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HomeMy WebLinkAbout20240812_Mine_Maps ONI 'S301Aa3S IVOIJOl030 VNIIOHVD k9 43abd38d 'umo4s se swep poi y6noi4l MOIPOAo AlleuOlse33O IIIM JI 'puod 941 olul eaae 6ululw Mau 941 woal pedwnd sl.laleM sd •eaae 6ululw Mau 941 wolf a6aeyoslp 1ld.lol puod �aaa Z JO l 39Vd ® 6ullIIas a6.lel a se OA.las uay1 jpm eaae 6uiuiw 6uilslxe ayl -Ino paseyd si eaae 6uiuiw fiullsixe ay1 se paysllgelsa aq Ipm eaae 6uiulw Mau ayl •poulw a iM saaoe w � q il. 9'L l 43!uN► n bZOZ `LZ �inf�OOZ-�l �o `eaae paiw�ad auk o� saaoe g•5L sppe uolleaglpow jiwaad sl :uo pI i oV� ®OZ JdNnoo 13a�1�1`d� -- �e ul i .;.pow VZOZ w U 011 V48V-A 1383i8VDUJ 3NIW w8VJ 13H3i8`dCF'- NVId 311S lI`83AO -awl Xy-i�3d°�d �lN`ddwo0 a3sndHa��3M n 1 q n°e 1�w�r3d,�N f i 1 a t 3 �1 r , 2 , Xr�.ww m T d3ad ro JNIN►w z m M3N Z -C t� 9��a3a M3� �adoNno k GNn a l�wa3d -o , m O �m� r G -rncZ s Z Q(AL) M0� , IS6 y m m 166 tool � d9 Na ' s , £9Z 4 r i c • w 9S5 b66 SOOT- k 9Z5 x L0� t u 3 y v rr. i 4 f 4 OIOL ( SZOI r A1.INnwwOO 6ZOI ` o 4 y tb0i r m oto t + <1 IW3alOJ _: .e. �:Y�� $90I tLot £ X ;.- OIZ 9Ii CLZG wl LZI r a LLol ft k oI z5x ,r szz s za S 9 � ZEI • TrSt � , `6LOL , + y � M - 8801 911 pZI .,r 4 x HC* rj 8' MAX. WITH WIRE a r-i 50"70 {t3' MAX. WITHOUT WIRE) H p Corn°,= M �U- Nm MIDDLE AND VERTICAL WIRES 1- SHALL BE 12% GAUGE MIN. U-a ;li.T RN•NCC C} ,;,�� O�tIS 4f TOP AND BOTTOM STRAND N p :SHALL BE 10 GAUGE MIN. 24" MAX. � (1B" MIN.) '� "."_tit •` B ' ..� WIRE a W FILTRATION Al* cdon NOTES I TRATION "� W USE WIRE A MINIMUM OF 32" � J " a IN WIDTH AND WITH A MINIMUM FILTRATION GEOTEXTILE ti-t 0) OF 6 LINE WIRES WITH 12" STAY ¢ � M O COMPACTED FILL--,,, o }• SPACING. 1 USE FILTRATION QEOTEXTILE A MINIMUM OF 36" IN WIDTH AND � � M FASTEN ADEQUATELY TO THE WERE ---�-- --- { flI I ! M IL t'9 .ri AS DIRECTED. �7�I 1 i 8�� � �� ��--� r11 PROVIDE 5 -O" STEEL POST OF z " THE SELF-FASTENER ANGLE STEEL � � STEEL POST - 2 TYPE. 41 ; '-0" DEPTH FDA MECHANICAL SLICING METHOD ' INSTALLATION, GEOTEXTILE SHALL BE A MAXIMUM OF 18" ABOVE GROUND" SURFACE. EXTENSIO►N. OF QEOTEXTTLE AND WIRE INTO TRENCH WEET F l r1� 18Q5.41 1605.01 1�w�'R-'nt l.-tNE P�'RMrr' r3c�ur�fAA qkv I- 1w W) A19 U L RU Flrl) EN�RANCt✓ ERM4T u tSA�t.f Z'S' #jN4 %C.AVAcra7 Taur4vn 4'r M1N1�}t� t,1 Mt'"C GD C VT2RF-NT r -� 1N1h{ h c G a N D PC No FOCI N RZ6 3 4 V4^-r eQ F $ciStr4 t-+v�t r�wat�tlt�lrr -x-a �,rc Nt, LtIMt Pszt trcz Stt- t VPESzMt — "f3oU�1'��'M y j J �,• ! so, UNT�1!TVRT38r)13v+ z L3v7R-M 14 ` Ut'. tzl►�+tE[>:R 5%1-V FENCE J/ oq� MINt 1Mrr �7t NCH DITC M"•'"w R-' V pr—%an TD j p c+�6{2T Llr1 H Ze a U M�>'Gn 'VO '1 0 WELL � ?REV to V S MuN tN G v i) ENTIRE 5 vV-e 1 S C � rn ` � '1 NEw z i � ;1 J p Construction Dat>all oft" 30'XS01 Basin Not-,too SC4.10 �J t�t!J I+�G t e rnlr J P F CD PC-t2M1T 26UNI>An4 C) tj CA A�NOTES .y R 1�-� N. .i.S �Q cao X"� �� rn 1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE a �H z H o0 TRUCKS, ,.. w-z Uj 2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION var-i,-o BY ALL CONSTRUCTION VEHICLES. °C �wO �. 3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT $ y CATEGORY CURRENT AFFECTED PROPOSED CHANGE TO TOTAL AFFECTED . TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. / PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. LU IWO%. ACREAGE AFFECTED ACREAGE ACREAGE 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE Tailings/Sediment Ponds 5. LOCATE GRAVEL D IMMEDIATELY. CONSTRUCTION P1.M"VOW, Stockpiles ENTRANCE AT ALL POINTS OF / INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE 1N>si.uw 040m PtFtutt' FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE. "tip , tnin Waste piles / 6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO W Processing Areas/Haul Roads PQ 8E DETERMINED BY 1'FIE ENGINEER. U � g 0.70 0.50 1.20 / '� 7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED fi.00 11,60 17.60 Mine Excavations m / ��� so BY THE ENGINEER. a � S ► r __ r- r- �'' Q� S. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES F f11BX Other(Please explain) W FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE, Z � ,� , � � --- 4 06.70 ti.70 1$.80 _ x // W ..M z4 ff!W►VMD .tip 6*Pt' *rovm Total Affected Acreage Total Permitted Acreage"�! m9tet fawn 9 8.40 8.40 24.00 800 H Overfille z � tQ�� ��t MINE PLAN AND DETAILS z coM CLASS 'A' STONE ' x 0 � 4 It min Z 8 IN. MIN. DEPTH -11 " J Sft ,1side CARTERET FARM MINE $ Ilan w '�lapeMAX CARTERET FARM LLC w > MOX fill NOTE. PLACE FILTRATION GEOTEXTILE BENEATH STONE fabrio 1:10164 opo Reclamation Plan: The entire Mining Area will be left as a pond. All slopes will be c� m ?� graded to a 3:1 slope or flatter. All disturbed areas above static water level will be CARTERET COUNTY m, seeded according to approved Revegetation Plan. The haul roads will remain in use as 1'=100' July 27, 2024 , O Sedlen farm access roads. PAGE 2 OF 2 I 1687.Q1 SHEET 1 Of 1 1607.01 PREPARED BY CAROLING GEOLOGICAL SERVICES, INC