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HomeMy WebLinkAboutsite plan 5-22v om H � -'1 H z >r 'm Hz-1=D =-nz>m s0 U'0 Z Hgr— li O y D D H 0 z L .01 a am H � tCi ' z r , I m z z -� �o�nm ZH-000 0 H C�DbD O H a z r 1607.01 TOP AND BOTTOM S SHALL BE 10 GAUG NOTES 8' MAX. WITH WIRE (6" MAX. WITHOUT WIRE) MIDDLE AND VERTICAL WIRES SHALL BE 121/2 GAUGE MIN. rRAND ®r MIN.�— ''�11�11�.IIF�1I-;IIGII�IIGIIF�tl-�911�11,=11��. 1 11=11g11,=,1i.=11�=11=1tC;r11�11�11=11r.=Jll"...IIK?II —�'E IIA11�11C,��11.11�I1�1,,�, WIRECl I .--, I 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. 56 Stt t fraNG� Oiif 'B FILTRATION GEOTEXTILE — COMPACTED FILL-,, I 24" MAX. (18" MIN.) I 4„ STEEL POST - 2'-0" DEPTH I I _. _ EXTENSION OF GEOTEXTILE AND WIRE INTO TRENCH z H } H pG�U O oo�=z N fn1 U_OJ o0CHn¢ ~ H w ui 0 1 o o W U. v z W 3 LL' Cr ~ J Q N o z CC = O cn a _jUJ CD W z w 1605.01 z �Q z C-) LL NOTES-�az� 1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE ¢ Uo�cQ H 2. TRUCKS. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION it BY ALL CONSTRUCTION VEHICLES. oI-q� o W z nc 3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT > TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. r n o PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. o 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. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO W BE DETERMINED BY THE ENGINEER. Z 7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED Q 8. BY THE ENGINEER. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES o jr [h- FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE. z W H O o = QC z � �z O H -� J 0 W w Q NOTE: PLACE FILTRATION GEOTEXTILE BENEATH STONE C 0 —'� ESTVA'Alft WRT£R LEVEL VPON MCLb.tA4- iaN Tam 16 Mining Area Cross-section (not to scats) PWIMEIER 'i epr4l y '5v 1607.011 ITOLDW f2om FVM? �° k�znrt EN �iZANC.E. Construction Detail for 30'x6W Basin Not to Scale Plan View Z4 excro D ftbimEur 5-row4e 60' Cross Section � 111 •`� t!! f •.. • ®• � •• Sri♦ r .... .: slope max 9 4. �tMpi ��� � .r�ip•i�rlo �.i'�,-yi $ ft min 30' Cross Section RNU L izc) RrJ &ft min El 4o" F� 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 VJ6Lv P�Irn�z La.,inq�z � _ ZS' UNEX.-AVAMc_9 T3UF-;:;cR l M►NtU4 t_t mt-r rl x 'BARN I a Ij z l N 3 3 F= iX z gl - JC. <0 1\1oN-�VR1571t-r lnN�acl �tTGN d in V I-rC4 WILL 'St p L V q C,. r0 'To i� C el N 'prto��(t.TK LtrJ� r z t" tV orZ ; 4 150, x ('p, 'gAS IN Fvg I5EW A" IE:'IZ IN 6 s T) by -,CA PRevENT OT-�SrCe St�1mEn� �A"rtand 1'c2u`r1��ER ', ANO t,Jt1.L Nn'C 730 vSeo �vv 3c"Rrrt To MUG r l Z. l MIN N4 LIIMV"'C pE2„rv�t-CEQ gt�-- -,v�C I 50' UNt)SWIM 2) 13UPFu 50 UN419iU_14560 113UPFM 72l�11T �N/ izy IDA I t MINE PLAN AND DETAILS CARTERET FARM MINE CARTERET FARM LLC CARTERET COUNTY 1'=100' DECEMBER 2, 2021 PAGE 2OF2 PREPARED BY CAROLINA GEOLOGICAL SERVICES, INC