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9 t n, s R C >c N N Yp C i E0 I� 1� 0 rry e� R 1E[ Ci w�l .Ee 6 xaF w W.. Ii I It -I, I , R Fi rAMILMILV CANTNE.SN[. , I W.9I 1 ^ -W r R _L -r X x b EW N NW Corner I N Section 5 T1S. RM U.M.�n� ,,1Ir9 I O N °n II riull u=m p=WN Proposed 6' Chainlink w /Sceen Fabric °n I I M Na �A= Mo r; 1 .o (I _I iu Rna I 91y1 1 roll 9M °ru 0 8 �u I N xiu 11 3ua I O�w YNpN O• S �n I S�AII :A o,� r� 0 I niuNl s�sl N 0 w v I 1'pNl 3 g yK I l= ,Nt Bt99 r m m COOT M•lntene[e 5n°° 2701- 323- 00 -924 LOOT MAINTENANCE / STOAA" S. NE Corner - NW 1/4 NW 1/4 - Sea4ior> -b - " \UAINA& IM EV.A.1 „W y + W y W SW&E SLWE _ 43.5% AV W W W W v, •Y W W *III i W YY W W W W W W y Nt' `� a APPROX. LtOCATIO}W OF LE T POND ( *cre) `4' + � � k yr ,� _OCAT (9N WIL�, CHA%E AS \POND ROGR SES. y � � 41 'k ; I I V 1• DRAIMYGE S1A)SLE I SWPE =,1,0.5% y y W 3Y + y 'k y W W Np I 10 S111ILEVENT (Atli ROX. 7 ACRES W W W W W t I� W W W W W W I it L^ (L W W W 'k W W W W W W W W W W W 14 41 W 41 'k v v + 'k I n •1r + •Y y y W + 'k W y + W + 'k W ly t1 ^ I W y y W y y W W y y y W y y ly C W W W W W W W W W W W W ^ W W W W AY W W W �Y W W YY W tY W W W W YY •Y INY / >t /J n W NY W NY Y W NY W �+� Hr W W W W NY 3Y W W IW y 'k y y y y y y W y W SeVed Area - T " •Y W + W + W 'k 'k W y y 41 y III y 3 -AmE: FlLY A + �=V. 1 r DEP, y y y + + iy ^ I W W W W •Y W Y �Y W W 2.5- tRE TO" .L F:EPFJ.MENT, W W W W IW T1W NU' CH. W TY w w W W 41 y W W y W . N^v,v,SECD.1?�y 3Y NY Jr YY •Y 3Y YY NY •Y W YY W �Y + •L + Y •Y •Y IW m o II YY YL + + + W 41 y W W W 'k TY NP y W y W y y y I I "f` 1 Seeded Area - Typ. DNy I I v- y YL W y YY y YY y W y y y y y W y W W Iy a, ^ y W y W y y W W W y y y y W •V y y y New Retention Pond 25' GRAVEL ROD- - I a l l W W L'bCATIOW MAY )*JUST* = YY W Y y + W W W IW ^ W W W W AS REOUIR DUR,II��11G , + W W W .� W y I MINING OPERATIONS W YY W W W W •Y W `Y + `Y `Y `Y 14, j Y y W y Y W y y y Y y 0Ca-Ua✓ .UL%ROAD C^ .l YY .v W •Y .IE •l W .lam vA W •Y •Y Iry urn POTA 1 SCALE STRliN1U:2ES 6i I( Y W y (X�PRO 1 A00 0 t y 'k y y W I ^ TY YY YY �Y YY �V Jr �Y y W y y W y W y W y I W '� YY W YY 3Y �Y •Y W W W W Y NY NY •Y W W W W •Y W �Y I I �L W •L W W W W �Y AY •Y W NY �Y W 3Y Jr YY •Y IW R;I I 24" RCP PIPE W /FLARED W ENIN/ SECTIONS. SbOPE =*O. y 'k � W W w w w .� W � FlLL�STOCKPILE DRAINAGE SWALE PORTABLE S6ALES y .v SWPE :-k 0.5% 'k y + W 'k y 'k y 'k I I a NL YY W AL •Y .Y + W W 'k + YL ^ ® NY Y W J2 y y y y y W W y y x A T r r ^ �Lse NV NY `V Nr W W YY W W W W W NY W 1 29AS- 051-TWW "'� PNIME I61- 00-NTS LTO. I I SW Comer I ^ NW 1/4 NW 1/4 Section 5 I. W- - - .... ...�. ...r... .. �... �..� _ _ asem .._ �eW,...., 9945- 952 -5a -152 -195 °'°'° XISTING 6 FT HIG SCRE IS MESTEM. YOP IKON - '' °•,.� ,� 2945 - 052 -00 -047 . ,r.,IeT M°,. • AINA SAL d COMA ENTFfW°ISES LLL rqf 29A5 -0 -00 -0 S f YE vh•t.rn 5100• Iron c Sa001v • 1 M. s. v.v v.vT snly sVl°^ .! . F MAIV 4n < Existing 3 Strand Wire Fence Proposed Wire Fence 29A5 051 -00 -109 LT E51.TE LTD. ET., . VACANT / NODE VELONED SE Corner - NW 1/4 NW 1/4 Section 5 01 100, •0 •0 WORST CASE RECLAMATION SCENARIO 1. 32.5 Acres Stripped of Topsoil which will require deep tilling and replacement. 2. 32.5 Acres will need to be mulched, seeded and fertilized. A 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. 8 C4 4. 114,500 cy of fill will be required to backflll the 3 -acre pit (Assumed _$ W an average depth of 27'). The fill material will consist of 9.600 cy of fill =� removed from the stockpile berm located at the southeast corner of the site (approx 1,200 If 'haul); 9,000 cy of stockpiled fill located along the C9 north property boundary (approx 600 If haul); and 96,000 cy of fill must be imported into the site. 5. The settlement ppnd area, approx. 1 acre in size, will need to be removed and bockfilled. The pond is to be created by pushing out the existing overburden materials, and the overburden will not be removed from the pond area. 6. Haul Roads, portable scale facilities (including concrete support structure) will be demolished. W RECLAMATION _COST ESTIMATE 1 Import Fill, Truck, Load, Dumped At F 2 Haul /Place Onsite Fill (1/3 Mile Trip) 3 Compact Fill 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 TOTAL mile) 96,000 CY $ DISCHARGE POINT -DISCHARGE POINT #2 Proposed 6' CY $ 0.50 Chainlink Fence 2T01- o32 -99 -001 ..It,.. 9vnne Am9rr•99 99000 cy FlLL sTocionLE CY 9ALA11 LAO Fnhriic_ 0.20 $ - --- - -- - -- CfEen _ CY 0.50 At- 2,500 1 ..._.._.._.._.. _.._.._....a•._.._- C- ANNINfr�AG � 1L�- BRAIN - • BIFGH -._.._.._.._.._.._...�..._. _.._.._.._.._.._.. .._.._.._.._.._.._..-.._.._.._..-.------ --.._.._.._.._.._.._.._.._.._.. s. 2,500 32.5 AC $ '1r $ 1,625 17,500 CY IF 0.30 IF R- r 32.5 AC $ 50.00 $ COOT M•lntene[e 5n°° 2701- 323- 00 -924 LOOT MAINTENANCE / STOAA" S. NE Corner - NW 1/4 NW 1/4 - Sea4ior> -b - " \UAINA& IM EV.A.1 „W y + W y W SW&E SLWE _ 43.5% AV W W W W v, •Y W W *III i W YY W W W W W W y Nt' `� a APPROX. LtOCATIO}W OF LE T POND ( *cre) `4' + � � k yr ,� _OCAT (9N WIL�, CHA%E AS \POND ROGR SES. y � � 41 'k ; I I V 1• DRAIMYGE S1A)SLE I SWPE =,1,0.5% y y W 3Y + y 'k y W W Np I 10 S111ILEVENT (Atli ROX. 7 ACRES W W W W W t I� W W W W W W I it L^ (L W W W 'k W W W W W W W W W W W 14 41 W 41 'k v v + 'k I n •1r + •Y y y W + 'k W y + W + 'k W ly t1 ^ I W y y W y y W W y y y W y y ly C W W W W W W W W W W W W ^ W W W W AY W W W �Y W W YY W tY W W W W YY •Y INY / >t /J n W NY W NY Y W NY W �+� Hr W W W W NY 3Y W W IW y 'k y y y y y y W y W SeVed Area - T " •Y W + W + W 'k 'k W y y 41 y III y 3 -AmE: FlLY A + �=V. 1 r DEP, y y y + + iy ^ I W W W W •Y W Y �Y W W 2.5- tRE TO" .L F:EPFJ.MENT, W W W W IW T1W NU' CH. W TY w w W W 41 y W W y W . N^v,v,SECD.1?�y 3Y NY Jr YY •Y 3Y YY NY •Y W YY W �Y + •L + Y •Y •Y IW m o II YY YL + + + W 41 y W W W 'k TY NP y W y W y y y I I "f` 1 Seeded Area - Typ. DNy I I v- y YL W y YY y YY y W y y y y y W y W W Iy a, ^ y W y W y y W W W y y y y W •V y y y New Retention Pond 25' GRAVEL ROD- - I a l l W W L'bCATIOW MAY )*JUST* = YY W Y y + W W W IW ^ W W W W AS REOUIR DUR,II��11G , + W W W .� W y I MINING OPERATIONS W YY W W W W •Y W `Y + `Y `Y `Y 14, j Y y W y Y W y y y Y y 0Ca-Ua✓ .UL%ROAD C^ .l YY .v W •Y .IE •l W .lam vA W •Y •Y Iry urn POTA 1 SCALE STRliN1U:2ES 6i I( Y W y (X�PRO 1 A00 0 t y 'k y y W I ^ TY YY YY �Y YY �V Jr �Y y W y y W y W y W y I W '� YY W YY 3Y �Y •Y W W W W Y NY NY •Y W W W W •Y W �Y I I �L W •L W W W W �Y AY •Y W NY �Y W 3Y Jr YY •Y IW R;I I 24" RCP PIPE W /FLARED W ENIN/ SECTIONS. SbOPE =*O. y 'k � W W w w w .� W � FlLL�STOCKPILE DRAINAGE SWALE PORTABLE S6ALES y .v SWPE :-k 0.5% 'k y + W 'k y 'k y 'k I I a NL YY W AL •Y .Y + W W 'k + YL ^ ® NY Y W J2 y y y y y W W y y x A T r r ^ �Lse NV NY `V Nr W W YY W W W W W NY W 1 29AS- 051-TWW "'� PNIME I61- 00-NTS LTO. I I SW Comer I ^ NW 1/4 NW 1/4 Section 5 I. W- - - .... ...�. ...r... .. �... �..� _ _ asem .._ �eW,...., 9945- 952 -5a -152 -195 °'°'° XISTING 6 FT HIG SCRE IS MESTEM. YOP IKON - '' °•,.� ,� 2945 - 052 -00 -047 . ,r.,IeT M°,. • AINA SAL d COMA ENTFfW°ISES LLL rqf 29A5 -0 -00 -0 S f YE vh•t.rn 5100• Iron c Sa001v • 1 M. s. v.v v.vT snly sVl°^ .! . F MAIV 4n < Existing 3 Strand Wire Fence Proposed Wire Fence 29A5 051 -00 -109 LT E51.TE LTD. ET., . VACANT / NODE VELONED SE Corner - NW 1/4 NW 1/4 Section 5 01 100, •0 •0 WORST CASE RECLAMATION SCENARIO 1. 32.5 Acres Stripped of Topsoil which will require deep tilling and replacement. 2. 32.5 Acres will need to be mulched, seeded and fertilized. A 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. 8 C4 4. 114,500 cy of fill will be required to backflll the 3 -acre pit (Assumed _$ W an average depth of 27'). The fill material will consist of 9.600 cy of fill =� removed from the stockpile berm located at the southeast corner of the site (approx 1,200 If 'haul); 9,000 cy of stockpiled fill located along the C9 north property boundary (approx 600 If haul); and 96,000 cy of fill must be imported into the site. 5. The settlement ppnd area, approx. 1 acre in size, will need to be removed and bockfilled. The pond is to be created by pushing out the existing overburden materials, and the overburden will not be removed from the pond area. 6. Haul Roads, portable scale facilities (including concrete support structure) will be demolished. W RECLAMATION _COST ESTIMATE 1 Import Fill, Truck, Load, Dumped At F 2 Haul /Place Onsite Fill (1/3 Mile Trip) 3 Compact Fill 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 TOTAL mile) 96,000 CY $ 1.60 $153,600 18,600 CY $ 0.50 $ 9,300 96,000 CY $ 0.20 $ 19,1200 5,000 CY $ 0.50 $ 2,500 1 LS $ 2,500.00 $ 2,500 32.5 AC $ 50.00 $ 1,625 17,500 CY $ 0.30 $ 5,250 32.5 AC $ 50.00 $ 1,625 32.5 AC $ 100.00 $ 3,250 32.5 AC $ 100.00 $ 3,250 32.5 AC $ 25.00 $ 813 32.5 AC $ 100.00 $ 3,250 $206,1631 LEGEND - - � E:,,Ger POD F9xl. ttalawx - FFV ®ICriIMC Erm9:� r emn=e ur -• Ev ®r ml9xw ue ERVO smaw r_s o� E�aW1C1 EC,1 �o- r ell[999 FM rASa rpm �. rM moo- Ei9^ r oar rs .M..1 g' Frey M. Hs m) O Er99 tN11. ft e1W Erb, 9M a tw Erey 9uMb,9 r9A� 91Ew - T Erb TM'11r9 FVr t_ -�- - Erb tr JY Erb 1� Ear e E+e'1r1W9 rrNw - - - ErbyL� °Ilw -- --- EME' ww Iwr .z A Ere' MyM WrM - -- EbW9 La rM OD16 Ea"t eeIIMr Z: Z N rn E 0 0 Z W O H N O Z 0 0 = i W O p LA Z ro 0 � Q a V 0 I r t7 C N �o • A ;v B o 0 o ff) P., ll 1 Z Z O I V W m0 E E .106 R.1MMR. 297.0001 119L. 6 -19 -00 SCALE: 1 "= 100' P "wllr_;`a C3 I; PUBU%w FILE COPY S$ i'E0 nF.ewet t V arudc.l Pti, . RAMW 0 III I¢ p �irwl�,Hrcvrt� dR 6Ugrn�:a�.B< „�,I„ 111rI101II11,111 008140