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\ V <br /> tip I ' <br /> • NEW 112 PERMIT BOUNDARY <br /> \\ W 14.5 ACRES M/L <br /> \� w <br /> 944' <br /> \ v <br /> cNi, o TOPSOIL/OVERBURDEN, <br /> STOCKPILE <br /> w <br /> A <br /> I � W <br /> V <br /> �O A <br /> T Oy <br /> H 2 DIRECTION OF 9a <br /> �\ MINERAL\ ma w EXTRACTION / m <br /> Z DIRECTION OF <br /> NMINERAL <br /> EXTRACTION DIRECTION OF m w <br /> z m z \\ MINERAL Z <br /> m D —III=III=111= EXTRACTION <br /> „ <br /> ;a 0 m I\III--III—III III= w <br /> m m CD c ��2 III II I II II I II II I�III =111=IIIIII1 I —I I �_ <br /> III--111=III=III=III=11 w <br /> \' =III=1 — I—III=IIIIII=III=III <br /> = c =1 1=1 1=1 =1I 1=1 1=1 1 1 \III- -4 o <br /> U) PRODUCT —III 1 1 11 I- W -w <br /> m =1 I—IIIIII=1 - _ = co <br /> STOCKPILE w <br /> 'p —III—IIIIII—III— PRODUCT m <br /> O.\ = � =III=III—III STOCKPILE <br /> V y y - <br /> ��. <br /> MATERIAL y y y <br /> PRODUCT CRUSHING AND y y <br /> IVA STOCKPILE SCREENING y y y <br /> \ � _ <br /> J y J <br /> EXHIBIT C \\ • 1j APPROXIMATE CENTER OF W y <br /> w MINING LOCATION y o y <br /> MINING PLAN MAP \• N 102-44-6. 3' m y l <br /> W 102 44-6.32' y = w y <br /> SCALE : 1 "=1 00' w PORTABLE y y y <br /> TOILET <br /> \ FRIEDERICHS PIT 112 y y y y y <br /> OFFICE ENTRY/E <br /> ❑ <br /> -- _ _ _ XIT <br /> J 1 y y V <br /> \\ L r? <br /> 507'-3 1/8" J 170' <br /> \ ^ V <br /> V V <br /> V V I <br /> V I <br /> w <br /> f o P <br /> 1 100' 0 100, 1 200' 2 300' 3 NOTE: <br /> IF GROUNDWATER IS EXPOSED DURING MINING EXISTING w <br /> OPERATIONS EVERY EFFORT WILL BE MADE TO STOP FLOW \ ACCESS R N- <br /> AND MITIGATE ANY FUTURE GROUNDWATER SEEP. w � <br /> NO EXPLOSIVES WILL BE USED DURING THE MINING <br /> OPERATION. �\ EXISTING <br /> �\ FRIEDERICHS <br /> EXISTING <br /> WHILE EXCAVATING A HIGHWALL WILL BE CREATED. THE \ \•. PERTY LINE <br /> IRRIGATED FARM WALL WILL BE APPROXIMATELY15'-0" HIGH, AT 1:1 SLOPE <br /> AND APPROXIMATELY 944'-0" IN LENGTH NEAR THE NORTH \� <br /> LAND OPERATION.BOUNDARY AT ANY GIVEN TIME DURING THE MINING STONEY POINT \ <br /> LATERAL DITCH <br /> XIM <br /> EN <br /> LEGAL RI NTE <br /> J; N 38-0745.25' o�\ <br /> W 102-43 58.64' - _\ <br /> :zS: <br /> w <br /> .� 0 <br /> EXHIBI W <br /> W RECLAMATION PLAN MAP `{ <br /> V <br /> V <br /> LE: 1 " = 100' - 0" W <br /> V <br /> V y <br /> \\ m ____ w PERMIT BOUNDARY <br /> -"I <br /> W <br /> \ O <br /> z Iw <br /> 0 <br /> \ < <br /> \\ E f-SX1, TEp <br /> w EC-tlo �Mp fE4 4:� MIS A <br /> �pEtOX \ <br /> DIRECTION OF SLOPE ESTIMATED <br /> \ AT APPROXIMATELY 4:1 MIL <br /> NOTE: 9�'P0' <br /> THE SEED BED WILL BE PREPARED FOR O�O,c c <br /> SEEDING BY TILLING THE TOP SOIL RE- o <br /> COMPACTING THE SEED BED, AND <br /> tp z <br /> PLANTING A WESTERN WHEATGRASS, BLUE \ 9F�� `° D <br /> A W <br /> GAMMA, INDIAN RYEGRASS,LITTLE \ 1 6" TOPSOIL AND GRASS SEED �i is <br /> BLUESTREAM AND SIDEOATS GAMMA. O <br /> RIVERSIDE AGGREGATES, LLC PLANS TO \ C. <br /> APPLY 6" OF TOPSOIL TO THE SITE AND \\ y FO <br /> ESTIMATES APPROXIMATELY11,700 C.Y. OF �L y <br /> TOPSOIL IS NEEDED TO RECLAIM THE14.5 M/ \ m <br /> L ACRES OF LAND. THE ESTIMATED COST y y y <br /> FOR MATERIAL IS $13,050.00. y y y y <br /> THE ESTIMATED COST TO TRANSPORT AND y y y <br /> SPREAD MANURE EQUAL TO 25 TON PER ACRE IS EQUAL TO 363 TOTAL TONS AT y y y <br /> $4.00 PER TON AND ESTIMATED TO BE $1, \ y y A <br /> 450.00, OR , $100.00 PER ACRE. y w y <br /> COST TO PREPARE THE SEED BED AND 9i <br /> PLANT ARE ESTIMATED AT APPROXIMATELY 0y y y y y <br /> V VW <br /> $1,000.00 PER ACRE FOR A TOTAL OF $14, <br /> 500.00. <br /> ESTIMATED TOTAL COST FOR RELAMATION <br /> IS APPROXIMATELY $2000.00 PER ACRE OR H `\ y 9 <br /> APPROXIMATELY$29,000.00 \ y y m <br /> THE TOTAL ESTIMATED VOLUMES USED TO y <br /> BACKFILL AND PREPARE THE PIT FOR \ w y y y <br /> RECLAMATION IS BASED ON A PROPOSED y <br /> SLOPE EQUAL TO APPROXIMATELY 4:1 M/L \ y y y <br /> BEGINNING AT THE EXISTING GRADE ON THE \ y y <br /> PERIMETER BOUNDARIES OF THE MINING <br /> AREA AND SLOPING TO THE EXISTING <br /> ELEVATIONS AT THE SOUTH AND PERMIT BOUNDARY y <br /> SOUTHWESTERN BOUNDARIES . <br /> 1 100, 0 100, 1 200' 2 300' 3 V <br /> h <br /> y <br /> W w u <br /> V <br /> V <br /> rt ' <br /> �i <br /> w <br /> V <br /> \ 1\ W <br /> V <br /> W <br /> N ' <br /> M-2010-080 \\ \ <br /> CN01 <br /> Adequacy Review Response <br /> mL ~= ( DRAWINGS PROVIDED BY: PROJECT DESCRIPTION: SHEET TITLE: <br /> li D 0 NO. DESCRIPTION BY DATE <br /> Art By Design CAD, LLC FRIEDERICHS PIT 112 <br /> C) rn N m <br /> EXHIBIT C MINING PLAN <br /> CD1251 County Road LL EXHIBIT F RECLAMATION PLAN <br /> O Ln Wiley, CO 81092 <br /> 7198294484 - Riverside Aggregates, LLC <br />