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20241101_Mine_Map
, — _ • \ / - ..-.:--- ... .... 3G��'-•��� --- tin SITE ,, - a ,.� i / o � / HAUL ROAD LJ \ �✓ / / 30' ACCESS \\ /r- EASEMENT z OUTFAL.L #2 O> Ljjcv 10'x10,x12" CL B / \ �`�`•, r V ENERGY DISSIPATER I, ` l //` / -- ' i Q o cc TO GRADE \ c� VICINITY MAP 6'x6' (OUTLET STRUCTURE `1 �/ ��.®P �/ ;/;/ 20' HAUL �, �+ o w/ 36 SD OUTLET ROAD m •• " t '� N.T.S. ! 120'xCnQ' DEWATIERING BASIN PERMIT { . // r.;i 11 // BOUNDARY 04 g)4s� I � LILl 217* cc / I I / 4� �, Q`�'�' % ,/ � %� � 1 ` FILTER 364' / l I... ...,� FABRIC EXISTING FARM/SOIL NCDOT CLASS A OR B �— �e �� '� ° ROAD TO REMAIN EROSION CONTROL ~ Jv Z STONE n / / `� \ STONE ON UPSTREAM �- o00 °° \ / / `� f �. \'�\ — ;+ < FACE r?•, X w N p C � z FILTER FABRIC 'd V w SECTION A—A STONE CHECK DAM lt a a ® SC d / / 4 � �b� INSPECT ECT CHECK TO CHECK D DAMS AND AM MAINTENANCE: CHANNELS AT LEAST WEEKLY ANS AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL / ` l EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, TEMPORARY / LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL DIVERSION #3 \ N o ' ; � / WHEN NEEDED. o 0 ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK V' DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF' ! I THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT' STONE CHECK c� Z61 \� EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN C ) x 6 DAM (TYPICAL) \ 1 ` BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER ; IN THAT CHANNEL. O REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, r AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER z THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. C CONSTRUCTION SEQUENCE: � 1, INSTALL GRAVEL CONSTRUCTION ENTRANCE H N 2. INSTALL TEMPORARY SILT FENCE - IF REQUIRED 3. BEGIN CLEARING & GRUBBING J ! 4. EXCAVATE DIVERSION DITCHES TO CHANNEL FLOW TO SEDIMENT BASIN Q `� ' 5. CONTINUE CONSTRUCTION F� 6. STABILIZE & SEED DISTURBED AREAS o © �7 � � zW -� NOTES: 7 t3� 1. MINING TO COMMENCE ON AN AS NEEDED BASIS. c t a C OD 2. RECLAMATION IS REQUIRED PRIOR TO MINE CLOSE OUT, 0 o LA 3. NO PERMANENT STRUCTURES OR PERMANENT EMPLOYEES ARE PROPOSED ON SITE. 4. THE HOURS OF OPERATION WILL BE MONDAY THRU FRIDAY FROM 7:30 AM TO 5:00 PM, 5• BUFFERS SHALL BE NATURAL VEGETATION SUPPLEMENTED WITH PLANTINGS AS NECESSARY TO MEET LIDO REQUIREMENTS. 6. ALL. REQUIREMENTS OF SECTION 5.3.7.G.VF THE UDO SHALL BE MET. 7° A 3OFT ACCESS EASEMENT SHALL BE PROVIDED FOR ALL WINES TO ALLOW + ACCESS TO WHITEVILLE RD ALONG THE EXISTING HAUL ROAD. ( 8. MINE OPERATOR SHALL USE A WATER TRUCK TO CONTROL DUST ALONG THE HAUL ROAD AS NECESSARY. 9. THE MINE WILL BE LEGALLY SUBDIVIDED WITH ITS OWN UNIQUE TAX PARCEL NUMBER. I-.icence#C-3641 AEFW LINE 22080 DES. JKB CKD. JPN No D LEGE" DRYNM. EDB I DATE �08/28/ 4 -- — PROPERTY LINE 2'-0" MIN •ytiiiar _,. �( MPB MPB MINE PERMIT BOUNDARY ew LOE LOE LIMITS OF EXCAVATION FLOW IQ TSF X x TEMPORARY SILT FENCE -_ , • .. ® •9 • III—i l I I I.I_!—I _i I I—III-1 PUMPING (LOCATION .: .... ! II._I.I-1 I I ITI i ICI I-1 I I c I I-1 I II II 1 1 11.- - _ III-1 I i�l I I " • ,G N 'o . . . . . . . , . . . ?Ir `- . . . . . . " " K • ' ' ' ' - ' • ° ° ° 6 -0 TYPICAL PROPOSED 20' HAUL RD. . a SINGLE FIBERGLASS " 100' . . . - . . . . . - . - ROVING CHANNEL LINER s "`" TEMPORARY DIVERSION SWALE 0 100 200 300 UNDISTURBED BUFFER NTS ■