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CONSTRUCT 40t LF 18' CULVERT <br />WITH 4' X 4' X V DEB 6' MEDIAN <br />DIAMETER RIPRAP PADS AT INLET <br />AND OUTLET <br />0 <br />a <br />0 <br />z <br />9 <br />Q <br />W <br />0 <br />r � <br />.d <br />L7 <br />Y i <br />halo <br />1, <br />I I I I 1 1 I I I 1 I 1 I I I I I I 1 I I I I I 1 I I I I 1 I I 1 I I I I I I I I I I 1 I I I <br />i <br />TOPSOIL STORAGE <br />� <br />REJECT MATERIAL FROM � <br />IN-PIT SCREENING 1 <br />1 OPERATION <br />Al I <br />1 <br />1� <br />1 <br />AFFECTED AREA BOUNDARY , <br />1 LIMIT OF EXCAVATION <br />1 y � <br />PARKING AREA <br />1 <br />OFFICE TRACER 1po;TABLEPO%RSCREENING1M1T 111777 1 <br />RE CONTAINED FUEL STORAGE (�YLIµOAEXCAVATION) F <br />CONSTRUCT 40t LF 18' CULVERT / _ <br />1 WITH 4' X 4' X V DEEP 6' MEDIAN - <br />DIAMETER RIPRAP PADS AT INLET <br />1 AND OUTLET - <br />I„t 1 <br />I POND FINES REJECT MATERIAL FROM <br />OFF-SITE PROCESSING RETURNED TO SITE F R USE IN 1 <br />1 <br />RECLAMATION <br />� nnli <br />1 i <br />PM <br />1 PROPOSED ACCESS ROAD CORRIDOR SEDIMENT P <br />(SEE TYPICAL ACCESS ROAD / <br />� 1 <br />CR05S SECTION BELOW) / DIVERSION DITCH — 1 <br />1 1 <br />I CONSTRUCT 40t LF 24" CULVERT <br />WITH 5'X T X V DEB 6' MEDIAN / ` TOPSOIL STORAGE <br />LIMIT OF EXCAVATION , <br />DIAMETER RIPRAP PADS AT INLET / u , <br />AND OUTLET / A <br />1 / DIVERSION DITCH � � / I� , <br />RIPRAP CHECK STRUCTURES TO BE C STRUCTED <br />ALON6 ROAD AS REQUIRED ON 5 <br />GRADES 00000' SEDIMENT POND <br />�\ u <br />' AFFECTED AREA BOUNDARY Jj � <br />1 / / 1 <br />/ � 1, t _w SAM 1 a _a 1. — w 1 s- =1 � =3 E w. I. ESQ .i_ � F E IE. L � # i � � +� � IrEt <br />� <br />, e <br />\I 1 <br />II II 1 _ <br />w I 1 <br />L <br />1 <br />1 <br />�.- I-- I-- I-- .I— INS I- -IINS NJ <br />1 <br />1 NOTES: <br />1 <br />1. STOCKPILE LOCATIONS AND FOOTPRINTS ARE APPROXIMATE. <br />2. TOPSOIL WILL BE SEGREGATED FROM REJECT MATERIAL <br />1 <br />1 <br />3. OFFICE TRAILER, PARKING AND FUEL STORAGE LOCATIONS AND SIT1E5 ARE <br />APPROXIMATE. <br />1 <br />— — I - — I — — I — NJ <br />NOTE <br />RIPRAP CHECK STRUCTURES TO BE <br />CONSTRUCTED ALONG ROAD AS <br />REQUIRED ON STEEPER GRADES <br />T V P I C A 1 A C C E$$ R O A D C R O$$ S E C T I O N <br />NO SCALE <br />EXISTING INTERMEDIATE CONTOUR <br />EXISTING STRUCTURE <br />EXISTING WATER WELL <br />Q.. <br />UHF <br />r v� <br />c 1 y <br />� W CD <br />E::y <br />z ❑@ <br />E w E 0 <br />d0 0 0 U N <br />U IL I0O(n <br />�y <br />I <br />fJr <br />f'6J <br />,,., <br />�1, <br />GRAPHIC SCALE <br />200 () 100 200 400 <br />(IN FEET) <br />1 inch =200 ft. <br />EXHIBIT C -2: MINING PLAN MAP <br />