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HomeMy WebLinkAbout20220401_Mine_Mapsate--":_ aw IN t�4 ...... ov, iP- .. . X, 9�m! . .... % 'Aft 4 0 -M, GOLDEN A oft -to I 0 vM w � w' Z �C100 rDp n-qw mz ='i H -I D -Rn 3; m =C 00 • �yD O N w i 0 z M MU) 0 r0 TI =y m Z �.=D =-n >M Z1 'v 00 In GJ$ w C =�D Cn 1 O M , z TOP AND BOTTOM STRAND - SHALL BE 10 GAUGE MIN. WIRE NOTES j��rr+-------- 8' MAX. WITH WIRE i (6' MAX. WITHOUT WIRE MIDDLE AND VERTICAL WIRES SHALL BE 12Y2 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, i FILTRAT 24" MAX. (18" MIN.) EXTENSION OF GEOTEXTILE AND WIRE INTO TRENCH — Cc oW LL V z W 3 LL o ~ J N N ❑ y. �CC O H cc CC IL J z F' W z 00 Q NOTES oacnn=z TO LARGE Z I< o 1, PROVIDE TURNING RADIUS SUFFICIENT ACCOMMODATE TRUCKS.M h H 2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION � u o ul BY ALL CONSTRUCTION VEHICLES. z o H dd 3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO STREETS, p~,o PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY, o 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED UP IMMEDIATELY. S. 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. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO V BE DETERMINED BY THE ENGINEER. a 7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED BY THE ENGINEER. o B. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE. W z 00 M U ¢ 6 Z r N rn z Ww H J o W Wa NOTE: PLACE FILTRATION GEOTEXTILE BENEATH STONE cc ilAining Area Crcas"Oetion (I to ssaie) 1141PLUW fttcM PVM? k3mm a HC14N9` .ENHANCE Construction Detail for 30'40' Basin Not to Scale Plan View aft zTi excAgmo tolmemr s-rAAAE 60' Cross Section 1.6 It Overfill min for sattlomont tl Ili I KINnAY...... slope max mex fill sft min 30' Grow Section FID.Ut_ "RDw'3 1:1 side slope -BV VN41Al2.f aft fabric UrrcH o %Nru El 400$E: 'Sg2N z N N 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 CHANGETO 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 SAT2N — — , — -- EXISTIIJG F4Ttrtt t'R'tl1 — —. — ��� 25` uNB%l.AVAT27 •— — — — — — _._. T3UF�F'cR — — —. Mr MtNtU4 Lt mt-r xl it of N U, A 3 III MINI�rr^ r � � F � I �a ; aeWRi221NG ry nrctil M N4 1_IVJt4"C Ye¢t E'CE72 St4T - cc i 50' uNo1Su1213� T3vFFGu 50' U�iQISTtlrzT3Eq 73U1-ft I 1 rzMtr M Tz l rat—, c H 1 I I ! ENTIRE 5 vrp_ Is w l-ra l N t DO 4e-AT?- 1%Lo0'DPLA tpJ RECEIVED Non -4 APR 01 1612 NDv QUALITY MINING FIROORAM MINE PLAN AND DETAILS CARTERET FARM MINE CARTERET FARM LLC CARTERET COUNTY ADbeo t4016 317-5/22- 1'=100' DECEMBER 2, 2021 PAGE 2 OF 2 PREPARED BY CAROLINA GEOLOGICAL SERVICES, INC