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Home My WebLink AboutMap 3 - Castle HayneNO ADJACENT PROPERTIES WITHIN 1, 000 FEET HILTON PROPERTIES LP WETLAND LINE HILTON PROPERTIES LP NO ADJACENT PROPERTIES WITHIN 1,000 FEET WETLAND LINE HILTON PROPERTIES LP 50' UNDISTURBED BUFFER 50' UNDISTURBED BUFFER riecrnc ano me craze or worm Larouna ro oerermme n dny groundwater contamination continues to exist above the North Carolina 2L Standards within the area of concern. if so, appropriate revisions will be made to the mine map to address any issues that may exist at that time. NOTE: US ARMY CORPS OF ENGINEERS VISITED SITE ON SEPTEMBER 5, 2013 AND DETERMINED THAT NO WETLANDS EXISTED WITHIN THE BOUNDARY OF THE AREA TO BE AFFECTED. MINE PERMIT AREA IS WITHIN 4100 f ACRE TRACT OWNED BY HILTON PROPERTIES LP PID R00900-001-001-000 Mine Depth from Existing Surface Ranges From 34' to 10'. 20' UNEXCAVATED BUFFER 50' UNDISTURBED BUFFER 30' UNDISTURBED BUFFER 20'UNEXCAVATED AA BUFFER GROUND SURFACE — — — — — — — — _ A 3:H TO 1:V \,----------------f------ --— 3:11 TO 1:V SLOPE OR FLATTER Average Depth of Mine from Existing Surface = 25' SLOPE OR FLATTER TO WATER LINE I{ TO WATER LINE 2:H TO 1:V SLOPE OR FLATTER FROM WATER LINE TO BOTTOM OF PIT 2•H TO 1:V tSLOPE OR FLATTER Pit Bottom at 0' MSL I FROM WATER LINE TO Final Water Depth = +/- 7' BOTTOM OF PIT TYPICAL CROSS SECTION NOT TO SCALE SN:ALL DIRT ROAD WETLAND LINE CONSTRUCTION SPECIFICATIONS NO ADJACENT PROPERTIES WITHIN 1,000 FEET N HILTON PROPERTIES LP CORRUGATED S.M1,—.I •— fXr. l ;iBelinammon f TractE I Skippers Corner OC�A�gO ?�eO 61� 4F r :a� N 3 A z + j � a flssl u 4e - EXISTING GRAVEL ROAD 10,966' L X 20' W TO NC 133 OWNED BY HILTON PROPERTIES LP Construction Entrance Pad AGGREGATE SIZE - USE 2-3 INCH WASHED STONE. DIMENSIONS OF GRAVEL PAD -- THICKNESS: 6 INCHES MINIMUM WIDTH: 12-FT MINIMUM OR FULL WIDTH AT ALL POINTS OF THE VEHICULAR ENTRANCE AND EXIT AREA, WHICHEVER IS GREATER LENGTH: 50-FT MINIMUM LOCATION - LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES ( FIGURE 6.06A) . AVOID STEEP GRADES AND ENTRANCES AT CURVES IN PUBLIC ROADS. 1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT. 2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT. 3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET. 4. USE GEOTESTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE. MAINTENANCE: MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. PERMIT BOUNDARY EXTENDS TO HWY 133 _- 3 �._�... .,...�-.-..- J= 3 Y � d 0. v i a 11uy�[Y Std ao � Non,i A _ Olsen Palk 117J RIIIrrAy5Y114e t� Kell Ave, W!wbwdla we ADJACENT PROPERTIES _ PID OWNER I R01719-001-003-001 Norman Sneeden, Jr. ETAL 2 R01700-001-006- 000 Stephen J. Szczerbiak, Jr. ETAL _ 3 R01700-001-004-007 Finders Living Trust 4 R01714-001-009-000 Timothy L.Cotton and Ruth W. Cotton 5 R01714-001-008-000 James Michael Fisk, Sr. and Donna Keen Fisk 6 R01714-001-013-000 Karen Leigh Bell 7 R01714-001-025-000 Robbie Metcalfe 8 R01714-001-024-000 Robert L. Southerland and Angela R. Southerland 9 R01714-001-023-000 Randall Earl Murphy and Susan C. Murphy ]0 R01714-001-022-000 William L. Ridenour and Cheryl A. Ridenour TF R01700-001-021-000 James Eason 12 R01700-001-036-000 Duane V. Sutton and Teresa Sutton 13 R01700-001-035-000 David C. Brazik and Emily L. Brazik 14 R01700-001-034-000 Alvin Helton and Julie G. Helton 15 JR01700-001-015-000 Flying G LLC 16 JR0 170U-001-001-WU I General Electric Co. PROPERTIES I THROUGH 15 ARE ADJOINING EXISTING GRAVEL ROAD TO HWY 133 CATEGORY AFFECTED ACREAGE TAILINGS/ SEDIMENT PONDS 0.00 STOCKPILES 1.00 WASTEPILES 0.00 PROCESSING AREA/ HAUL ROADS 5.40 MINE EXCAVATION 49.33 OTHER (UNEXCAVATED BUFFERS) 1.90 TOTAL PERMITTED 68.92 MORE OR LESS LEGEND PERMIT BOUNDARY PERMIT/ PROPERTY BOUNDARY — — — — — BUFFER AFFECTED BOUNDARY ON SOUTF —� LIVE STREAM —-- ~— WETLAND BOUNDARY HILTON PROPERTIES, LP APPLICATION FOR NEW MINING PERMIT HILTON PROPERTIES MINE NEW HANOVER COUNTY DRAWN BY: LESLIE SCHNEIDER (AS DIRECTED BY FLOYD MLLIAMS, PG, CPESC) DATE MAP COMPLETED: NOVEMBER 25, 2013 SCALE: 1 "=p200' (UNLESS OTHERWISE NOTED) REVISIONS: SEP3EMHER 21. 2013, MARCH 23, 2013 0� L i V JUL 14 29A LAND QUALITY WILLIAMS Environmental & Geological Services, PLLC P.O. Box 1901 Bath NC 27808 1(800 )240-8550 Revised - 7/10/2014 SHEET: 1 OF 1