1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AB6821 *********************************************************************** AB6821 CBN - This is a Cooperative Base Network Control Station. AB6821 DESIGNATION - A EARL SMITH AB6821 PID - AB6821 AB6821 STATE/COUNTY- NC/WAKE AB6821 USGS QUAD - APEX (1993) AB6821 AB6821 *CURRENT SURVEY CONTROL AB6821 ___________________________________________________________________ AB6821* NAD 83(1986)- 35 44 57.33288(N) 078 51 09.26815(W) ADJUSTED AB6821* NAVD 88 - 148.840 (meters) 488.32 (feet) ADJUSTED AB6821 ___________________________________________________________________ AB6821 LAPLACE CORR- -5.00 (seconds) DEFLEC99 AB6821 GEOID HEIGHT- -32.15 (meters) GEOID99 AB6821 DYNAMIC HT - 148.711 (meters) 487.90 (feet) COMP AB6821 MODELED GRAV- 979,765.8 (mgal) NAVD 88 AB6821 AB6821 HORZ ORDER - FIRST AB6821 VERT ORDER - SECOND CLASS II AB6821 AB6821.The North Carolina/South Carolina HARNS have been completed but, AB6821.due to contractual restrictions, coordinates for these stations AB6821.will NOT be published in the near future. In the interim, the AB6821.published coordinates in North and South Carolina will not be AB6821.consistent with the Continuously Operating Reference Stations AB6821.(CORS). The HARN coordinates for these stations are available AB6821.upon request. Contact Gary Thompson(919-733-3836), or Lewis AB6821.Lapine(803-896-7700). AB6821. AB6821.In addition, the published North and South Carolina positions AB6821.(NAD 83 (1986)) are NOT consistent with those determined in AB6821.adjacent state readjustments. The discontinuity between stations AB6821.located in North or South Carolina and those in adjacent states AB6821.which have been adjusted to the HARN may be as much as 5 AB6821.decimeters. This will result in a significant loss of accuracy AB6821.over lines crossing such state borders. AB6821 AB6821 AB6821.The horizontal coordinates were established by GPS observations AB6821.and adjusted by the National Geodetic Survey in March 1998. AB6821 AB6821.The orthometric height was determined by differential leveling AB6821.and adjusted by the National Geodetic Survey in December 2000. AB6821.No vertical observational check was made to the station. AB6821 AB6821.The Laplace correction was computed from DEFLEC99 derived deflections. AB6821 AB6821.The geoid height was determined by GEOID99. AB6821 AB6821.The dynamic height is computed by dividing the NAVD 88 AB6821.geopotential number by the normal gravity value computed on the AB6821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB6821.degrees latitude (g = 980.6199 gals.). AB6821 AB6821.The modeled gravity was interpolated from observed gravity values. AB6821 AB6821; North East Units Scale Converg. AB6821;SPC NC - 221,791.122 622,934.396 MT 0.99991020 +0 05 06.3 AB6821;UTM 17 - 3,958,264.643 694,167.719 MT 1.00006459 +1 15 18.0 AB6821 AB6821 SUPERSEDED SURVEY CONTROL AB6821 AB6821 NAD 83(1986)- 35 44 57.33514(N) 078 51 09.26741(W) AD( ) 1 AB6821 NGVD 29 (03/10/98) 149.1 (m) 489. (f) GPS OBS AB6821 AB6821.Superseded values are not recommended for survey control. AB6821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB6821.See file dsdata.txt to determine how the superseded data were derived. AB6821 AB6821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9416858265(NAD 83) AB6821_MARKER: DH = HORIZONTAL CONTROL DISK AB6821_SETTING: 0 = UNSPECIFIED SETTING AB6821_STAMPING: A. EARL SMITH 1995 AB6821_MARK LOGO: NCGS AB6821_PROJECTION: FLUSH AB6821_MAGNETIC: N = NO MAGNETIC MATERIAL AB6821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AB6821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB6821+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2001 AB6821 AB6821 HISTORY - Date Condition Report By AB6821 HISTORY - 1995 MONUMENTED NCGS AB6821 HISTORY - 19950109 GOOD NCGS AB6821 HISTORY - 19950816 GOOD NCGS AB6821 HISTORY - 19990223 GOOD NCGS AB6821 HISTORY - 20000404 GOOD NCGS AB6821 HISTORY - 20010717 GOOD JCLS AB6821 AB6821 STATION DESCRIPTION AB6821 AB6821'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) AB6821'STATION IS LOCATED ABOUT 1.8 MI (2.9 KM) NORTHWEST OF APEX. PROCEED AB6821'ALONG SR 1101 (NORTH SALEM STREET) FOR 0.05 MI (0.08 KM) SOUTH FROM US AB6821'64 TO A DRIVE LEADING TO SURVEYORS SUPPLY COMPANY, THENCE WEST ALONG AB6821'THE DRIVE FOR 0.05 MI (0.08 KM) TO THE STATION, IN A 12-INCH GRANITE AB6821'POST. MARK IS FLUSH WITH GROUND. LOCATED 23.5 FT (7.2 M) SOUTH OF THE AB6821'CENTERLINE OF THE DRIVE, 109.1 FT (33.3 M) EAST OF THE NORTHEAST AB6821'CORNER OF THE BUILDING, 30.4 FT (9.3 M) WEST OF THE SOUTH END OF A AB6821'CULVERT, AND 138.3 FT (42.2 M) NORTH OF A POWER POLE WITH A REFERENCE AB6821'TAG. AB6821 AB6821 STATION RECOVERY (1995) AB6821 AB6821'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) AB6821'RECOVERED AS DESCRIBED. AB6821 AB6821 STATION RECOVERY (1995) AB6821 AB6821'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) AB6821'RECOVERED AS DESCRIBED. AB6821 AB6821 STATION RECOVERY (1999) AB6821 AB6821'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) AB6821'RECOVERED AS DESCRIBED. AB6821 AB6821 STATION RECOVERY (2000) AB6821 AB6821'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL) AB6821'RECOVERED AS DESCRIBED. AB6821 AB6821 STATION RECOVERY (2001) AB6821 AB6821'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 AB6821'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EZ0760 *********************************************************************** EZ0760 CBN - This is a Cooperative Base Network Control Station. EZ0760 DESIGNATION - GARNER RESET EZ0760 PID - EZ0760 EZ0760 STATE/COUNTY- NC/WAKE EZ0760 USGS QUAD - GARNER (1993) EZ0760 EZ0760 *CURRENT SURVEY CONTROL EZ0760 ___________________________________________________________________ EZ0760* NAD 83(1986)- 35 41 53.74448(N) 078 35 06.85142(W) ADJUSTED EZ0760* NAVD 88 - 125.518 (meters) 411.80 (feet) ADJUSTED EZ0760 ___________________________________________________________________ EZ0760 LAPLACE CORR- -7.52 (seconds) DEFLEC99 EZ0760 GEOID HEIGHT- -33.32 (meters) GEOID99 EZ0760 DYNAMIC HT - 125.407 (meters) 411.44 (feet) COMP EZ0760 MODELED GRAV- 979,744.3 (mgal) NAVD 88 EZ0760 EZ0760 HORZ ORDER - FIRST EZ0760 VERT ORDER - FIRST CLASS I EZ0760 EZ0760.The North Carolina/South Carolina HARNS have been completed but, EZ0760.due to contractual restrictions, coordinates for these stations EZ0760.will NOT be published in the near future. In the interim, the EZ0760.published coordinates in North and South Carolina will not be EZ0760.consistent with the Continuously Operating Reference Stations EZ0760.(CORS). The HARN coordinates for these stations are available EZ0760.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ0760.Lapine(803-896-7700). EZ0760. EZ0760.In addition, the published North and South Carolina positions EZ0760.(NAD 83 (1986)) are NOT consistent with those determined in EZ0760.adjacent state readjustments. The discontinuity between stations EZ0760.located in North or South Carolina and those in adjacent states EZ0760.which have been adjusted to the HARN may be as much as 5 EZ0760.decimeters. This will result in a significant loss of accuracy EZ0760.over lines crossing such state borders. EZ0760 EZ0760 EZ0760.The horizontal coordinates were established by classical geodetic methods EZ0760.and adjusted by the National Geodetic Survey in July 1986. EZ0760 EZ0760.The orthometric height was determined by differential leveling EZ0760.and adjusted by the National Geodetic Survey in June 1991. EZ0760 EZ0760.Photographs are available for this station. EZ0760 EZ0760.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0760 EZ0760.The geoid height was determined by GEOID99. EZ0760 EZ0760.The dynamic height is computed by dividing the NAVD 88 EZ0760.geopotential number by the normal gravity value computed on the EZ0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0760.degrees latitude (g = 980.6199 gals.). EZ0760 EZ0760.The modeled gravity was interpolated from observed gravity values. EZ0760 EZ0760; North East Units Scale Converg. EZ0760;SPC NC - 216,201.872 647,136.009 MT 0.99990287 +0 14 21.8 EZ0760;UTM 17 - 3,953,169.657 718,483.740 MT 1.00018826 +1 24 34.6 EZ0760 EZ0760: Primary Azimuth Mark Grid Az EZ0760:SPC NC - JACK 105 19 18.3 EZ0760:UTM 17 - JACK 104 09 05.5 EZ0760 EZ0760|---------------------------------------------------------------------| EZ0760| PID Reference Object Distance Geod. Az | EZ0760| dddmmss.s | EZ0760| AH4804 GARNER CABLEVISION TOWER 438.589 METERS 0232530.2 | EZ0760| EZ6212 GARNER RM 1 40.545 METERS 04646 | EZ0760| EZ4413 WENDELL MUN TANK APPROX.21.7 KM 0641727.6 | EZ0760| AH4732 RAILROAD 448.911 METERS 0724314.9 | EZ0760| EZ5237 JACK 400.870 METERS 1053340.1 | EZ0760| EZ4338 CLAYTON LIBERTY MILLS TANK APPROX.11.5 KM 1113913.3 | EZ0760| EZ4339 CLAYTON W MUN TANK APPROX.12.3 KM 1141932.2 | EZ0760| EZ4336 CLAYTON COTTON MILLS TANK APPROX.13.6 KM 1150155.2 | EZ0760| EZ5233 GARNER TV STATION WRAL TOWER APPROX. 5.1 KM 1181608.7 | EZ0760| EZ5234 GARNER TV STATION WTVD TOWER APPROX. 5.8 KM 1244656.7 | EZ0760| EZ6215 GARNER RM 6 80.163 METERS 13013 | EZ0760| EZ6213 GARNER RM 2 39.844 METERS 15910 | EZ0760| EZ0761 GARNER RM 4 34.650 METERS 17428 | EZ0760| EZ5239 MUNN NCGS 1965 304.652 METERS 25108 | EZ0760| EZ5313 APEX MUNICIPAL TANK APPROX.24.3 KM 2784041.5 | EZ0760| EZ5416 CARY MUNICIPAL TANK APPROX.20.2 KM 2985736.0 | EZ0760| EZ0756 GARNER AZ MK 3084457.8 | EZ0760| EZ5144 RALEIGH KELLY TRAINING SCH TK APPROX.14.5 KM 3164353.3 | EZ0760| EZ5141 RALEIGH DIX HILL ST HOSP STACK APPROX.10.1 KM 3202225.3 | EZ0760| EZ5146 RALEIGH MEREDITH COLL TALL STK APPROX.14.6 KM 3203123.4 | EZ0760| EZ5147 RALEIGH MEREDITH COLL TANK APPROX.14.7 KM 3204212.4 | EZ0760| EZ5149 RALEIGH NC STATE COLL STACK APPROX.12.1 KM 3220421.1 | EZ0760| EZ6214 GARNER RM 3 AZIMUTH 3231518.8 | EZ0760| EZ5152 RALEIGH SE MUNICIPAL TANK APPROX.11.3 KM 3274728.8 | EZ0760| EZ5139 RALEIGH CAROLINA HOTEL REV BCN APPROX.10.3 KM 3293243.1 | EZ0760| EZ5142 RALEIGH EDENTON METH CH SPIRE APPROX.10.6 KM 3303512.1 | EZ0760| EZ5077 RALEIGH RADIO STA WRAL MAST APPROX. 8.9 KM 3395635.3 | EZ0760| EZ0759 GARNER RM 5 80.112 METERS 35429 | EZ0760|---------------------------------------------------------------------| EZ0760 EZ0760 SUPERSEDED SURVEY CONTROL EZ0760 EZ0760 NAVD 88 (03/04/92) 125.52 (m) 411.8 (f) LEVELING 3 EZ0760 NGVD 29 (??/??/92) 125.792 (m) 412.70 (f) ADJ UNCH 1 1 EZ0760 EZ0760.Superseded values are not recommended for survey control. EZ0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0760.See file dsdata.txt to determine how the superseded data were derived. EZ0760 EZ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1848453170(NAD 83) EZ0760_MARKER: DS = TRIANGULATION STATION DISK EZ0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0760_STAMPING: GARNER 1933 1957 EZ0760_MARK LOGO: CGS EZ0760_PROJECTION: FLUSH EZ0760_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0760+STABILITY: SURFACE MOTION EZ0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ0760+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2002 EZ0760 EZ0760 HISTORY - Date Condition Report By EZ0760 HISTORY - 1957 MONUMENTED CGS EZ0760 HISTORY - 1960 MARK NOT FOUND USGS EZ0760 HISTORY - 1968 GOOD NCGS EZ0760 HISTORY - 1968 GOOD CGS EZ0760 HISTORY - 1968 GOOD NGS EZ0760 HISTORY - 1969 GOOD CGS EZ0760 HISTORY - 1970 GOOD NGS EZ0760 HISTORY - 1978 MARK NOT FOUND DOD EZ0760 HISTORY - 19881101 GOOD NCGS EZ0760 HISTORY - 19950109 GOOD NCGS EZ0760 HISTORY - 19950821 GOOD NCGS EZ0760 HISTORY - 19960109 GOOD NCGS EZ0760 HISTORY - 20000303 GOOD NGS EZ0760 HISTORY - 20010717 GOOD JCLS EZ0760 HISTORY - 20020604 GOOD NGS EZ0760 EZ0760 STATION DESCRIPTION EZ0760 EZ0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ0760'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AS DESCRIBED EZ0760'AND FOUND TO BE IN GOOD CONDITION. REFERENCE MARKS 2 AND 3 EZ0760'WERE NOT RECOVERED SO REFERENCE MARK NO. 4 AND AN AZIMUTH EZ0760'MARK WERE ESTABLISHED. REFERENCE MARK NO. 4 IS 5 FEET NORTHEAST EZ0760'OF THE NORTHEAST CORNER OF SHED. THE MARK PROJECTS ABOUT 6 EZ0760'INCHES AND THE DISK IS STAMPED GARNER NO 4 1933. EZ0760'AZIMUTH MARK IS 32 FEET NORTH OF THE APPROXIMATE CENTER OF EZ0760'BLACKTOP ROAD, 6 FEET WEST OF UTILITY POLE AND 2 FEET WEST EZ0760'OF WITNESS POST. THE MARK PROJECTS ABOUT 3 INCHES AND THE EZ0760'DISK IS STAMPED GARNER 1957. UPON REQUEST OF EZ0760'THE LAND OWNER THE STATION MARK WAS LOWERED TO A DEPTH OF EZ0760'ABOUT 1 FOOT BELOW THE SURFACE AS THE STATION IS NOW IN EZ0760'CULTIVATED FIELD. STATION IS 110 FEET WEST OF THE EZ0760'APPROXIMATE CENTER OF DRIVEWAY, 61 FEET NORTHWEST OF A LONE EZ0760'TREE AND 40 FEET WEST OF THE EAST EDGE OF CULTIVATED FIELD. EZ0760'THE DISK IS STAMPED GARNER 1933 1957. EZ0760' EZ0760'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND EZ0760'STATE HIGHWAY 50, AT THE OVERPASS IN THE SOUTH EDGE OF GARNER, EZ0760'GO EAST ON U.S. HIGHWAY 70 FOR 1.65 MILES TO A DRIVEWAY ON EZ0760'LEFT. TURN LEFT ON DRIVEWAY AND GO NORTHERLY FOR 0.1 MILE TO EZ0760'THE REMAINS OF OLD HOUSE AND STATION ON THE LEFT AS DESCRIBED. EZ0760'TO REACH AZIMUTH MARK CONTINUE NORTH ON DRIVEWAY FOR 0.05 MILE EZ0760'TO GRAVEL ROAD. TURN LEFT AND FOLLOW MAIN GRAVELLED ROAD FOR EZ0760'0.45 MILE TO JUNCTION OF OLD U.S. HIGHWAY 70. TURN LEFT AND EZ0760'GO WEST FOR 0.3 MILE TO AZIMUTH MARK ON RIGHT OR NORTH SIDE EZ0760'OF ROAD AS DESCRIBED. EZ0760' EZ0760'1957 OBSERVATIONS TAKEN FROM A 90 FOOT TOWER. EZ0760 EZ0760 STATION RECOVERY (1960) EZ0760 EZ0760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 EZ0760'STATION NOT RECOVERED. THE POST WAS IN POSITION BUT THE EZ0760'DISK WAS MISSING. EZ0760' EZ0760'REFERENCE MARK 2 FOR THIS STATION WAS FOUND DESTROYED. EZ0760 EZ0760 STATION RECOVERY (1968) EZ0760 EZ0760'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ0760'GARNER 1933 GOOD EZ0760' EZ0760'RM 4 1957 GOOD, DISTANCE CHECKED EZ0760' EZ0760'RM 5 1968 GOOD, DISTANCE 263.20 FEET EZ0760' EZ0760'AZ. MARK GOOD EZ0760' EZ0760'TO REACH STATION FROM INTERSECTION OF NC 50 WITH U.S. 70 EZ0760'IN GARNER, GO E ON U.S. 70 FOR 1.8 MILE TO INTERSECTION OF EZ0760'SR 2547, TURN LEFT (NORTHERLY) ON SR 2547 FOR 0.2 MILE TO EZ0760'FARM ROAD ON LEFT (W SIDE) JUST BEFORE YOU REACH RR, TURN SW EZ0760'ON FARM ROAD ABOUT 250 FT. TO STATION WHICH IS 88 FT. NW OF C/L EZ0760'OF DIRT FARM ROAD IN MIDDLE OF CULTIVATED FIELD. EZ0760 EZ0760 STATION RECOVERY (1968) EZ0760 EZ0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS) EZ0760'THE STATION MARK, STAMPED GARNER 1933 1957, IS ABOUT 1.15 MILES EZ0760'SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FROM EZ0760'THE STATION AT GARNER, 0.1 MILE SOUTH OF THE TRACK, 90 FEET EZ0760'WEST OF THE CENTERLINE OF A TRAIL ROAD, 96 FEET NORTH OF THE EZ0760'SOUTH EDGE OF A FIELD, 281 FEET NORTHWEST OF A 32-INCH PECAN TREE EZ0760'WHICH IS LOCATED BETWEEN TWO SMALL BUILDINGS, AND SET IN THE TOP EZ0760'OF A CONCRETE POST ABOUT 12 INCHES BELOW THE SURFACE OF THE EZ0760'GROUND. EZ0760' EZ0760'R.M. 4, STAMPED GARNER NO 4 1933, IS 113.69 FEET SOUTH OF THE EZ0760'STATION MARK, 0.1 MILE SOUTH OF THE TRACK, 113 FEET SOUTHWEST EZ0760'OF THE CENTERLINE OF A TRAIL ROAD, 231 FEET WEST OF A 32-INCH EZ0760'PECAN TREE WHICH IS LOCATED BETWEEN TWO SMALL BUILDINGS, 133 EZ0760'FEET NORTHWEST OF A 20-INCH PECAN TREE, 376.84 FEET SOUTH OF EZ0760'GARNER R.M. 5, AND SET IN THE TOP OF A CONCRETE POST WHICH EZ0760'PROJECTS 2 INCHES. EZ0760' EZ0760'R.M. 5, STAMPED GARNER NO 5 1933 1968, IS 263.15 FEET NORTH EZ0760'OF THE STATION MARK, 157 FEET SOUTH OF THE CENTER OF A CROSSING EZ0760'OF THE RAILROAD AND SECONDARY ROAD 2547, 125 FEET SOUTHWEST OF THE EZ0760'SOUTHWEST RAIL OF THE TRACK, 53 FEET SOUTHWEST OF THE EZ0760'CENTERLINE OF SECONDARY ROAD 2547, 8 FEET NORTHWEST OF A EZ0760'TELEPHONE POLE WHICH IS BRACED BY 8 GUY WIRES, AND IN LINE WITH EZ0760'A ROW OF TELEPHONE POLES, 376.84 FEET NORTH OF GARNER R.M. 4, EZ0760'2.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 4-1/2 FEET EZ0760'ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A EZ0760'CONCRETE POST WHICH PROJECTS 3 INCHES. EZ0760' EZ0760'THE AZIMUTH MARK, STAMPED GARNER 1957, IS 0.7 MILE NORTHWEST EZ0760'OF THE STATION MARK, 0.1 MILE SOUTHEAST OF A TWO-STORY EZ0760'FARMHOUSE WHICH IS LOCATED ON A HILL, 32 FEET NORTH OF THE EZ0760'CENTERLINE OF THE ROAD, 5-1/2 FEET WEST OF A POWER POLE, 1.4 EZ0760'FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL EZ0760'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH EZ0760'PROJECTS 6 INCHES. EZ0760' EZ0760'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ0760'1.15 MILES SOUTHEAST. EZ0760 EZ0760 STATION RECOVERY (1968) EZ0760 EZ0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 EZ0760'1.2 MI SE FROM GARNER. EZ0760'ABOUT 1.15 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY EZ0760'RAILROAD FROM THE STATION AT GARNER, 0.1 MILE SOUTH OF THE TRACK, EZ0760'90 FEET WEST OF THE CENTERLINE OF A TRAIL ROAD, 96 FEET NORTH OF EZ0760'THE SOUTH EDGE OF A FIELD, 281 FEET NORTHWEST OF A 32-INCH PECAN EZ0760'TREE WHICH IS LOCATED BETWEEN TWO SMALL BUILDINGS, 263.15 FEET EZ0760'SOUTH OF GARNER R.M. 5, 113.69 FEET NORTH OF GARNER R.M. 4, EZ0760'AND SET IN THE TOP OF A CONCRETE POST ABOUT 12 INCHES BELOW THE EZ0760'SURFACE OF THE GROUND. EZ0760 EZ0760 STATION RECOVERY (1969) EZ0760 EZ0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (ALP) EZ0760'STATION WAS RECOVERED AS DESCRIBED BY G. R. SCHAEFER IN 1968 EZ0760'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION. THE EZ0760'AZIMUTH MARK AND THE RADIO TOWERS TO THE NORTHWEST OF STATION EZ0760'ARE NO LONGER VISIBLE FROM THE GROUND BECAUSE OF THE GROWTH EZ0760'OF TREES. A DIFFERENCE WAS FOUND IN THE DISTANCE TO THE EZ0760'REFERENCE MARKS. THE 1968 DESCRIPTION IS ADEQUATE FOR EZ0760'RECOVERY. EZ0760' EZ0760'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ0760'1 MILE SOUTHEAST OF GARNER. EZ0760 EZ0760 STATION RECOVERY (1970) EZ0760 EZ0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS) EZ0760'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION, EZ0760'HOWEVER RM NO. 4 WAS REMOVED AT LAND-OWNERS REQUEST, AND A EZ0760'NEW RM, NO. 6, WAS ESTABLISHED. THE 1957 AZIMUTH MARK IS NOW EZ0760'BLOCKED BY PINE THICKET, SO A TRAVERSE STATION OF THE NORTH EZ0760'CAROLINA GEODETIC SURVEY WAS USED AS NEW AZIMUTH MARK. A EZ0760'COMPLETE DESCRIPTION FOLLOWS-- EZ0760' EZ0760'STATION IS LOCATED IN A CULTIVATED FIELD ON HIGH GROUND EZ0760'ABOUT MIDWAY BETWEEN U.S. HIGHWAY 70 AND THE SOUTHERN RAILWAY EZ0760'CO. TRACKS, ON PROPERTY OF MR. L. C. YEARGAN. EZ0760' EZ0760'TO REACH STATION FROM THE POST OFFICE IN GARNER, CROSS EZ0760'RAILROAD TRACKS AND GO SOUTHEAST FOR 0.9 MILE TO CROSSROAD. TURN EZ0760'RIGHT AND GO ON COUNTY ROAD 2547 FOR 0.4 MILE TO TRACK EZ0760'ROAD RIGHT, JUST AFTER CROSSING RAILROAD TRACKS. GO RIGHT EZ0760'0.05 MILE TO STATION ON RIGHT. EZ0760' EZ0760'STATION MARK IS A STANDARD DISK STAMPED GARNER 1933 1957, SET EZ0760'IN CONCRETE 12 INCHES BELOW GROUND LEVEL. IT IS 281 FEET EZ0760'WEST-NORTHWEST OF LARGE PECAN TREE SETTING BETWEEN TWO OLD EZ0760'BUILDINGS, 87 FEET WEST OF CENTER LINE OF THE TRACK ROAD. EZ0760' EZ0760'REFERENCE MARK NUMBER FIVE IS A STANDARD DISK STAMPED EZ0760'GARNER 1933 NO 5 1968, SET IN THE TOP OF A 12-INCH-DIAMETER, EZ0760'CONCRETE MONUMENT PROJECTING 2 INCHES FROM GROUND. IT IS 8 FEET EZ0760'WEST OF TELEGRAPH POLE 3590, 77 FEET WEST-SOUTHWEST OF EZ0760'INTERSECTION OF TRACK ROAD AND MACADAM ROAD, 2-1/2 FEET EZ0760'NORTH OF A METAL WITNESS POST, AND ABOUT 5 FEET LOWER THAN EZ0760'STATION MARK. EZ0760' EZ0760'REFERENCE MARK NUMBER SIX IS A STANDARD DISK STAMPED GARNER 1933 EZ0760'NO 6 1970, SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE EZ0760'MONUMENT PROJECTING 2 INCHES FROM GROUND. IT IS AT THE WEST EZ0760'END OF THE SOUTH 1 OF THE 2 OLD BUILDINGS, 3.6 FEET SOUTH OF THE EZ0760'END OF A FUEL TANK, 2 FEET WEST OF THE WALL, AND AT ABOUT SAME EZ0760'ELEVATION AS STATION MARK. EZ0760' EZ0760'JACK (NCGS) WILL SERVE AS THE AZIMUTH MARK. IT IS A BRONZE EZ0760'DISK STAMPED JACK 1965, SET IN A 10-INCH-DIAMETER, CONCRETE EZ0760'MONUMENT FLUSH WITH GROUND. ALONG TELEPHONE LINE, ON NORTH SIDE EZ0760'OF A TREE ROW, 6 FEET NORTH OF CENTER LINE OF FIELD ROAD AND 4.2 EZ0760'FEET EAST-SOUTHEAST OF A TELEPHONE POLE WITH AN ALUMINUM EZ0760'TRIANGLE OF THE NORTH CAROLINA GEODETIC SURVEY ON ITS EAST EZ0760'SIDE. TO REACH THE MARK FROM STATION, GO BACK TO COUNTY RD. EZ0760'2547, GO RIGHT 0.05 MILE. BEAR LEFT AND FOLLOW FIELD ROAD EZ0760'ALONG TELEPHONE LINE FOR 0.2 MILE TO MARK ON LEFT. EZ0760' EZ0760'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ0760'1 MILE SOUTHEAST OF GARNER. EZ0760 EZ0760 STATION RECOVERY (1978) EZ0760 EZ0760'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978 EZ0760'MARK NOT FOUND. EZ0760 EZ0760 STATION RECOVERY (1988) EZ0760 EZ0760'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ0760'RECOVERED IN GOOD CONDITION. EZ0760 EZ0760 STATION RECOVERY (1995) EZ0760 EZ0760'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) EZ0760'RECOVERED BY NCGS IN 1995. STATION MARK, REFERENCE MARK 5 AND AZIMUTH EZ0760'MARK RECOVERED IN GOOD CONDITION. RM 1, RM 2, RM 3, RM 4, AND RM 6 EZ0760'WERE NOT FOUND AND HAVE PROBABLY BEEN DESTROYED BY CULTIVATION. THE EZ0760'LINE OF SIGHT TO THE AZIMUTH MARK IS BLOCKED BY TREES SO NCGS STATION EZ0760'JACK WILL SERVE AS THE AZIMUTH MARK. STATION IS ABOUT 1 MI (1.6 KM) EZ0760'SOUTHEAST OF GARNER AND ABOUT 6.25 MI (10.06 KM) SOUTH-SOUTHEAST OF EZ0760'RALEIGH. PROCEED ALONG US 70 FOR 0.5 MI (0.8 KM) NORTHWEST FROM I-40, EZ0760'EAST OF GARNER, THENCE ALONG SR 2547 (JONES SAUSAGE ROAD) FOR 0.2 MI EZ0760'(0.3 KM) NORTH TO AN OLD FIELD PATH LEADING WEST AND STATION IN THE EZ0760'FIELD, OR ALONG SR 2547 FOR 0.4 MI (0.6 KM) SOUTHEAST FROM OLD GARNER EZ0760'ROAD. MARK IS ABOUT 12-INCHES BELOW GROUND. LOCATED 240.0 FT (73.2 M) EZ0760'SOUTHWEST OF THE CENTERLINE OF SR 2547, 263.07 FT (80.18 M) SOUTH OF EZ0760'REFERENCE MARK 5--AND 281.0 FT (85.6 M) NORTHWEST OF A 36-INCH PECAN, EZ0760'241.0 FT (73.5 M) NORTH OF A 30-INCH PECAN, 103.4 FT (31.5 M) EZ0760'WEST-SOUTHWEST OF NORTHERN TRUNK OF A MULTI TRUNK WILD CHERRY--ALL EZ0760'THREE WITH REFERENCE TAGS. REFERENCE MARK 5, STAMPED---GARNER NO 5 EZ0760'1933 1968---IS RECESSED 1-INCH BELOW GROUND. LOCATED 51.0 FT (15.5 M) EZ0760'SOUTHWEST OF THE CENTERLINE OF SR 2547--AND 3.5 FT (1.1 M) WEST OF A EZ0760'9-INCH WATER OAK, 39.0 FT (11.9 M) NORTHWEST OF A 16-INCH PINE--BOTH EZ0760'WITH REFERENCE TAGS. EZ0760 EZ0760 STATION RECOVERY (1995) EZ0760 EZ0760'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) EZ0760'RECOVERED AS DESCRIBED. EZ0760 EZ0760 STATION RECOVERY (1996) EZ0760 EZ0760'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) EZ0760'RECOVERED AS DESCRIBED. EZ0760 EZ0760 STATION RECOVERY (2000) EZ0760 EZ0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (ED) EZ0760'RECOVERED AS DESCRIBED. EZ0760 EZ0760 STATION RECOVERY (2001) EZ0760 EZ0760'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 EZ0760'RECOVERED IN GOOD CONDITION. EZ0760 EZ0760 STATION RECOVERY (2002) EZ0760 EZ0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DBC) EZ0760'THE STATION 1 MI (1.6 KM) SOUTHEAST OF GARNER AND 6.25 MI (10.06 KM) EZ0760'SOUTH-SOUTHEAST OF RALEIGH. TO REACH THE STATION FROM EXIT 303 FOR EZ0760'JONES SAUAGE ROAD AND I-40 EAST BOUND, (SOUTHEAST OF RALEIGH) , GO EZ0760'0.40 MI (0.64 KM) SOUTH ALONG EXIT ROAD TO JUNCTION ON JONES SAUAGE EZ0760'ROAD, THENCE 1.4 MI (2.3 KM) SOUTHWEST ALONG JONES SAUAGE ROAD TO THE EZ0760'INTERSECTION OF EAST GARNER ROAD TO A STOP SIGN, CONTINUE 0.35 MI EZ0760'(0.56 KM) SOUTHWEST ALONG JONES SAUAGE ROAD TO RAILROAD TRACKS, EZ0760'CONTINUE 0.05 MI (0.08 KM) SOUTHEAST ALONG JONES SAUAGE ROAD TO MARK EZ0760'ON RIGHT UP A HILL IN AN OPEN FIELD. THE STATION IS 81.5 FT. (24.8 M) EZ0760'WEST OF THE CENTERLINE OF A DIM TRUCK PATH, 263.07 FT. (80.18 M) SOUTH EZ0760'OF REFERENCE MARK 5, 222.0 FT. (67.7 M) WEST OF THE CENTERLINE OF THE EZ0760'NEW ALIGNED JONES SAUGAGE RD, AND 103.4 FT. (31.5 M) WEST-SOUTHWEST OF EZ0760'NORTHERN TRUNK OF A MULTI TRUNK WILD CHERRY TREE WITH REFERENCE TAG, A EZ0760'CONCRETE POST RECESSED 1 FT.. NOTE--I WAS TOLD BY CONSTRUCTION EZ0760'ENGINEER THAT THE FIELD WHERE THE BM IS LOCATED WILL BE DESTORYED IN EZ0760'NEAR FUTURE. A LOT HAS CHANGED ALREADY WITH THE RELIGNEMENT PROJECT, EZ0760'AND MORE TO COME.