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Probable Hydrologic Consequences New Elk Mine B -13 <br />� a <br />Table B - 3. NE -6 -10a Packer Testing Results (Continued) <br />Section Top <br />Unit <br />1 8(4) <br />718.0 <br />Test Number <br />9(4) 10(4) <br />690.0 602.0 <br />ft bgs <br />Section Bottom <br />It bgs <br />800.0 <br />800.0 <br />800.0 <br />Section Length <br />ft <br />82.0 <br />110.0 <br />198.0 <br />Lithology <br />Apache <br />Maxwell <br />Red <br />Borehole Radius <br />ft <br />0.2 <br />0.2 <br />0.2 <br />Shape Factor (Cs) <br />Unitless <br />387.9 <br />480.6 <br />738.2 <br />Shape Factor (F) <br />ft <br />88.8 <br />110.1 <br />169.0 <br />Shut -In Static <br />It bgs <br />560.5 <br />544.0 <br />511.4 <br />Water Level <br />Hg <br />ft <br />560.5 <br />544.0 <br />511.4 <br />Step 1 Gp <br />psi <br />23.0 <br />23.0 <br />20.0 <br />Step 2 Gp <br />psi <br />39.0 <br />41.0 <br />40.0 <br />Step 3 Gp <br />psi <br />61.0 <br />60.0 <br />57.0 <br />Step 4 Gp <br />psi <br />37.0 <br />38.0 <br />38.0 <br />Step 5 Gp <br />psi <br />23.0 <br />20.0 <br />17.5 <br />Step 1 Hp <br />ft <br />53.1 <br />53.1 <br />46.2 <br />Step 1 Hp <br />ft <br />90.1 <br />94.7 <br />92.4 <br />Step 1 Hp <br />ft <br />140.9 <br />138.6 <br />131.6 <br />Step 1 Hp <br />ft <br />85.5 <br />87.8 <br />87.8 <br />Step I Hp <br />ft <br />53.1 <br />46.2 <br />40.4 <br />Step 1 Flow <br />gpm <br />38.5 <br />49.2 <br />59.2 <br />Step 2 Flow <br />gpm <br />45.0 <br />58.5 <br />67.5 <br />Step 3 Flow <br />gpm <br />53.5 <br />67.5 <br />74.0 <br />Step 4 Flow <br />gpm <br />42.7 <br />56.0 <br />62.0 <br />Step 5 flow <br />gpm <br />37.7 <br />49.0 <br />53.0 <br />Step 1 FLC (') <br />ft/100ft pipe <br />5.3 <br />8.2 <br />11.5 <br />Step 2 FLC(') <br />Step 3 FLC(') <br />ft/100ft pipe <br />ft/100ft pipe <br />7. <br />9.6 6 <br />11.3 <br />14.7 <br />14.7 <br />17.5 <br />Step 4 FLCI" <br />ft/l00ft pipe <br />6.3 <br />10.4 <br />12.6 • <br />Step 5 FLC(') <br />ft/10011 pipe <br />5.1 <br />8.1 <br />9.4 <br />Step 1 Hf <br />ft <br />29.5 <br />44.4 <br />58.9 <br />Step 2 Hf <br />ft <br />39.2 <br />61.4 <br />75.3 <br />Step 3 Hf <br />ft <br />53.8 <br />80.1 <br />89.3 <br />Step 4 Hf <br />ft <br />35.6 <br />56.8 <br />64.3 <br />Step 5 Hf <br />ft <br />28.4 <br />44.2 <br />48.2 <br />Step 1 A P(Z) <br />ft <br />584.2 <br />552.7 <br />498.7 <br />Step 2 A P(') <br />ft <br />611.3 <br />577.3 <br />528.5 <br />Step 3 A P") <br />ft <br />647.6 <br />602.5 <br />553.8 <br />Step 4 A PAZ) <br />ft <br />610.4 <br />575.0 <br />534.8 <br />Step 5 A PAZ) <br />ft <br />585.2 <br />546.0 <br />503.7 <br />Step 1 A h(') <br />psi <br />252.9 <br />239.3 <br />215.9 <br />Step 2 A h(') <br />psi <br />264.7 <br />250.0 <br />228.8 <br />Step 3 A h(') <br />psi <br />280.4 <br />260.9 <br />239.8 <br />Step 4 A h(') <br />psi <br />264.3 <br />249.0 <br />231.6 <br />Step 5 A h(') <br />psi <br />253.4 <br />236.4 <br />218.1 <br />Step 1 Flow <br />ft' /day <br />7411 <br />9465 <br />11390 <br />Step 2 Flow <br />ft' /day <br />8663 <br />11261 <br />12994 <br />Step 3 Flow <br />ft' /day <br />10299 <br />12994 <br />14245 <br />Step 4 Flow <br />ft' /day <br />8214 <br />10780 <br />11935 <br />Step 5 flow <br />ft' /day <br />7251 <br />9433 <br />10203 <br />Step I K <br />ft/day <br />0.14 <br />0.16 <br />0.14 <br />Step 2 K <br />ft/day <br />0.16 <br />0.18 <br />0.15 <br />Step 3 K <br />ft/day <br />0.18 <br />0.20 <br />0.15 <br />Step 4 K <br />ft/day <br />0.15 <br />0.17 <br />0.13 <br />Step 5 K <br />ft/day <br />0.14 <br />0.16 <br />0.12 <br />Average K for test <br />0.15 <br />0.17 <br />0.14 <br />ft/day <br />Average K for test <br />cm /sec <br />5.5E -05 <br />6.0E -05 <br />4.8E -05 <br />• . <br />4164A.110130 Whetstone Associates 6 <br />PR 02 Exhibit 8(4) Page 173 Revised 1/31/11 <br />