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2012-09-28_REVISION - M1977307 (17)
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2012-09-28_REVISION - M1977307 (17)
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Last modified
6/15/2021 2:25:47 PM
Creation date
10/23/2012 8:10:03 AM
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Template:
DRMS Permit Index
Permit No
M1977307
IBM Index Class Name
REVISION
Doc Date
9/28/2012
Doc Name
EPP-Submittal- PEEL Environmental Report
From
Cotter
To
DRMS
Type & Sequence
AM1
Media Type
D
Archive
No
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Location Uravan -Club Mesa <br />Date 4/14/93 <br />Geohydrologist F. A. Peel <br />Borehole Tested CM93 -3 <br />0= 0.025 gal /min <br />L. 5 ft <br />H* 579.67 ft <br />rr 0.33 ft <br />Permeability (k) . 3.7E -06 gal/min/ft "2 <br />2.5E -07 cm /sec <br />Formation Tested Summerville <br />0= 0 gal/min <br />L. O ft <br />H= O ft <br />r= 0.00 ft <br />Permeability (k) = gal/min/ft "2 <br />cmisec <br />0 = Pump rate under static conditions <br />L - Length of test section <br />H = Differential head under static conditions <br />r = radius of hole tested <br />Table 3 <br />CONSTANT HEAD TESTS CM93 -3 <br />Test I 1 <br />Depth to Bottom of Borehole 190 ft <br />Depth to Top of Test Section 185 ft <br />Depth to Base of Test Section 190 ft <br />Diameter of Borehole 8 in <br />Depth to Ground Water — WA — ft <br />Height of Press Gage Above G.I 6.4 ft <br />Pressure (static conditions) -- irr psi <br />Pump Rate (static conditions) 0.0 5 gal/min <br />Test # <br />Depth to Bottom of Borehole ft <br />Depth to Top of Test Section ft <br />Depth to Base of Test Section ft <br />Diameter of Borehole in <br />Depth to Ground Water ft <br />Height of Press Gage Above G.L It <br />Pressure (static conditions) psi <br />Pump Rate (static conditions) gal /min <br />K = <br />a <br />x Ini L ) <br />2axLxH \ r <br />
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