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HomeMy WebLinkAboutMap 5 - Castle HayneHILTON PROPERTIES LP PERMIT BOUNDARY WETLAND WETLAND LINE HILTON PROPERTIES LP NO ADJACENT PROPERTIES WITHIN 1,000 FEET PERMIT BOUNDARY I%�YYI11Pl�] NO ADJACENT PROPERTIES WITHIN 1, 000 FEET 50' UNDISTURBED BUFFER WETLAND LINE HILTON PROPERTIES LP _ 5V UNDISTURBED 13UFFER AA determined that no contaminates of groundwater exist above the North Carolina 21. Standards in the Phase 2 area. If groundwater standards are determined to be below the North Carolina 21. Standards, a modification to the Mining Permit to allow mining of Phase 2 will be submitted to the NC Department of Environment and Natural Resources, Division of Energy, Mineral, and Land Resources, Land Quality Section. NOTE: US ARMY CORPS OF ENGINEERS VISITED SITE ON SEPTEMBER 5,200 AND DETERMINED THAT NO WETLANDS EXISTED WITHIN THE BOUNDARY OF THE AREA TO BE AFFECTED. MINE PERMIT AREA IS WITHIN 4100 t ACRE TRACT OWNED BY HILTON PROPERTIES 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 — WILMINGTONrr SMALL DIRT ROAD "� WETLAND LINE NO ADJACENT PROPERTIES WITHIN 1, 000 FEET PERMIT BOUNDARY WETLAND a HILTON PROPERTIES LP — — Mefhammon I' 7'ract•t. f Cantle Hayne Skippers Corner 0 6~� 9ji 4P �� i 33� 1137 I" JOVA �O� i3YJ c2 - a a • i t33 i 1173 Olsen Pafk RfuveyevYle I Hh rya '4Ftpa,' Dt 1� JCeq VY� Avc. Wlinhistlor0 �- r•, XCILAve EXISTING GRAVEL ROAD 10,966' L X 20' W TO NC 133 OWNED BY HILTON PROPERTIES LP Construction Entrance, Pad DESIGN AGGREGATE SIZE - USE 2-3 INCH WASHED STONL CRITERIA: 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, WHIUHEVER 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. 23" 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 ORISEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSIN 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 ADJACENT PROPERTIES PID OWNER 1 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 10 R01714-001-022-000 William L. Ridenour and Cheryl A. Ridenour 11 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 TT R01700-001-034-000 Alvin Helton and Julie G. Helton r1516 RO 1700-001-015-000 Fl in G LLC R01700-001-001-000 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 39.97 OTHER (UNEXCAVATED BUFFERS) TOTAL PERMITTED 1-1 68.92 MORE OR LESS LEGEND 0 0 o PERMIT BOUNDARY 0 o a o PERMIT/ PROPERTY BOUNDARY BOUNDARY HILTON PROPERTIES, LP MODIFICATION OF MINING PERMIT JAN 21 Z015 HILTON PROPERTIES MINE — PERMIT NO.65-35 NEW HANOVER COUNTY DRAWN BY: LESLIE SCHNEIDER (AS DIRECTED BY FLOYD WILLIAMS, PG, CPESC) DATE MAP COMPLETED: NOVEMBER 25, 2013 WILLIAMS SCALE: 1 "=200' (UNLESS OTHERWISE NOTED) Environmental & Geological Services, PLLC REVISIONS: SEPTEMBER 21.2013. MARCH 23, 2013 1 4120 Sedgewood Drive - Unit 104 /-/ 9-,2p1,r SHEET 1 OF 2 Raleigh, NC 27612 (1-800-240-8550)