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2009-04-08_REVISION - C1983058
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2009-04-08_REVISION - C1983058
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Entry Properties
Last modified
8/24/2016 3:45:21 PM
Creation date
4/9/2009 10:26:32 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1983058
IBM Index Class Name
REVISION
Doc Date
4/8/2009
Doc Name
Information Regarding Construction & Completion of Well TPW-1 (TOJ)
From
DRMS
To
Jeff Boleski
Type & Sequence
SL2
Email Name
KAG
Media Type
D
Archive
No
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t encountered as shown on plate 3. The mine <br />should have over a million gallons in storage <br />of a remarkably high quality water. Two water <br />teats are enclosed in the appendix; one of <br />April 23, 1969 by the State Health Department <br />and one of March, 1974, taken by F.M. Fox and <br />Associates. The only high chemical contents <br />are sodium and total dissolved solids, neither <br />of which are of serious concern." <br />There is no indication whether the difference in water levels <br />in the two main pockets of water is due to different aquifers <br />being tapped or, if so, what isolates 'the two pockets from each <br />other. <br />4.0 Monitor Well TP-W1 <br />Early in May, 1983 an exploration hole that had been drilled <br />with mud, near the south end of the proposed Twin Pines No. 2 <br />Mine area, was completed by J.F. Sato and Associates as monitor <br />hole TP-W1. It was backfilled to a depth of 205 feet, cleaned <br />. and cased with 2-inch schedule 40 PVC to monitor the sandstone <br />aquifer just below the Brookside seam. As shown in figure <br />2.04.7(1)-3 a 5-foot slotted PVC screen was placed opposite the <br />sandstone aquifer in the interval from 191 to 196 feet. This <br />zone was packed with No. 8-14 Fountain Sand gravel and isolated <br />from below and above with bentonite. The rest of the hole was <br />backfilled to the surface with 1/4 to 3/8-inch pea gravel. The <br />surface was sealed off with cement and a 2 1/2 feet, 15-inch <br />steel pipe with a hood and padlock was embedded in the cement to <br />protect the PVC casing. <br />The geophysical logs for borehole T.P. No. 8 (fig. <br />2.04.70)-1) and monitor hole TP-W1 (fig. 2.04.7(1)-2) show that <br />there is a shale unit 2 to 3 feet thick between the Brookside <br />coal and the underlying sandstone aquifer. The cross-sections in <br />figures 2.04.6-1 and 2.04.6-2 do not show this shale because of <br />scale but the sandstone is extensively seen as a sheet-like body <br />throughout the project area. <br />JFSA-36
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