Laserfiche WebLink
Final Technical Report, 2014 Monitoring Well Rehabilitation Program Bowie Mine A -3 <br />GW Monitor Well <br />4'I.D. Sch 40 <br />PVC Pipe Sheathing <br />protecting TDR --- <br />3/8' Bentonite <br />Chips & Native — <br />Fill <br />Unwashed sand - <br />cushion <br />337V- <br />341,0= <br />Completion Diagram <br />TDR Cable <br />-- Ground Elev.: 7094.49' <br />Colluvial material <br />(Boulders) <br />10' Dia, Hole <br />312' <br />3' I.D. Single Thread <br />Steel Casing <br />Sulfate Resistant I.D, Coat <br />Cement <br />- 6 3/4' Hole <br />542.0' - <br />554.48'— 19.84' by 3' I.D. Steel casing, <br />r - - -I.D. & ❑.11. Coat <br />574.31' — ._r- --3' to 2' Crossover <br />10' by 2' Din. 20 Slot Snndstone:. — 576.5' <br />Stainless Steel Screen Above B U <br />g L Upper <br />::f-- <br />Sand 5,91= •. .;,;`.: �—r- 587.5' <br />601.0— -- 607.9' <br />B Upper Seam <br />618.5' <br />Sulfate Resistant <br />Cement <br />— 677.8' <br />—690.31 <br />IpH values have stabilized. Well likely <br />compromised because water level varies from 9.8 <br />feet bqs to 111.3 feet bqs. <br />R❑LLINS SS <br />859.0'T.D. _ Bowie Resources Limited <br />GW Monitor Well DIAGRAM <br />P— TC -03 -02 <br />DWG'. LJ8 & GLH Date: 9/25/031 <br />November 2014 HydroGeo, Inc. <br />