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MINE PLAJV <br />0 30 6.0 <br />1 1 <br />SCALE IN FEET' <br />8400- <br />8395- <br />8390 <br />8385- <br />8380 <br />ESTIMATED EXTENTS OF SOIL F--w—EXISTING ROAD <br />8375 <br />8370 <br />8365 <br />u - <br />z <br />0 -267 <br />F- 8360- <br />> <br />w <br />uj 8355- <br />�ESTIMATED <br />BEDROCK EXTENTS <br />8350- <br />8345- <br />--------------- <br />--------------------- APPROXIMATE EXISTING BULKHEAD <br />8340 <br />8335 APPROXIMATE LOCATION <br />OF EXISTING TUNNEL <br />(PROJECTED) <br />8330- <br />8325 <br />8320 <br />-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 <br />DISTANCE (FT) <br />EXISTING BULKHEAD SECTION <br />0 10 20 <br />SCALE IN FEET <br />50 <br />BOULDER CREEK GRANO D IORITE <br />0) <br />U) <br />SC <br />0 <br />L <br />z <br />co <br />(D <br />N <br />8400 <br />U) <br />qoE <br />< <br />0 <br />WC" <br />00 <br />V <br />U) <br />U) <br />u- <br />0 <br />-8390 <br />F- <br />EL <br />LLj <br />w0 <br />8385 <br />z <br />0 <br />0 <br />< <br />V , ) <br />(15 <br />D <br />0 <br />n <br />-8380 <br />0 <br />-8375 <br />C) <br />-8370 <br />c) <br />z< <br />0 1 <br />8365 <br />0) <br />C) <br />Co <br />LL <br />0 Z <br />Z <br />83602 <br />w <br />C�) <br />CL <br />z <br />w= <br />W <br />. Lu <br />-j <br />8355 wW <br />w <br />Lu <br />0) <br />U) <br />SC <br />0 <br />L <br />z <br />co <br />(D <br />(D <br />8400 <br />U) <br />qoE <br />< <br />0 <br />z <br />Z <br />z <br />U) <br />U) <br />u- <br />0 <br />-8390 <br />0 <br />EL <br />LLj <br />w0 <br />8385 <br />z <br />0 <br />0 <br />rn <br />w <br />0 <br />D <br />0 <br />n <br />-8380 <br />0 <br />-8375 <br />C) <br />-8370 <br />(9 <br />z< <br />0 1 <br />8365 <br />0) <br />C) <br />Co <br />LL <br />0 Z <br />Z <br />83602 <br />w <br />C�) <br />m <br />z <br />w= <br />W <br />-j <br />8355 wW <br />w <br />Lu <br />w o <br />U) <br />U) <br />0z <br />0 <br />SC <br />0 <br />L <br />z <br />co <br />z <br />z <br />8400 <br />U) <br />qoE <br />< <br />0 <br />z <br />0 <br />-8395 <br />ul -jaw 6 <br />r. z 5 < - <br />x <br />U) <br />U) <br />u- <br />0 <br />-8390 <br />0 <br />0 a) <br />0 <br />z X <br />EL <br />LLj <br />w0 <br />8385 <br />z <br />0 <br />0 <br />rn <br />w <br />0 <br />60 70 80 90 10,0 1 00) <br />110 120 130 140 LU z -6 <br />20 <br />NOTES: U) z <br />1 TOPOGRAPHY FROM THE STATE OF COLORADO POST 2013 FLOOD LIDAR. <br />2. TIMES MINE SURVEY BY KARL G. SWIFT PLS IN 1986, UPDATED WHERE ACCESSIBLE 4/2712019 <br />3. TIMES MINE GEOLOGIC MAP PLAN VIEW BY RUSSELL R. MCLELLAN, 1947. <br />DRAFT PROJECT: 22690002.000 <br />1 <br />NOT FOR DATE: MAY 2022 <br />4. TIMES AN WYNONA MINE PROFILE PROVIDED BY COLORADO MILLING COMPANY BASED ON SHEET <br />MAPS BY J.E. BYRON AND A.E. REARDON 1934 AND 1947. CONSTRUCTION4 OF 6 <br />0 Schnabel Engineering 2022 All Rights Reserved <br />Lo <br />0 <br />CA <br />L <br />z <br />8400 <br />U) <br />qoE <br />Lu Z OD 0 <br />50co 0 <br />-8395 <br />ul -jaw 6 <br />r. z 5 < - <br />x <br />m - r- <br />ou) (D <br />mc J(q <br />-8390 <br />0 <br />0 a) <br />0 <br />z X <br />-0 <br />z <br />Lu o uj <br />8385 <br />0 <br />D-0 <br />0z cn <br />D <br />0 <br />-8380 <br />0 <br />-8375 <br />C) <br />-8370 <br />(9 <br />z< <br />0 1 <br />8365 <br />0 <br />< <br />LL <br />0 Z <br />Z <br />83602 <br />w 75 <br />W o <br />z <br />w= <br />W <br />-j <br />8355 wW <br />w <br />Lu <br />< <br />Lu <br />5 <br />-8350 <br />— U) <br />X w <br />Z) <br />00 <br />8345 <br />m <br />-8340 <br />CL <br />-8335 <br />-8330 <br />0 < <br />-8325 <br />C%J < Lu <br />=1 c%j <br />> <:E <br />cl-j -j <br />W <br />Luuj <br />8320 <br />u- <br />0 LL < <br />60 70 80 90 10,0 1 00) <br />110 120 130 140 LU z -6 <br />20 <br />NOTES: U) z <br />1 TOPOGRAPHY FROM THE STATE OF COLORADO POST 2013 FLOOD LIDAR. <br />2. TIMES MINE SURVEY BY KARL G. SWIFT PLS IN 1986, UPDATED WHERE ACCESSIBLE 4/2712019 <br />3. TIMES MINE GEOLOGIC MAP PLAN VIEW BY RUSSELL R. MCLELLAN, 1947. <br />DRAFT PROJECT: 22690002.000 <br />1 <br />NOT FOR DATE: MAY 2022 <br />4. TIMES AN WYNONA MINE PROFILE PROVIDED BY COLORADO MILLING COMPANY BASED ON SHEET <br />MAPS BY J.E. BYRON AND A.E. REARDON 1934 AND 1947. CONSTRUCTION4 OF 6 <br />0 Schnabel Engineering 2022 All Rights Reserved <br />