS QUAD - HURON (1979)

MC0940

MC0940 *CURRENT SURVEY CONTROL

MC0940 ___________________________________________________________________

MC0940* NAD 83(1986)- 41 23 24. (N) 082 33 25. (W) SCALED

MC0940* NAVD 88 - 180.815 (meters) 593.22 (feet) ADJUSTED

MC0940 ___________________________________________________________________

MC0940 GEOID HEIGHT- -35.07 (meters) GEOID03 MC0940 DYNAMIC HT - 180.741 (meters) 592.98 (feet) COMP IGLD 85 180.745 (meters) 592.996 (feet) MC0940 MODELED GRAV- 980,211.0 (mgal) NAVD 88

MC0940

MC0940 VERT ORDER - FIRST CLASS II

MC0940

MC0940.The horizontal coordinates were scaled from a topographic map and have MC0940.an estimated accuracy of +/- 6 seconds.

MC0940

MC0940.The orthometric height was determined by differential leveling MC0940.and adjusted by the in June 1991.

MC0940

MC0940.The geoid height was determined by GEOID03.

MC0940

MC0940.The dynamic height is computed by dividing the NAVD 88 MC0940.geopotential number by the normal gravity value computed on the MC0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 MC0940.degrees latitude (g = 980.6199 gals.).

MC0940

MC0940.The modeled gravity was interpolated from observed gravity values.

MC0940

MC0940; North East Units Estimated Accuracy MC0940;SPC OH N - 191,370. 595,240. MT (+/- 180 meters Scaled)

MC0940

MC0940 SUPERSEDED SURVEY CONTROL

MC0940

MC0940 NGVD 29 (06/03/92) 181.042 (m) 593.97 (f) ADJUSTED 1 2

MC0940

MC0940.Superseded values are not recommended for survey control.

MC0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.

MC0940.See file dsdata.txt to determine how the superseded data were derived.

MC0940

MC0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF698832(NAD 83)

MC0940_MARKER: I = METAL ROD

MC0940_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)

MC0940_SP_SET: STAINLESS STEEL ROD IN SLEEVE

MC0940_STAMPING: B 321 1980

MC0940_PROJECTION: FLUSH

MC0940_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD

MC0940+STABILITY: POSITION/ELEVATION WELL

MC0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

MC0940+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2004 MC0940_ROD/PIPE-DEPTH: 11.3 meters MC0940_SLEEVE-DEPTH : 3.0 meters

MC0940

MC0940 HISTORY - Date Condition Report By

MC0940 HISTORY - 1980 MONUMENTED NGS

MC0940 HISTORY - 20040818 GOOD OHDT

MC0940

MC0940 STATION DESCRIPTION

MC0940

MC0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980

MC0940'IN HURON.

MC0940'IN HURON, AT THE CITY OF HURON FIRE DIVISION 413 MAIN STREET, SET IN

MC0940'THE FRONT LAWN AND IS SOUTHEAST OF THE CONCRETE BASE OF A METAL FLAG

MC0940'POLE FOR THE FIRE DIVISION BUILDING, 0.16 KILOMETER (0.10 MILE)

MC0940'NORTHEAST OF THE JUNCTION OF CLEVELAND ROAD (US HIGHWAY 6 AND STATE

MC0940'HIGHWAY 2, 16.6 METERS (54.4 FEET) NORTHWEST OF THE CENTER LINE OF

MC0940'MAIN STREET, 8.5 METERS (27.9 FEET) SOUTH OF THE EAST CORNER OF THE

MC0940'FIRE DIVISION BUILDING, 4.05 METERS (13.3 FEET) NORTHWEST OF THE

MC0940'NORTHWEST EDGE OF THE CONCRETE DRIVEWAY FOR THE ENGINE HOUSE, 1.01

MC0940'METERS (3.3 FEET) EAST OF THE SOUTH CORNER OF THE 3 BY 3-FOOT CONCRETE

MC0940'BASE OF THE METAL FLAG POLE.

MC0940'THE MARK IS ABOVE LEVEL WITH GROUND.

MC0940

MC0940 STATION RECOVERY (2004)

MC0940

MC0940'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)

MC0940'RECOVERED IN GOOD CONDITION.

MC0936 ***********************************************************************

MC0936 DESIGNATION - HURON RM 3 – Used for Level Runs

MC0936 PID - MC0936

MC0936 STATE/COUNTY- OH/ERIE

MC0936 USGS QUAD - HURON (1979)

MC0936

MC0936 *CURRENT SURVEY CONTROL

MC0936 ___________________________________________________________________

MC0936* NAD 83(1986)- 41 23 24. (N) 082 33 21. (W) SCALED

MC0936* NAVD 88 - 181.826 (meters) 596.54 (feet) ADJUSTED

MC0936 ___________________________________________________________________

MC0936 GEOID HEIGHT- -35.07 (meters) GEOID03 MC0936 DYNAMIC HT - 181.751 (meters) 596.29 (feet) COMP IGLD 85 181.756 (meters) 596.311 (feet) MC0936 MODELED GRAV- 980,211.1 (mgal) NAVD 88

MC0936

MC0936 VERT ORDER - FIRST CLASS II

MC0936

MC0936.The horizontal coordinates were scaled from a topographic map and have MC0936.an estimated accuracy of +/- 6 seconds.

MC0936

MC0936.The orthometric height was determined by differential leveling MC0936.and adjusted by the in June 1991.

MC0936

MC0936.The geoid height was determined by GEOID03.

MC0936

MC0936.The dynamic height is computed by dividing the NAVD 88 MC0936.geopotential number by the normal gravity value computed on the MC0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 MC0936.degrees latitude (g = 980.6199 gals.).

MC0936

MC0936.The modeled gravity was interpolated from observed gravity values.

MC0936

MC0936; North East Units Estimated Accuracy MC0936;SPC OH N - 191,370. 595,330. MT (+/- 180 meters Scaled)

MC0936

MC0936 SUPERSEDED SURVEY CONTROL

MC0936

MC0936 NGVD 29 (06/03/92) 182.054 (m) 597.29 (f) ADJUSTED 1 2

MC0936

MC0936.Superseded values are not recommended for survey control.

MC0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.

MC0936.See file dsdata.txt to determine how the superseded data were derived.

MC0936

MC0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF699832(NAD 83)

MC0936_MARKER: DR = REFERENCE MARK DISK

MC0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT

MC0936_SP_SET: CONCRETE POST

MC0936_STAMPING: HURON 1956 NO 3 1970

MC0936_MARK LOGO: NGS

MC0936_PROJECTION: PROJECTING 8 CENTIMETERS

MC0936_MAGNETIC: N = NO MAGNETIC MATERIAL

MC0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO

MC0936+STABILITY: SURFACE MOTION

MC0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

MC0936+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2004

MC0936

MC0936 HISTORY - Date Condition Report By

MC0936 HISTORY - 1970 MONUMENTED NGS

MC0936 HISTORY - 1980 GOOD NGS

MC0936 HISTORY - 19841011 GOOD NGS

MC0936 HISTORY - 20040818 GOOD OHDT

MC0936

MC0936 STATION DESCRIPTION

MC0936

MC0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980

MC0936'IN HURON.

MC0936'THE MARK IS 0.5 M BELOW HIGHWAY.

MC0936'IN HURON, NEAR THE WEST END OF THE US HIGHWAY 6 AND STATE HIGHWAY 2

MC0936'BRIDGE OVER THE HURON RIVER, SET IN THE GRASSY AREA ON THE SOUTH SIDE

MC0936'OF THE EASTBOUND LANES OF THE HIGHWAY, 13.8 METERS (45 FEET) EAST OF

MC0936'THE CENTER OF A DRIVEWAY LEADING TO THE ERIE TIRE COMPANY, 19.1 METERS

MC0936'(62.8 FEET) SOUTH OF STATION MARK HURON, 9.1 METERS (30.0 FEET)

MC0936'SOUTHWEST OF A METAL LIGHT POLE, 2.1 METERS (7.0 FEET) NORTHEAST OF A

MC0936'POWER POLE, 2.7 METERS (9.0 FEET) SOUTH OF THE SOUTH EDGE OF A

MC0936'SIDEWALK.

MC0936'THE MARK IS 0.3 METERS N FROM A WITNESS POST.

MC0936

MC0936 STATION RECOVERY (1984)

MC0936

MC0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984

MC0936'AT THE EAST EDGE OF HURON, 39 M (128.0 FT) WEST OF THE WEST END OF

MC0936'THE US HIGHWAY 6 AND STATE HIGHWAY 2 BRIDGE OVER THE HURON RIVER,

MC0936'19.4 M (63.6 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 2.4 M

MC0936'(7.9 FT) EAST-NORTHEAST OF UTILITY POLE NUMBER 50.

MC0936

MC0936 STATION RECOVERY (2004)

MC0936

MC0936'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)

MC0936'RECOVERED IN GOOD CONDITION.

MC0941 ***********************************************************************

MC0941 DESIGNATION - 906 3074 PO – Used for Level Runs

MC0941 PID - MC0941

MC0941 STATE/COUNTY- OH/ERIE

MC0941 USGS QUAD - HURON (1979)

MC0941

MC0941 *CURRENT SURVEY CONTROL

MC0941 ___________________________________________________________________

MC0941* NAD 83(1986)- 41 23 46. (N) 082 33 10. (W) SCALED

MC0941* NAVD 88 - 177.080 (meters) 580.97 (feet) ADJUSTED

MC0941 ___________________________________________________________________

MC0941 GEOID HEIGHT- -35.07 (meters) GEOID03 MC0941 DYNAMIC HT - 177.007 (meters) 580.73 (feet) COMP IGLD 85 177.008 (meters) 580.747 (feet) MC0941 MODELED GRAV- 980,212.2 (mgal) NAVD 88

MC0941

MC0941 VERT ORDER - FIRST CLASS II

MC0941

MC0941.The horizontal coordinates were scaled from a topographic map and have MC0941.an estimated accuracy of +/- 6 seconds.

MC0941

MC0941.The orthometric height was determined by differential leveling MC0941.and adjusted by the in June 1991.

MC0941

MC0941.The geoid height was determined by GEOID03.

MC0941

MC0941.The dynamic height is computed by dividing the NAVD 88 MC0941.geopotential number by the normal gravity value computed on the MC0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 MC0941.degrees latitude (g = 980.6199 gals.).

MC0941

MC0941.The modeled gravity was interpolated from observed gravity values.

MC0941

MC0941; North East Units Estimated Accuracy MC0941;SPC OH N - 192,050. 595,590. MT (+/- 180 meters Scaled)

MC0941

MC0941 SUPERSEDED SURVEY CONTROL

MC0941

MC0941 NGVD 29 (06/03/92) 177.308 (m) 581.72 (f) ADJUSTED 1 2

MC0941

MC0941.Superseded values are not recommended for survey control.

MC0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.

MC0941.See file dsdata.txt to determine how the superseded data were derived.

MC0941

MC0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF701838(NAD 83)

MC0941_MARKER: B = BOLT

MC0941_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES

MC0941_SP_SET: WALL

MC0941_STAMPING: P.O.

MC0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO

MC0941+STABILITY: SURFACE MOTION

MC0941

MC0941 HISTORY - Date Condition Report By

MC0941 HISTORY - 1973 MONUMENTED NOS

MC0941 HISTORY - 1980 GOOD NGS

MC0941 HISTORY - 20030928 MARK NOT FOUND USPSQD

MC0941 HISTORY - 20040818 MARK NOT FOUND OHDT

MC0941

MC0941 STATION DESCRIPTION

MC0941

MC0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980

MC0941'IN HURON.

MC0941'IN HURON, 0.08 KILOMETER (0.05 MILE) NORTHEAST OF THE JUNCTION OF MAIN

MC0941'AND SOUTH STREET, SET VERTICALLY IN THE NORTHEAST FACE OF THE

MC0941'PROFESSIONAL ARTS CENTER, 17.6 METERS (57.8 FEET) SOUTHEAST OF THE

MC0941'WEST CORNER OF THE BUILDING, 2.2 METERS (7.1 FEET) NORTHWEST OF THE

MC0941'EAST CORNER OF THE MAIN PART OF THE BUILDING.

MC0941'THE MARK IS 1.5 M ABOVE SIDEWALK.

MC0941

MC0941 STATION RECOVERY (2003)

MC0941

MC0941'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)

MC0941'BLDG IS NOW THE RIVERVIEW SPORTS CAFE AND BOWLING ALLEY

MC0941'

MC0941

MC0941 STATION RECOVERY (2004)

MC0941

MC0941'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)

MC0941'MARK FALLS INTO AREA COVERED BY DECORATIVE SIDING. MAY STILL EXIST,

MC0941'BUT UNDER SIDING.

MC0943 ***********************************************************************

MC0943 DESIGNATION - 906 3074 WL 108

MC0943 PID - MC0943

MC0943 STATE/COUNTY- OH/ERIE

MC0943 USGS QUAD - HURON (1979)

MC0943

MC0943 *CURRENT SURVEY CONTROL

MC0943 ___________________________________________________________________

MC0943* NAD 83(1986)- 41 23 53. (N) 082 33 01. (W) SCALED

MC0943* NAVD 88 - 175.549 (meters) 575.95 (feet) ADJUSTED

MC0943 ___________________________________________________________________

MC0943 GEOID HEIGHT- -35.07 (meters) GEOID03 MC0943 DYNAMIC HT - 175.477 (meters) 575.71 (feet) COMP IGLD 85 175.481 (meters) 575.726 (feet) MC0943 MODELED GRAV- 980,212.7 (mgal) NAVD 88

MC0943

MC0943 VERT ORDER - FIRST CLASS II

MC0943

MC0943.The horizontal coordinates were scaled from a topographic map and have MC0943.an estimated accuracy of +/- 6 seconds.

MC0943

MC0943.The orthometric height was determined by differential leveling MC0943.and adjusted by the in June 1991.

MC0943

MC0943.The geoid height was determined by GEOID03.

MC0943

MC0943.The dynamic height is computed by dividing the NAVD 88 MC0943.geopotential number by the normal gravity value computed on the MC0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 MC0943.degrees latitude (g = 980.6199 gals.).

MC0943

MC0943.The modeled gravity was interpolated from observed gravity values.

MC0943

MC0943; North East Units Estimated Accuracy MC0943;SPC OH N - 192,270. 595,800. MT (+/- 180 meters Scaled)

MC0943

MC0943 SUPERSEDED SURVEY CONTROL

MC0943

MC0943 NGVD 29 (06/03/92) 175.777 (m) 576.70 (f) ADJUSTED 1 2

MC0943

MC0943.Superseded values are not recommended for survey control.

MC0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.

MC0943.See file dsdata.txt to determine how the superseded data were derived.

MC0943

MC0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF704841(NAD 83)

MC0943_MARKER: DD = SURVEY DISK

MC0943_SETTING: 36 = SET IN A MASSIVE STRUCTURE

MC0943_SP_SET: CONCRETE PIER

MC0943_STAMPING: WL 108 1935 MCK

MC0943_MARK LOGO: USLS

MC0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL

MC0943

MC0943 HISTORY - Date Condition Report By

MC0943 HISTORY - 1935 MONUMENTED USLS

MC0943 HISTORY - 1980 GOOD NGS

MC0943 HISTORY - 20030928 MARK NOT FOUND USPSQD

MC0943 HISTORY - 20040818 MARK NOT FOUND OHDT

MC0943

MC0943 STATION DESCRIPTION

MC0943

MC0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980

MC0943'IN HURON.

MC0943'IN HURON, AT THE FOOT OF MAIN STREET , AT THE SOUTHWEST END OF THE

MC0943'CONCRETE PIER EXTENDING OUT INTO LAKE ERIE, 31.7 METERS (104 FEET)

MC0943'NORTHEAST OF THE NORTH CORNER OF THE SHOW BOAT RESTAURANT, 0.3 METER

MC0943'(1.0 FOOT) NORTHWEST OF THE SOUTHEAST EDGE OF THE PIER, 0.3 METER

MC0943'(1.0 FOOT) NORTHEAST OF THE SOUTHWEST END OF THE PIER, 2.6 METERS

MC0943'(8.5 FEET) SOUTHEAST OF BENCH MARK S 4.

MC0943'THE MARK IS 0.3 M ABOVE PAVED PARKING AREA.

MC0943

MC0943 STATION RECOVERY (2003)

MC0943

MC0943'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)

MC0943'SHOW BOAT REST. HAS BEEN DEMOLISHED

MC0943

MC0943 STATION RECOVERY (2004)

MC0943

MC0943'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)

MC0943'NEW CONCRETE PIER IN PLACE. FOUND CORPS OF ENGINEERS MARK STAMPED

MC0943'RESET 606.

*** retrieval complete.

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