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2011-09-26_PERMIT FILE - C1981012 (24)
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2011-09-26_PERMIT FILE - C1981012 (24)
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Last modified
8/24/2016 4:43:23 PM
Creation date
11/3/2011 11:38:18 AM
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DRMS Permit Index
Permit No
C1981012
IBM Index Class Name
Permit File
Doc Date
9/26/2011
Section_Exhibit Name
EXHIBIT 08 HYDROLOGY AND GEOLOGY INFORMATION
Media Type
D
Archive
No
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u <br />Probable Hydrologic Consequences New Elk Mine B -3 <br />Table B - 1. NE -1 -10 Packer Testing Results <br />4164A. 110 130 <br />PR 02 <br />Exhibit 8(4) Page 163 <br />Whetstone Associates <br />Revised 1/31/11 <br />Test Number <br />Unit <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />Section Top <br />ft bgs <br />416.0 <br />370.0 <br />320.0 <br />308.0 <br />257.0 <br />243.0 <br />391.5 <br />343.5 <br />284.0 <br />Section Bottom <br />ft bgs <br />429.0 <br />383.0 <br />333.0 <br />321.0 <br />270.0 <br />256.0 <br />414.9 <br />366.9 <br />307.4 <br />Section Length <br />ft <br />13.0 <br />13.0 <br />13.0 <br />13.0 <br />13.0 <br />13.0 <br />23.4 <br />23.4 <br />23.4 <br />Ss & sh <br />Ss & ms <br />Ss /ms /sh <br />Lithology <br />Allen <br />Apache <br />Maxwell <br />Red <br />above <br />above <br />above <br />MSaxlwell <br />blw Red <br />Allen <br />Apache <br />Maxwell <br />Transducer Depth <br />ft bgs <br />418.2 <br />372.2 <br />322.2 <br />310.2 <br />259.2 <br />245.2 <br />403.2 <br />355.2 <br />295.7 <br />Borehole Radius <br />ft <br />0.21 <br />0.21 <br />0.22 <br />0.22 <br />0.22 <br />0.22 <br />0.22 <br />0.22 <br />0.22 <br />Shape Factor (Cs) <br />Unitless <br />108.3 <br />108.3 <br />104.5 <br />104.5 <br />104.5 <br />104.5 <br />160.6 <br />160.6 <br />160.6 <br />Shape Factor (F) <br />ft <br />22.6 <br />22.6 <br />22.9 <br />22.9 <br />22.9 <br />22.9 <br />35.1 <br />35.1 <br />35.1 <br />Shut -In Static Pressure <br />psi <br />51.2 <br />31.3 <br />56.0 <br />20.3 <br />53.3 <br />3.5 <br />111.8 <br />51.2 <br />23.4 <br />Shut -In Static Water Level <br />ft bgs <br />299.9 <br />299.9 <br />192.9 <br />263.3 <br />136.0 <br />237.2 <br />145.1 <br />237.0 <br />241.7 <br />Step 1 PTOTAL <br />psi <br />200.0 <br />175.8 <br />168.1 <br />154.6 <br />114.9 <br />184.6 <br />138.5 <br />146.2 <br />Step 2 PTOTAL <br />psi <br />214.9 <br />185.7 <br />183.5 <br />153.1 <br />164.3 <br />128.6 <br />194.0 <br />161.9 <br />Step 3 PTOTAL <br />psi <br />237.1 <br />197.2 <br />203.3 <br />172.7 <br />170.6 <br />147.5 <br />204.8 <br />180.6 <br />Step 4 PTOTAL <br />psi <br />219.0 <br />182.7 <br />155.5 <br />161.8 <br />135.8 <br />194.1 <br />163.4 <br />Step 5 PTOTAL <br />psi <br />203.3 <br />165.7 <br />146.8 <br />150.1 <br />122.7 <br />184.8 <br />149.0 <br />Step 1 A P <br />psi <br />148.8 <br />144.5 <br />112.1 <br />101.3 <br />111.4 <br />72.8 <br />87.3 <br />122.8 <br />Step 2 A P <br />psi <br />163.7 <br />154.4 <br />127.5 <br />132.8 <br />111.0 <br />125.1 <br />82.2 <br />138.5 <br />Step 3 A P <br />psi <br />185.9 <br />165.9 <br />147.3 <br />152.4 <br />117.3 <br />144.0 <br />93.0 <br />157.2 <br />Step 4 A P <br />psi <br />167.8 <br />126.7 <br />135.2 <br />108.5 <br />132.3 <br />82.3 <br />140.0 <br />Step 5 A P <br />psi <br />152.1 <br />109.7 <br />126.5 <br />96.8 <br />119.2 <br />73.0 <br />125.6 <br />Step 1 A h <br />ft <br />343.7 <br />333.8 <br />259.0 <br />233.9 <br />257.3 <br />168.1 <br />201.6 <br />283.6 <br />Step 2 A h <br />ft <br />378.1 <br />356.6 <br />294.5 <br />306.7 <br />256.3 <br />289.0 <br />189.9 <br />319.8 <br />Step 3 A h <br />It <br />429.3 <br />383.2 <br />340.3 <br />351.9 <br />270.8 <br />332.6 <br />214.8 <br />363.0 <br />Step 4 A h <br />ft <br />387.5 <br />292.7 <br />312.2 <br />250.5 <br />305.6 <br />190.1 <br />323.3 <br />Step 5 A h <br />ft <br />351.3 <br />253.4 <br />292.1 <br />223.5 <br />275.3 <br />168.6 <br />290.0 <br />Step I Flow <br />gpm <br />15.3 <br />28.7 <br />1.38 <br />1.95 <br />7.8 <br />34.0 <br />108.70 <br />2.00 <br />Step 2 Flow <br />gpm <br />16.0 <br />32.0 <br />1.62 <br />2.74 <br />1.51 <br />10.0 <br />383 <br />2.50 <br />Step 3 Flow <br />gpm <br />20.0 <br />40.3 <br />1.93 <br />4.30 <br />6.73 <br />14.1 <br />46.3 <br />3.50 <br />Step 4 Flow <br />gpm <br />15.3 <br />1.22 <br />2.80 <br />4.05 <br />11.4 <br />37.7 <br />2.52 <br />Step 5 flow <br />gpm <br />11.6 <br />0.92 <br />2.35 <br />2.44 <br />9.1 <br />31.7 <br />1.96 <br />Step 1 Flow <br />ft' /day <br />2945 <br />5525 <br />266 <br />375 <br />1507 <br />6545 <br />20925 <br />385 <br />Step 2 Flow <br />ft' /day <br />3080 <br />6160 <br />312 <br />527 <br />291 <br />1925 <br />7373 <br />481 <br />Step 3 Flow <br />ft' /day <br />3850 <br />7758 <br />372 <br />828 <br />1296 <br />2714 <br />8913 <br />674 <br />Step 4 Flow <br />ft' /day <br />2945 <br />235 <br />539 <br />780 <br />2195 <br />7257 <br />485 <br />Step 5 flow <br />ft' /day <br />2233 <br />177 <br />452 <br />470 <br />1752 <br />6102 <br />377 <br />Step 1 K <br />ft/day <br />0.38 <br />0.73 <br />0.04 <br />0.07 <br />0.26 <br />1.1 <br />3.0 <br />0.04 <br />Step 2 K <br />ft/day <br />0.36 <br />0.77 <br />0.05 <br />0.08 <br />0.05 <br />0.29 <br />1.1 <br />0.04 <br />Step 3 K <br />ft/day <br />0.40 <br />0.90 <br />0.05 <br />0.10 <br />0.21 <br />0.36 <br />1.2 <br />0.05 <br />Step 4 K <br />ft/day <br />0.34 <br />0.04 <br />0.08 <br />0.14 <br />0.31 <br />1.1 <br />0.04 <br />Step 5 K <br />ft/day <br />0.28 <br />0.03 <br />0.07 <br />0.09 <br />0.28 <br />1.0 <br />0.04 <br />Average K for test <br />ft/day <br />0.35 <br />0.80 <br />0.04 <br />0.08 <br />0.09 <br />0.30 <br />1.1 <br />3.0 <br />0.04 <br />Average K for test <br />cm /sec <br />1.2E- <br />2.8E- <br />1.4E -05 <br />2.8E -05 <br />3.1E -05 <br />1.1E- <br />3.9E -04 <br />1.0E -03 <br />1.5E -05 <br />04 <br />04 <br />04 <br />Test Quality <br />Good <br />Good <br />Good <br />Good <br />Good <br />Good <br />Good <br />Invalid <br />Good <br />Notes: PTOTAL <br />= Total Pressure (psi) <br />A P <br />= Differential <br />Pressure (psi) <br />A h <br />= Differential <br />Head (ft) <br />K <br />= Hydraulic Conductivity <br />4164A. 110 130 <br />PR 02 <br />Exhibit 8(4) Page 163 <br />Whetstone Associates <br />Revised 1/31/11 <br />
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