2014-05-06_REVISION - M2012032 (5)

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D 10750 10700 10650 1 1.11, Excavation Column at Well 1 Water P t I OUH Current surface 00000 00000 0 0 0 00000 00000 0 0 0 4.5 Old Waste Rock 2.0' to Sneffels Creek Level and Top of Lower Groundwater level Bottom of Lower Groundwater Zone Bedrock Elevation 16 ft from top of excavation 1.5' Mix of Rock and Clay 10' Distance to Bedrock (10' from Bottom of Rock/Clay mixture) Andecitic sub - angular material 90% boulders, 10% fine gravel Total Hole Depth = 16 feet to bedrock Proposed Atlas tailings pile Excavation Column at Well 2 i Water ` P resent Current surface �, 0000000 0000000 O O O 0 0000000 0000000 0000000 0000000 0000000 O O O O 0000000 0 0 0 0 0 0 9.0' Old Waste Rock 0000000 O O O 0 0000000 0000000 0000000 0000000 O O O O Top of Upper D 0000000 Groundwater Zone D O O O (approx. 8" thick) 0 0 0 0 0 0 0 1 Bottom of Upper 3' Flood Debris Groundwater Zone (rocks, wood, sediment) 8" Old 2.0' to Sneffels Creek Level and Top of Lower Groundwater level Bottom of Test Excavation Bottom of Lower \ Groundwater Zone unknown with Clay Distance to Bedrock unknown Andecitic sub - angular material 80% boulders, 20% fine gravel, orange in color Total Hole Depth = unknown (test excavation was 18 feet) - Wel(1 n' 10700 10650 1.11, O O o o O O o O O O O O O o O o LO O In O U') o to O to O LO O LO o O O r r N N M M ct IT to LO O CO ti E' 10690 _ 10640 10590 10720 _ Revenue pond filled with tailings _ Old Waste Rock Mine Water Pond --'�. ell 0 o O O O O O O O o O O O O o 0 O U3 O LO O LO O LO O tp o LO O to O to +o +O + + + + + + + + + + + + + + � � N N co co d' lr) In Cfl O � ti 10670 Revenue Pond filled with Tailings Old Waste Rock — — — — — — — — — _ — — — — Npproxirnated bedrocG, Sediment Pond 2 10620 _ 10620 neffels _ ffyy t gF1�'R''✓' r �t'� /W F' In ®ommn c° Wa '4 20335 �a E RECEIV ° E® ��•. ° °,, ;� 10570 NAY i+trT`yy° °4°oo•eao �y e" ".y " 2014 O O O E qp LO O LO O t[) O LLB O LL) O l(j O LO O L() O In ,- �..,. D1 �SIOFJ OF R + + + + + + + + + + + + + + + t O N N M M �h M LO (0 Co ti 0+0 CID S a hJNINGgNpS _A70N REVISIONS BY DATE DES: BL DATE DRN:BL Map G -14: Well Installation 04/29/14 Y Greg Lewicki And Associates CHK: GL & Cross Sections APPD: GL SCALE 11541 Warrington Court Phone (303)-346-5196 Revenue Mine AS SHOWN Parker, CO USA 80138 E -Mail - info @lewicki.biz Star Mine Operations 10690 itIT9011 10590 Well 2 Excavation Column at Well 3 Water Present 000 0 Current surface 000 0O 0O 000O 000 0000000 0000000 0000000 0000000 0000000 0000000 O O O O 0 0 0 0 0 0 0 9.0' Old Waste Rock 0000000 0 0 o O 0000000 0 0 o O 0000000 0000000 0 0 o O Top of Upper 0000000 Groundwater Zone 0 0 0 0 0 0 0 (approx. 1 Ft thick) Bottom of Upper r <:y K '� 1 '� '� 1 K.r'�:.. Groundwater Zone Y 2.4' Flood Debris (rocks, wood, sediment 1.3' Id Tailings Layer with Clay 1.3' to Sneffels Creek Level and Top of Lower Groundwater leve Bottom of Test Excavation Assumed Bedrock Elevation 24.9 ft from top of excavation actual elevation unknown Bottom of Lower Groundwater Zone Unknown Distance to Bedrock (13.3' assumed from Bottom of Organic original Soil Layer) Andecitic sub - angular material 80% boulders, 20% fine gravel, orange in color Total Hole Depth (Assumed) = 24.9 feet Baseline Topo Final Mining Topo - - - - - - Estimate Bedrock Level 10670 10570 O O O NOTES: All dimensions in feet M2-b)2 -o?)2.