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Home My WebLink AboutMap 2 - Castle HayneHILTON PROPERTIES LP PERMIT BOUNDARY WETLAND LINE HILTON PROPERTIES LP NO ADJACENT PROPERTIES WITHIN 1, 000 FEET NO ADJACENT PROPERTIES WITHIN 1.000 FEET PERMIT BOUNDARY 50' UNDISTURBED BUFFER WETLAND LINE HILTON PROPERTIES LP — 50' UNDISTURBED BUFFER AA RELATED ACTIVITIES WILL TAKE PLACE IN THE PHASE 2 UNDISTURBED BUFFER AREA WITHOUT ALL REQUIDRED REGULATORY APPROVAL. NOTE: US ARMY CORPS QF ENGINEERS VISITED SITE ON SEPTEMBER 5, 2013 AND DETERMINED THAT NO WETLANDS EXISTED WITHIN THE BOUNDARY OF THE AREA TO BE AFFECTED. MINE PERMIT BY HILTON PI THE EXCAVATED AREA WILL NOT BE DEWATERED IS WITHIN 4100 t ACRE TRACT OWNED LIES LP PID R00900-001 -001 -000 SEE SHEET 2 OF 2 FOR TYPICAL CROSS-SECTION EXCAVATION DEPTH IN PHASE 1 WILL VARY FROM 36" TO 8' Groundwater elevations through the mine site are shown in the Report titled "GROUNDWATER MODELING OF POTENTIAL IMAPCTS FROM PROPOSED SAND MINE IN THE NORTHWEST SITE AREA GE — WILMINGTON" SMALL DIRT ROAD WETLAND LINE NO ADJACENT PROPERTIES WITHIN 1,000 FEET PERMIT BOUNDARY N HILTON PROPERTIES LP 1 wr . 1 I i I 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: 61NCHES 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. z-a• - coarseaggregate CONSTRUCTION 1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE SPECIFICATIONS 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 DRESSINP 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 Tractt 4 Ro i u .o Swti" rV i<O 0 ao 10 . Olsen Pafk W Kerr AYr, if321 _ ADJACENT PROPERTIES ---- PID OWNER 1 R01719-001-003-1 01 Norman Sneeden, Jr. ETL 2 R01700-001-006-000 Stephen J. Szczerbiak, Jr. ETAL 3 R01700-001-004-007 Finders Living Trust _ 4 R01714-001-009-000 Timoth 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 —LeighBell _ 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 10 R01714-001-022-000 William L. Ridenour and Cheryl A. Ridenour I 1 R01760- 61-021-000 James Eason 12 R01700-(101-036-000 D neV_Sutton and Teresa Sutton____ David C. Brazik and Emily L. Bra_zik 13 R01700-001-035-000 14 R01700-001-034-000 Alvin Helton and Julie G. Helton 15 ROI700-001-015-000 Fein GLLC 16 R01700-001-001_000 General Electric Co. PROPERTIES 1 THROUGH 15 ARE ADJOINING EXISTING GRAVEL ROAD TO HWY 133 Doha dQY Y 1.111frayBvJle CATEGORY AFFECTED ACREAGE TAILINGS/ SEDIMENT PONDS 0.00 STOCKPILES -- - --- 1.00 WASTEPILES 0.00 PROCESSING AREA/ HAUL ROADS _ 5.40 _ zs.10io 2.9 MINE EXCAVATION OTHER (UNEXCAVATED BUFFERS) TOTAL PERMITTED — 67.70 ACRES MORE OR LESS LEGEND PERMIT BOUNDARY - ------------------------- PERMIT/ PROPERTY BOUNDARY UNEXCAVATED BUFFERS _ li+++f+1+iHH+HH+ AFFECTED BOUNDARY ON SOUTH SIDE - -- -- LIVE STREAM — ----------------------- WETLAND BOUNDARY -I RED. x JUL 14 2015 LAND QUALITY MINING PROGRAM! HILTON PROPERTIES, LP MODIFICATION OF MINING PERMIT HILTON PROPERTIES MINE - PERMIT NO. 65-35 NEW HANOVER COUNTY DRAWN BY: LESLIE SCHNEIDER (AS DIRECTED BY FLOYD WILLIAMS, PG, CPESQ DATE MAP COMPLETED: NOVEMBER 25, 2013 SCALE: 1"=p200' (UNLESS OTHERWISE NOTED) REVISIONS: SETElIE1121. 2013,MARCI123,2013 /—/ 9- �d! 3' A ?-l4 SHEET 1 OF 2 WILLIAMS Environmental & Geological Services, PLLC P.O. Box 90126 Raleigh N.C. 2767S 1800-240-8550)