Loading...
HomeMy WebLinkAboutNCG020997_Site Plans_20211229 (2)0 oM H � Hr z xcnoo Mo n n m z1xD = o D n m mzD x woo z +.a -o • GIoH (�nD> � H z z , a 0 rn H Z 'm_'z-ix➢ =�zym x000 zHor.m � H Cn H 0 z , C1 em mz r ro- n W O = CAD I z C D A z � o M p o� z� mZ Z 0 m D 5 z n m TOP AND BOTTOM STRAND - SHALL BE 10 GAUGE MIN. WIRE NOTES _ 81 MAX. WITH WIRE (6 MAX, WITHOUT WIRE MIDDLE AND VERTICAL WIRES SHALL BE 121/2 GAUGE MIN. FILTRATION GEOTEXTILE- USE WIRE A MINIMUM OF 32" IN WIDTH AND WITH A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. USE FILTRATION GEOTEXTILE A MINIMUM OF 36" IN WIDTH AND FASTEN ADEQUATELY TO THE WIRE AS DIRECTED. PROVIDE 5'-0" STEEL POST OF THE SELF -FASTENER ANGLE STEEL TYPE. FOR MECHANICAL SLICING METHOD INSTALLATION, GEOTEXTILE SHALL BE A MAXIMUM OF 18" ABOVE GROUND SURFACE. B IN. MIN. DEPTH 24" MAX, (18" MIN.) FILTRATION GEOTEXTILE COMPACTED FILL--",, STEEL POST EXTENSION OF GEOTEXTILE AND WIRE INTO TRENCH N TE 1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS. 2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION BY ALL CONSTRUCTION VEHICLES. 3. MUSI BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED UP IMMEDIATELY, 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE. 6. NUMIIER AND LOCATION OF CONSTRUCTION ENTRANCES TO BE f1ETERMINED BY THE ENGINEER. 7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED By THE ENGINEER. 8, INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE. NOTE: rLACE FILTRATION GEOTEXTILE BENEATH STONE Mining ,area cross-section (:sot to scale) Z oC �Q Q H 0(=}U V__Io04 z o o�[ o x wQ ZLL Q UX<O0M �xa zw rql-ryOJ O000r z ,jam ~H a❑ , o o W u_ V z Z H W �LL O ~ J H cc N z fr rn OC x O U)C " G J W CD t' z o� �Q Q H�Cx7U O U) O x z z LL QU�O,o'i ooU)X zIn H w❑ W Q cc 0 Q o pC u_ � z La o O M z z cc Nz 0 co U � J z W d C 0 lrlFww VRom C VM? O&M 6 I§, MRx NEu1NT Construction Detail for 801X60' Basin blotto: Scale Plan View zTi enaview 6EbrmBmr STowf- 6o' Cross Section • •,•'Rol firi�Iyi.b1•i1iiI11,.0ii Ii �r�i�,y�• .0 aft min 30' Cross Section aft min ?a.. 2•7 6 ft Filter fabric Reclamation Plan: The entire Mining Area will be left as a pond. All slopes will be graded to a 3:1 slope or flatter. All disturbed areas above static water level will be seeded according to approved Revegetation Plan. The haul roads will remain in use as farm access roads. CATEGORY CURRENT AFFECTED ACREAGE PROPOSED CHANGE TO AFFECTED ACREAGE TOTAL AFFECTED ACREAGE Tailings/Sediment Ponds Stockpiles Waste piles Processing Areas/Haul Roads 0.70 0.70 Mine Excavations 6.00 6.00 Other (Please explain) Total Affected Acreage 6.70 6,70 Total Permitted Acreage 8.40 8.40 MINE PLAN AND DETAILS CARTERET FARM MINE CARTERET FARM LLC CARTERET COUNTY 1'=100' DECEMBER 2, 2021 PAGE 2 OF 2 PREPARED BY CAROLINA GEOLOGICAL SERVICES, INC