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~ r t=tt=T - INC'r;E~ (i~~AXl1;'~U(:i~ <br />~- <br />BULKHEAD PERIMETER <br />3 <br />1 <br />DEPTH <br />& 4 INCf <br />HOLE <br />10 FGGT (h~INil:1~~1~~, <br />n <br />~/ <br />// <br />:'/~ .Q/ <br />AIR SIDE <br />C--- <br />2 INCH <br />8 FEET - 2 INCHES SCHEDULE 40 -TYPE 316 <br />MAXIMUM STAINLESS STEEL PIPE <br />3 <br />316 STAINLESS STEEL <br />BALL VALVE{S) <br />PIPE <br />6 ~ 5 ~ 4 <br />21NCH <br />SILL <br />Section A-A' -Bulkhead Elevation <br />'s' field Measurements by Will Beach, P.E. <br />Water Depth Monitoring Pipes (3 inch 8 4 inch Stainless) Projected onto Section B•6' <br /><Sections - Steve> <br />- ,~ --~ - <br />DRIFT BACK (tYN.) <br />WATER SIDE <br />DUAL 41NCH <br />SCH. 40 PVC <br />Section B-B' -Longitudinal Section -Elevation <br />~~~~ Steve Level -Bulkhead Closures <br />M.c.c. Cotter Cor . - Schwartzwalder Mine <br />M LevinlJ.F.AAbeei Steve Adit Bulkhead -As Built sheet Revision <br />By Section A-A' -Elevation O D <br />Pate: Section B-B' -Elevation ~ <br />11nch=3Feet Wing an nv~ronmen ervices, <br />Pest OIV9ce Box 1511 -Idaho Springs, CO -60452 - (303 567174 <br />