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DISCHARGE POINT Pro p osed 6' f MZWEK4 /T slO {p -- !SCHARGE POINT ('2 W Corner Chainlink Fence =mil �» �� g qv gTDp��LE I W 1/4 NW 1/4 oil Crean rnhei(wr[1n 6 pp,a1• uc•rT♦p r .CAWON6 -FAC BRAIN- BITCH e— s —e —e— —e —v o-- T —e —e —n e- --s—�° _ "'�L „Y� j✓— TL_=i> —t 6— L • • • f. • i~i • • ♦1G I1 +5 IL • %r ♦ • ♦ ♦ —i i 1 -i —i- i i— i-•i —i i—�• • 1 0' 100' 200' 300' ♦ • + . ♦ ♦ • a • ♦ • • ♦ ♦ ♦ ♦ ♦ • A 3/00 L_ AW dL . nIzom _n 1�� -i1— iL�i' L Zit— t XNG Fr.,,•r 6 FTSCRE v.J.r Al NA i eff 3 L. CM1EfMIYe LLO Cq.e- W_ St. 4? 0.50 If e V P MIT 1P E PYM .J, 4 b � • LS $ 2,500.00 $ 2,500 e AC r f ICLOT wintFwc. S,fa. DISCHARGE POINT Pro p osed 6' f MZWEK4 /T slO {p -- !SCHARGE POINT ('2 W Corner Chainlink Fence =mil �» �� g qv gTDp��LE I W 1/4 NW 1/4 oil Crean rnhei(wr[1n 6 pp,a1• uc•rT♦p r .CAWON6 -FAC BRAIN- BITCH e— s —e —e— —e —v o-- T —e —e —n e- --s—�° _ "'�L „Y� j✓— TL_=i> —t 6— L • • • f. • i~i • • ♦1G I1 +5 IL • %r ♦ • ♦ ♦ —i i 1 -i —i- i i— i-•i —i i—�• • 1 0' 100' 200' 300' ♦ • + . ♦ ♦ • a • ♦ • • ♦ ♦ ♦ ♦ ♦ • A 3/00 L_ AW • . nIzom _n 1�� -i1— iL�i' L Zit— _'G'G XNG Fr.,,•r 6 FTSCRE v.J.r Al NA IS A eff 3 L. CM1EfMIYe LLO Cq.e- W_ St. 4? 0.50 If e V P MIT 1P E PYM .J, 4 b � • LS $ 2,500.00 $ 2,500 15 AC E I 50.00 qa 750 6,000 CY $ 030 $ 1,800 32 AC $ 5000 $ 1,600 32 AC $ 100.00 $ 3,200 32 AC $ 100.00 $ 3,200 32 AC $ 2500 $ 800 32 AC $ 10003 $ 3,200 • • • ♦ •APFROK. LLOCATION OF M -POND ( AcrO • • ' ' ' ` • J • ' • ' ` ' ' ` LD�019N WILL CHANGE MININ PROGR ES` ♦ ♦ • • ` r . . . • • r • • ♦ + . + I DRAINAGE SWALE ♦ ♦ • • • • ♦ + I. SLOPE 0.5% ♦ ♦ ♦ • • . '.0 S�EE1TLCMW POND • ♦ I i I ACRE) ♦ + ' 1• Existing 3 Strand + I♦ Wire Fence ♦ • ♦ • • ,� -3 ♦ ♦ + - - `I Proposed Wire Fence ♦ 3 —Ate fC.L AREA I / (hV3. 15' DZW) I Si% • • I 1 � t 5 —ACRE TOO"Ml. RcPiJ4'.:c QW. I ` a TILLIN3. t''J cKN3. SECD!M I g» ♦ ♦ 1D fERTRJZI'+13 ARM 1 wa ♦ r I O•° • , F New Retention Pond 25' GRAVEL ROAD $ • LOCATION MAY ADJUST AS REQUIRED DURING MINING OPERATIONS ° Drl!J I .lX. ROAD L• • WAE . . I (APPROX. ACREQ PIX'ES 24" RCP PIPE W /FLARED END SECTIONS. SLOPE PORTABLE SCALES 7 / ♦ 1 wotem Slae• Iran a a jv EO<S- eSe-00 -fMlYe Kel[]1N kVE Ifq" 9.609 CY rrLL STOa:PILC DRAINAGE %SLOPE = 0. + d • • • • • ♦ • • • • • ••i • . nIzom _n 1�� -i1— iL�i' L Zit— _'G'G XNG Fr.,,•r 6 FTSCRE v.J.r Al NA IS A eff 3 L. CM1EfMIYe LLO Cq.e- W_ St. 4? 0.50 If e V P MIT 1P E PYM .J, 4 b � • LS $ 2,500.00 $ 2,500 15 AC E I 50.00 qa 750 6,000 CY $ 030 $ ]GIS--lee F WOE ]TC LI Lle CTJL V .C.eI/iINpEVFLe•EO SE Comer NW 1/4 NW 1/4 Section 5 0 WORST CASE RECLAMATION SCENARIO 1. 15 Acres Stripped of Topsoil which will require deep ti11L•tg and replacement. 2. 15 Acres will need to be mulched, seeded and fertilized. 3. A 3 -acre excavation pit, 30 feet at the deepest point, is flooded to a depth of 15' with groundwater which must be pumped out. 4. 75,000 cy of nil will be required to bockfill the 3 -acre pit (Assumed an overage depth of 15,). The fill material wfil consist of 9.600 cy of fill removed from the ttxkpile berm located at the southeast corner of the site (approx 1,200 If Maul); 9,000 cy of stockpiled fill located along the north property boundary (oapr ox 600 If haul); and 56,400 cy of fill must be Imported into the site. 5. The 56,400 cy of import fill will come from other approved sources owned by the applicant. Therefore, costs to locate and permit a borrow source wlil not be required. The 56,400 cy of fill will need to be loaded from the borrow pit, hauled a distance of approximately two miles to the Monument View Gravel Pit area. 6. The settlement pond area, approx 1 acre in size, will need to be removed and backf .led. The pond is to be created by pushing out the existing overburden materials, and the overburden will not be removed from the pond area. 7. Haul Roads, portable scale facilities (including concrete support structure) will be demolished. 8. For reclamation cost purposes, the estimate assumes that 32 acres will need to be mulched, disced, seeded, and fertilized. RECLAMATION COST ESTIMATE 2 Haul/Place Onsite FIII (1/3 Mile Trip) 3 Compact FIII 4 Demolish Settlement Pond (1 Acre) 5 Remove Haul Roads/ Scale Structure 6 Deep Till Reclamation Area 7 Topsoil Placement From Stockpile 8 Mulch Site 9 Disc Site 10 Seeding 11 Fertilize Site 12 Weed Control 0 TOTAL 18,600 CY ` 050 $ 9,300 75,000 r $ 0.20 $ 15,000 WORST CASE RECLAMATION SCENARIO 1. 15 Acres Stripped of Topsoil which will require deep ti11L•tg and replacement. 2. 15 Acres will need to be mulched, seeded and fertilized. 3. A 3 -acre excavation pit, 30 feet at the deepest point, is flooded to a depth of 15' with groundwater which must be pumped out. 4. 75,000 cy of nil will be required to bockfill the 3 -acre pit (Assumed an overage depth of 15,). The fill material wfil consist of 9.600 cy of fill removed from the ttxkpile berm located at the southeast corner of the site (approx 1,200 If Maul); 9,000 cy of stockpiled fill located along the north property boundary (oapr ox 600 If haul); and 56,400 cy of fill must be Imported into the site. 5. The 56,400 cy of import fill will come from other approved sources owned by the applicant. Therefore, costs to locate and permit a borrow source wlil not be required. The 56,400 cy of fill will need to be loaded from the borrow pit, hauled a distance of approximately two miles to the Monument View Gravel Pit area. 6. The settlement pond area, approx 1 acre in size, will need to be removed and backf .led. The pond is to be created by pushing out the existing overburden materials, and the overburden will not be removed from the pond area. 7. Haul Roads, portable scale facilities (including concrete support structure) will be demolished. 8. For reclamation cost purposes, the estimate assumes that 32 acres will need to be mulched, disced, seeded, and fertilized. RECLAMATION COST ESTIMATE 2 Haul/Place Onsite FIII (1/3 Mile Trip) 3 Compact FIII 4 Demolish Settlement Pond (1 Acre) 5 Remove Haul Roads/ Scale Structure 6 Deep Till Reclamation Area 7 Topsoil Placement From Stockpile 8 Mulch Site 9 Disc Site 10 Seeding 11 Fertilize Site 12 Weed Control 0 TOTAL 18,600 CY $ 050 $ 9,300 75,000 CY $ 0.20 $ 15,000 5,000 CY $ 0.50 $ 2,500 1 LS $ 2,500.00 $ 2,500 15 AC $ 50.00 $ 750 6,000 CY $ 030 $ 1,800 32 AC $ 5000 $ 1,600 32 AC $ 100.00 $ 3,200 32 AC $ 100.00 $ 3,200 32 AC $ 2500 $ 800 32 AC $ 10003 $ 3,200 $ 213,060 LEGEND q 1] a s� 0 at E v Zo O m 1� 114 I;\ t: p b a I a E E E E .Joe 1."urom 297.0001 wr 6 -19 -00 sic 1 100' �G��C�7VF B 1 � I 1 1 � I � I � , I 1 � f � I Q \ ] 1I 0 1♦ p IC 1d 5 � 1O io I `o '0 Y Iw � r i Q1C Z �,o SIC E. 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