1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EY2233 *********************************************************************** EY2233 DESIGNATION - AMMONIA NCGS 1966 EY2233 PID - EY2233 EY2233 STATE/COUNTY- NC/PITT EY2233 USGS QUAD - GREENVILLE SW (1981) EY2233 EY2233 *CURRENT SURVEY CONTROL EY2233 ___________________________________________________________________ EY2233* NAD 83(1986)- 35 36 05.78042(N) 077 22 51.09660(W) ADJUSTED EY2233* NAVD 88 - 16.66 (+/-2cm) 54.7 (feet) VERTCON EY2233 ___________________________________________________________________ EY2233 LAPLACE CORR- -2.81 (seconds) DEFLEC99 EY2233 GEOID HEIGHT- -35.87 (meters) GEOID99 EY2233 EY2233 HORZ ORDER - SECOND EY2233 VERT ORDER - THIRD ? (See Below) EY2233 EY2233.The North Carolina/South Carolina HARNS have been completed but, EY2233.due to contractual restrictions, coordinates for these stations EY2233.will NOT be published in the near future. In the interim, the EY2233.published coordinates in North and South Carolina will not be EY2233.consistent with the Continuously Operating Reference Stations EY2233.(CORS). The HARN coordinates for these stations are available EY2233.upon request. Contact Gary Thompson(919-733-3836), or Lewis EY2233.Lapine(803-896-7700). EY2233. EY2233.In addition, the published North and South Carolina positions EY2233.(NAD 83 (1986)) are NOT consistent with those determined in EY2233.adjacent state readjustments. The discontinuity between stations EY2233.located in North or South Carolina and those in adjacent states EY2233.which have been adjusted to the HARN may be as much as 5 EY2233.decimeters. This will result in a significant loss of accuracy EY2233.over lines crossing such state borders. EY2233 EY2233 EY2233.The horizontal coordinates were established by classical geodetic methods EY2233.and adjusted by the National Geodetic Survey in July 1986. EY2233 EY2233.The NAVD 88 height was computed by applying the VERTCON shift value to EY2233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2233.The vertical order pertains to the NGVD 29 superseded value. EY2233 EY2233.The Laplace correction was computed from DEFLEC99 derived deflections. EY2233 EY2233.The geoid height was determined by GEOID99. EY2233 EY2233; North East Units Scale Converg. EY2233;SPC NC - 206,596.627 756,297.094 MT 0.99989118 +0 56 04.3 EY2233;UTM 18 - 3,942,371.685 284,324.498 MT 1.00017325 -1 23 11.6 EY2233 EY2233: Primary Azimuth Mark Grid Az EY2233:SPC NC - STADIUM NCGS 1966 101 12 36.3 EY2233:UTM 18 - STADIUM NCGS 1966 103 31 52.2 EY2233 EY2233|---------------------------------------------------------------------| EY2233| PID Reference Object Distance Geod. Az | EY2233| dddmmss.s | EY2233| EY2226 STADIUM NCGS 1966 APPROX. 1.4 KM 1020840.6 | EY2233| EY2249 NORTH NCGS 1966 218.357 METERS 27844 | EY2233|---------------------------------------------------------------------| EY2233 EY2233 SUPERSEDED SURVEY CONTROL EY2233 EY2233 NAD 27 - 35 36 05.19919(N) 077 22 52.21982(W) AD( ) 2 EY2233 NGVD 29 (07/19/86) 17.02 (m) 55.8 (f) LEVELING 3 EY2233 EY2233.Superseded values are not recommended for survey control. EY2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2233.See file dsdata.txt to determine how the superseded data were derived. EY2233 EY2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8432442372(NAD 83) EY2233_MARKER: DE = TRAVERSE STATION DISK EY2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2233+STABILITY: SURFACE MOTION EY2233 EY2233 HISTORY - Date Condition Report By EY2233 HISTORY - 1966 MONUMENTED NCGS EY2233 HISTORY - 1971 GOOD LOCENG EY2233 HISTORY - 1983 MARK NOT FOUND USPSQD EY2233 HISTORY - 1988 MARK NOT FOUND USPSQD EY2233 HISTORY - 20031026 MARK NOT FOUND USPSQD EY2233 EY2233 STATION DESCRIPTION EY2233 EY2233'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (CBM) EY2233'AMMONIA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY2233'IN THE VICINITY OF GREENVILLE, NORTH CAROLINA. EY2233' EY2233'AMMONIA IS LOCATED APPROXIMATELY 0.35 MILES SOUTH OF THE CENTER EY2233'OF GREENVILLE, N. C. TO REACH STATION PROCEED FROM THE EY2233'INTERSECTION OF DICKINSON AVE. (U.S. 264 BUS. SW) AND 10TH EY2233'ST. (U.S. 264 BUS. E) SOUTH ON RAILROAD ST. ALONG WEST SIDE OF EY2233'ATLANTIC COAST LINE TRACKS FOR 0.4 MILES TO INTERSECTION WITH EY2233'NORFOLK SOUTHERN RAILROAD. THE STATION IS LOCATED IN THE NE EY2233'QUADRANT OF INTERSECTION. EY2233' EY2233'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EY2233'AMMONIA 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2233'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EY2233' EY2233'MARK IS EY2233' EY2233'7.1 FT NE OF NE CORNER OF INTERSECTION EY2233' EY2233'39.15 FT NE OF TP WITH ALUMINUM REF. TAG EY2233' EY2233'35.05 FT NE OF THE S RAILROAD CAUTION SIGN WITH ALUMINUM REF. TAG EY2233' EY2233'60.30 FT SSE OF TP WITH ALUMINUM REF. TAG EY2233' EY2233'27.30 FT NW OF RAILROAD SWITCHING SIGNAL EY2233' EY2233'49.75 FT ENE OF THE C/L OF INTERSECTION OF NORTH RAIL OF NORFOLK EY2233'SOUTHERN AND RAILROAD ST. EY2233 EY2233 STATION RECOVERY (1971) EY2233 EY2233'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 EY2233'STATION WAS SEARCHED FOR AND FOUND IN GOOD CONDITION AS DESCRIBED. EY2233 EY2233 STATION RECOVERY (1983) EY2233 EY2233'RECOVERY NOTE BY US POWER SQUADRON 1983 (JN) EY2233'STATION NOT RECOVERED. EY2233' EY2233'RAILROAD STREET WIDENED. EY2233' EY2233'NEW CURB AND GUTTERING. EY2233' EY2233'2 TELEPHONE POLES ARE GONE WITH REFERENCE TAGS. EY2233' EY2233'RAILROAD SWITCH HAS BEEN REMOVED. EY2233 EY2233 STATION RECOVERY (1988) EY2233 EY2233'RECOVERY NOTE BY US POWER SQUADRON 1988 (JTS) EY2233'MARK NOT FOUND. EY2233 EY2233 STATION RECOVERY (2003) EY2233 EY2233'RECOVERY NOTE BY US POWER SQUADRON 2003 EY2233'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EY2237 *********************************************************************** EY2237 DESIGNATION - DICK NCGS 1966 EY2237 PID - EY2237 EY2237 STATE/COUNTY- NC/PITT EY2237 USGS QUAD - GREENVILLE SW (1981) EY2237 EY2237 *CURRENT SURVEY CONTROL EY2237 ___________________________________________________________________ EY2237* NAD 83(1986)- 35 36 25.79472(N) 077 22 48.26619(W) ADJUSTED EY2237* NAVD 88 - 17.66 (+/-2cm) 57.9 (feet) VERTCON EY2237 ___________________________________________________________________ EY2237 LAPLACE CORR- -2.72 (seconds) DEFLEC99 EY2237 GEOID HEIGHT- -35.86 (meters) GEOID99 EY2237 EY2237 HORZ ORDER - SECOND EY2237 VERT ORDER - THIRD ? (See Below) EY2237 EY2237.The North Carolina/South Carolina HARNS have been completed but, EY2237.due to contractual restrictions, coordinates for these stations EY2237.will NOT be published in the near future. In the interim, the EY2237.published coordinates in North and South Carolina will not be EY2237.consistent with the Continuously Operating Reference Stations EY2237.(CORS). The HARN coordinates for these stations are available EY2237.upon request. Contact Gary Thompson(919-733-3836), or Lewis EY2237.Lapine(803-896-7700). EY2237. EY2237.In addition, the published North and South Carolina positions EY2237.(NAD 83 (1986)) are NOT consistent with those determined in EY2237.adjacent state readjustments. The discontinuity between stations EY2237.located in North or South Carolina and those in adjacent states EY2237.which have been adjusted to the HARN may be as much as 5 EY2237.decimeters. This will result in a significant loss of accuracy EY2237.over lines crossing such state borders. EY2237 EY2237 EY2237.The horizontal coordinates were established by classical geodetic methods EY2237.and adjusted by the National Geodetic Survey in July 1986. EY2237 EY2237.The NAVD 88 height was computed by applying the VERTCON shift value to EY2237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EY2237.The vertical order pertains to the NGVD 29 superseded value. EY2237 EY2237.The Laplace correction was computed from DEFLEC99 derived deflections. EY2237 EY2237.The geoid height was determined by GEOID99. EY2237 EY2237; North East Units Scale Converg. EY2237;SPC NC - 207,214.479 756,358.256 MT 0.99989177 +0 56 05.9 EY2237;UTM 18 - 3,942,986.726 284,410.657 MT 1.00017279 -1 23 10.6 EY2237 EY2237: Primary Azimuth Mark Grid Az EY2237:SPC NC - FIFTH NCGS 1966 007 48 10.5 EY2237:UTM 18 - FIFTH NCGS 1966 010 07 27.0 EY2237 EY2237|---------------------------------------------------------------------| EY2237| PID Reference Object Distance Geod. Az | EY2237| dddmmss.s | EY2237| EY2239 FIFTH NCGS 1966 APPROX. 0.6 KM 0084416.4 | EY2237|---------------------------------------------------------------------| EY2237 EY2237 SUPERSEDED SURVEY CONTROL EY2237 EY2237 NAD 27 - 35 36 25.21385(N) 077 22 49.38859(W) AD( ) 2 EY2237 NGVD 29 (07/19/86) 18.02 (m) 59.1 (f) LEVELING 3 EY2237 EY2237.Superseded values are not recommended for survey control. EY2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EY2237.See file dsdata.txt to determine how the superseded data were derived. EY2237 EY2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8441142987(NAD 83) EY2237_MARKER: DE = TRAVERSE STATION DISK EY2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EY2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EY2237+STABILITY: SURFACE MOTION EY2237 EY2237 HISTORY - Date Condition Report By EY2237 HISTORY - 1966 MONUMENTED NCGS EY2237 HISTORY - 1971 MARK NOT FOUND LOCENG EY2237 HISTORY - 1988 MARK NOT FOUND USPSQD EY2237 HISTORY - 20031026 MARK NOT FOUND USPSQD EY2237 EY2237 STATION DESCRIPTION EY2237 EY2237'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (CBM) EY2237'DICK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EY2237'IN THE VICINITY OF GREENVILLE, NORTH CAROLINA. EY2237' EY2237'DICK IS LOCATED IN THE CENTER OF GREENVILLE. IN WEST SIDE OF EY2237'TRAFFIC ISLAND. AT INTERSECTION OF DICKINSON AVE. (U.S. 264 EY2237'BUS. SW, 10TH ST., U.S. 264 BUS. E), ACL RR AND ALBEMARLE ST., EY2237'BETWEEN WEST RAIL OF RAILROAD SPUR LINE AND Y INTERSECTION. EY2237' EY2237'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EY2237'DICK 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EY2237'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EY2237' EY2237'MARK IS EY2237' EY2237'6.40 FT W OF WEST RAIL OF ACL SPUR LINE EY2237' EY2237'13.20 FT S OF NORTH EDGE OF STORM DRAIN ON SOUTH SIDE OF EY2237'DICKINSON AVE. EY2237' EY2237'13.10 FT SSE OF POWER LINE ANCHOR POLE WITH ALUMINUM REF. TAG EY2237' EY2237'16.70 FT NE OF TP WITH ALUMINUM REF. TAG EY2237' EY2237'50.15 FT SW OF TRAFFIC SIGNAL LIGHT POLE AT NE EDGE OF TRAFFIC EY2237'ISLAND EY2237' EY2237'49.30 FT NW OF TRAFFIC SIGNAL LIGHT POLE AT SE EDGE OF TRAFFIC EY2237'ISLAND EY2237 EY2237 STATION RECOVERY (1971) EY2237 EY2237'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 EY2237'MONUMENT NOT RECOVERED AFTER THOROUGH SEARCH. A HOLE ABOUT 18 IN EY2237'DEEP DUG AT INTERSECTION OF TIES TO NEARBY OBJECTS AND AN EY2237'ELECTRONIC METAL DETECTOR WAS USED. EY2237 EY2237 STATION RECOVERY (1988) EY2237 EY2237'RECOVERY NOTE BY US POWER SQUADRON 1988 (JTS) EY2237'MARK NOT FOUND. EY2237 EY2237 STATION RECOVERY (2003) EY2237 EY2237'RECOVERY NOTE BY US POWER SQUADRON 2003 EY2237'MARK NOT FOUND.