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.7 <br />• <br />• <br />Probable Hydrologic Consequences New Elk Mine B -7 <br />Table B - 2. NE -5 -10 Packer Testing Results <br />4164A. 110 130 Whetstone Associates • <br />PR 02 <br />Exhibit 8(4) Page 167 <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 />10 <br />11 <br />Section Top <br />It bgs <br />525.3 <br />501.8 <br />486.0 <br />512.2 <br />459.6 <br />428.9 <br />405.5 <br />370.7 <br />346.0 <br />291.3 <br />316.0 <br />Section Bottom <br />ft bgs <br />549.1 <br />525.6 <br />509.8 <br />536.0 <br />483.4 <br />452.7 <br />429.3 <br />394.7 <br />370.0 <br />315.3 <br />340.0 <br />Section Length <br />ft <br />23.8 <br />23.8 <br />23.8 <br />23.8 <br />23.8 <br />23.8 <br />23.8 <br />24.0 <br />24.0 <br />24.0 <br />24.0 <br />Ms /st/ss /c <br />Allen + <br />Allen + <br />Apache <br />Max <br />Ms /st <br />St/ss > <br />Red + <br />Bing L <br />Ms /st <br />Lithology <br />o <br />ss /st/ms <br />Ss >st <br />ms /st ss <br />+ <br />well + <br />>ss <br />ms <br />ms /st <br />+ ms /st <br />>ss <br />ms /st/ss <br />ms /st <br />>ss <br />>ss <br />Transducer Depth <br />ft bgs <br />537.2 <br />513.7 <br />497.9 <br />524.1 <br />471.5 <br />440.8 <br />417.4 <br />382.7 <br />358.0 <br />303.3 <br />328.0 <br />Borehole Radius <br />ft <br />0.27 <br />0.27 <br />0.27 <br />0.27 <br />0.27 <br />0.27 <br />0.27 <br />0.27 <br />0.27 <br />0.27 <br />0.27 <br />Shape Factor (Cs) <br />Unitless <br />139.1 <br />139.1 <br />139.1 <br />139.1 <br />139.1 <br />139.1 <br />139.1 <br />139.9 <br />139.9 <br />139.9 <br />139.9 <br />Shape Factor (F) <br />ft <br />37.7 <br />37.7 <br />37.7 <br />37.7 <br />37.7 <br />37.7 <br />37.7 <br />37.9 <br />37.9 <br />37.9 <br />37.9 <br />Shut -In Static Pressure <br />psi <br />102.6 <br />84.5 <br />68.7 <br />73.4 <br />40.4 <br />17.5 <br />36.7 <br />37.4 <br />16.8 <br />72.4 <br />10.1 <br />Shut -In Static <br />ft bgs <br />300.2 <br />318.5 <br />339.2 <br />354.5 <br />378.1 <br />400.3 <br />332.6 <br />296.2 <br />319.1 <br />136.0 <br />304.6 <br />Water Level <br />Step 1 PTOTAL <br />psi <br />250.3 <br />238.4 <br />171.1 <br />211.9 <br />141.8 <br />175.1 <br />188.1 <br />167.8 <br />152.7 <br />164.1 <br />Step 2 PTOTAL <br />psi <br />274.9 <br />175.2 <br />243.5 <br />223.7 <br />204.0 <br />202.2 <br />171.7 <br />182.9 <br />Step 3 PTOTAL <br />psi <br />298.6 <br />187.6 <br />263.5 <br />247.0 <br />229.8 <br />219.6 <br />220.6 <br />192.5 <br />192.0 <br />Step 4 PTOTAL <br />psi <br />276.2 <br />190.7 <br />223.5 <br />201.9 <br />205.3 <br />200.0 <br />174.8 <br />184.1 <br />Step 5 PTOTAL <br />psi <br />250.0 <br />180.5 <br />205.6 <br />184.4 <br />186.0 <br />178.9 <br />154.5 <br />163.7 <br />Step 1 A P <br />psi <br />147.7 <br />153.9 <br />102.4 <br />138.5 <br />101.4 <br />157.6 <br />150.7 <br />151.0 <br />80.3 <br />154.0 <br />Step 2 A P <br />psi <br />172.3 <br />106.5 <br />170.1 <br />206.2 <br />166.6 <br />185.4 <br />99.3 <br />172.8 <br />Step 3 A P <br />psi <br />196.0 <br />118.9 <br />190.1 <br />229.5 <br />193.1 <br />182.2 <br />203.8 <br />120.1 <br />181.9 <br />Step 4 A P <br />psi <br />173.6 <br />122.0 <br />206.0 <br />165.2 <br />167.9 <br />183.2 <br />102.4 <br />174.0 <br />Step 5 A P <br />psi <br />147.4 <br />111.8 <br />188.1 <br />147.7 <br />148.6 <br />162.1 <br />82.1 <br />153.6 <br />Step 1 A h <br />ft <br />341.1 <br />355.4 <br />236.5 <br />319.9 <br />234.2 <br />364.0 <br />348.0 <br />348.7 <br />185.5 <br />355.7 <br />Step 2 A h <br />ft <br />397.9 <br />246.0 <br />392.8 <br />476.2 <br />384.8 <br />428.2 <br />229.3 <br />399.1 <br />Step 3 A h <br />ft <br />452.7 <br />274.6 <br />439.0 <br />530.0 <br />446.0 <br />420.8 <br />470.7 <br />277.4 <br />420.1 <br />Step 4 A h <br />ft <br />400.9 <br />281.8 <br />475.8 <br />381.5 <br />387.8 <br />423.1 <br />236.5 <br />401.8 <br />Step 5 A h <br />ft <br />340.4 <br />258.2 <br />434.4 <br />341.1 <br />343.2 <br />374.4 <br />189.6 <br />354.7 <br />Step 1 Flow <br />gpm <br />0.3 <br />13 <br />62.5 <br />46.5 <br />86 <br />7 <br />5.7 <br />3 <br />1.7 <br />0.16 <br />Step 2 Flow <br />gpm <br />0.3 <br />80 <br />46 <br />16.7 <br />8.8 <br />10 <br />2.0 <br />0.25 <br />Step 3 Flow <br />gpm <br />0.4 <br />87.3 <br />48.7 <br />18.0 <br />0.13 <br />11.9 <br />10.5 <br />2.6 <br />0.67 <br />Step 4 Flow <br />gpm <br />0.3 <br />80.3 <br />13.3 <br />0.15 <br />8.3 <br />8 <br />1.9 <br />0.13 <br />Step 5 flow <br />gpm <br />0.3 <br />62 <br />10.7 <br />0.15 <br />6.4 <br />6.2 <br />1.5 <br />0.05 <br />Step 1 Flow <br />ft' /day <br />57.8 <br />2503 <br />12031 <br />8951 <br />16555 <br />1348 <br />1097 <br />577.5 <br />327.3 <br />30.8 <br />Step 2 Flow <br />ft' /day <br />62.6 <br />15400 <br />8855 <br />3215 <br />1694 <br />1925 <br />385.0 <br />48.1 <br />Step 3 Flow <br />ft' /day <br />77.0 <br />16805 <br />9375 <br />3465 <br />25.0 <br />2291 <br />2021 <br />500.5 <br />129.0 <br />Step 4 Flow <br />ft' /day <br />57.8 <br />15458 <br />2560 <br />28.9 <br />1598 <br />1540 <br />365.8 <br />24.1 <br />Step 5 flow <br />ft' /day <br />57.8 <br />11935 <br />2060 <br />28.9 <br />1232 <br />1194 <br />288.8 <br />9.6 <br />Step 1 K <br />ft/day <br />0.004 <br />0.19 <br />1.4 <br />0.7 <br />1.9 <br />0.10 <br />0.08 <br />0.04 <br />0.05 <br />0.002 <br />Step 2 K <br />ft/day <br />0.004 <br />1.7 <br />0.6 <br />0.18 <br />0.12 <br />0.12 <br />0.04 <br />0.003 <br />Step 3 K <br />ft/day <br />0.005 <br />1.6 <br />0.6 <br />0.17 <br />0.001 <br />0.14 <br />0.11 <br />0.05 <br />0.008 <br />Step 4 K <br />ft/day <br />0.004 <br />1.5 <br />0.14 <br />0.002 <br />0.11 <br />0.10 <br />0.04 <br />0.002 <br />Step 5 K <br />ft/day <br />0.005 <br />1.2 <br />0.13 <br />0.002 <br />0.09 <br />0.08 <br />0.04 <br />0.001 <br />Average K for test <br />ft/day <br />0.004 <br />0.19 <br />1.5 <br />0.64 <br />1.9 <br />0.14 <br />0.002 <br />0.11 <br />0.09 <br />0.04 <br />0.004 <br />Average K for test <br />cm /sec <br />1.5E -06 <br />6.6E -05 <br />5.2E -04 <br />2.2E -04 <br />6.6E -04 <br />5.1E -05 <br />6.8E- <br />3.9E- <br />3.2E- <br />1.5E- <br />1.3E - <br />07 <br />05 <br />05 <br />05 <br />06 <br />Test Quality <br />Good <br />Poor <br />Mod <br />Mod <br />invalid <br />Good <br />Good <br />Good <br />Good <br />Good <br />Good <br />Notes: PTOTAL <br />= <br />Total Pressure (psi) <br />A <br />P = <br />Differential <br />Pressure (psi) <br />A <br />It = <br />Differential <br />Head (ft) <br />K <br />= <br />Hydraulic Conductivity <br />4164A. 110 130 Whetstone Associates • <br />PR 02 <br />Exhibit 8(4) Page 167 <br />Revised 1/31/11 <br />