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Home My WebLink AboutMap 9 - Castle Haynew W j 50' UNDISTURBED BUFFER NO ADJACENT 50' UNDISTURBED �, \ PROPERTIES WITHIN BUFFER i / I \ \ \ ° 1, 000 FEET v . W i MINE EXCAVATION \\ \ \ W NO ADJACENT AREA j PROPERTIES WITHIN / \ 1, 000 FEET I 24" CORRUGATED '� I W PLASTIC PIPE W j W W 50' UNDISTURBED BUFFER i I WWWWWW w w I j w W W W W i 20' UNEXCAVATED i 30' UNDISTURBED f W W W BUFFER BUFFER W: W W UNDITURBD W w W w — — --- — — -- -- — — --- — -- — --- -- -- — — W W W W y / LIVE STREAM / J wi r d W / i iw W / W /. i / NO ADJACENT PROPERTIES WITHIN 1, 000 FEET T.O. LAND 2:H TO 1:V SLOPE OR FLATTER FROM WATER LINE TO BOTTOM OF PIT BOTTOM OF MINE AT 0 MSL TYPICAL CROSS SECTION NOT TO SCALE 3:H TO 1:V SLOPE OR FLATTER TO WATER LINE EXISTING GRAVEL ROAD 10,966' L X 20' W TO NC 133 Construction Entrance Pad DESIGN AGGREGATE SIZE - USE 2-3 INCH WASHED STONE. CRITERIA: DIMENSIONS OF GRAVEL PAD -- THICKNESS: 6 INCHES MINIMUM WIDTH: 12-FT MINIMUM OR FULL WIDTH ATALL 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. CONSTRUCTON 1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE SPECIFICATICNS 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. M I S 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 _ II IRO 1 700-001-62i-COG 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 R01700-001-015-000 Flying G LLC 16 R01700-001-001-000 General Electric Co. PROPERTIES 1 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 1 49.33 OTHER (UNEXCAVATED BUFFERS) 1.90 TOTAL PERMITTED 63.02 MORE OR LESS LEGEND -0 c El— PERMIT BOUNDARY PERMIT/ PROPERTY BOUNDARY — — — — — BUFFER EFFECTED BOUNDARY --- — I LIVE STREAM HILTON PROPERTIES, LP APPLICATION LFOR NEW MINING PERMIT HILTON PROPERTIES MINE NEW HANOVER COUNTY DRAWN BY: LESLIE SCHNEIDER (AS DIRECTED BY FLOYD WILLIAMS, PG, CPESC) DATE MAP COMPLETED: MARCH 23, 2013 WILLIAMS SCALE: 1 "=200'(UNLESS OTHERWISE NOTED) Environmental &Geological Services, PLLC REVISIONS: P.O. Box 190 1 Bath NC 27808 1(800 )240-8550 SHEET: 1 OF 1