Laserfiche WebLink
• • <br />4164A. 110 130 Whetstone Associates <br />PR 02 Exhibit 8(4) Page 178 Revised 1/31/11 <br />Probable Hydrologic Consequences New Elk <br />Mine <br />B -18 <br />• <br />• <br />Table B - 4. <br />Packer <br />Testing <br />Results <br />of Saturated <br />Sections <br />Borehole <br />NE -7 -10 <br />NE -8 -10 <br />NE -8 -10 <br />NE -10-10 <br />Test Number <br />1 <br />1 <br />2 <br />1 <br />Unit <br />Section Top <br />ft bgs <br />1079.0 <br />1097.1 <br />1097.1 <br />1372.0 <br />Section Bottom <br />ft bgs <br />1276.0 <br />1296.8 <br />1296.8 <br />1551.0 <br />Section Length <br />ft <br />197.0 <br />199.7 <br />199.7 <br />179.0 <br />Lithology <br />Saturated <br />Section <br />Saturated <br />Section <br />Saturated <br />Section <br />Saturated <br />Section <br />Transducer Depth <br />ft bgs <br />1177.5 <br />1109.0 <br />1109.0 <br />1461.5 <br />Borehole Radius <br />ft <br />0.260 <br />0.438 <br />0.438 <br />0.219 <br />Shape Factor (Cs) <br />Unitless <br />670.4 <br />463.1 <br />463.1 <br />709.0 <br />Shape Factor (F) <br />ft <br />174.3 <br />202.6 <br />202.6 <br />155.1 <br />Shut -In Static Pressure <br />psi <br />34.6 <br />11.4 <br />11.6 <br />183 <br />Shut -In Static Water Level <br />ft bgs <br />1097.6 <br />896.3 <br />8310 <br />Step 1 PTOTAL <br />psi <br />476.1 <br />140.7 <br />158.2 <br />120.6 <br />Step 2 PTOTAL <br />psi <br />485.8 <br />159.3 <br />127.3 <br />Step 3 PTOTAL <br />psi <br />498.8 <br />141.7 <br />122.6 <br />Step 4 PTOTAL <br />psi <br />487.4 <br />104.9 <br />118.3 <br />Step 5 PTOTAL <br />psi <br />479.9 <br />Step 1 A P <br />psi <br />441.5 <br />129.3 <br />146.6 <br />120.6 <br />Step 2 A P <br />psi <br />451.2 <br />147.9 <br />127.3 <br />Step 3 A P <br />psi <br />464.2 <br />130.3 <br />122.6 <br />Step 4 A P <br />psi <br />452.8 <br />93.5 <br />118.3 <br />Step 5 A P <br />psi <br />445.3 <br />Step 1 A h <br />ft <br />1019.6 <br />298.5 <br />338.6 <br />278.5 <br />• <br />Step 2 A h <br />Step 3 A h <br />ft <br />ft <br />1042.0 <br />1072.1 <br />341.5 <br />300.8 <br />294. <br />283.1 1 <br />• <br />Step 4 A h <br />ft <br />1045.7 <br />215.9 <br />273.2 <br />Step 5 A h <br />It <br />1028.4 <br />Step 1 Flow <br />gpm <br />36.7 <br />170.5 <br />195.3 <br />180.0 <br />Step 2 Flow <br />gpm <br />38.7 <br />195.3 <br />181.7 <br />Step 3 Flow <br />gpm <br />40.7 <br />170.0 <br />179.3 <br />Step 4 Flow <br />gpm <br />37.7 <br />130.0 <br />178.0 <br />Step 5 flow <br />gpm <br />34.3 <br />Step 1 Flow <br />fe /day <br />7065 <br />32821 <br />37595 <br />34650 <br />Step 2 Flow <br />ft' /day <br />7450 <br />37595 <br />34977 <br />Step 3 Flow <br />ft' /day <br />7835 <br />32725 <br />34515 <br />Step 4 Flow <br />ft' /day <br />7257 <br />25025 <br />34265 <br />Step 5 flow <br />ft' /day <br />6603 <br />Step 1 K <br />ft/day <br />0.04 <br />0.54 <br />0.55 <br />0.18 <br />Step 2 K <br />ft/day <br />0.04 <br />0.54 <br />0.17 <br />Step 3 K <br />ft/day <br />0.04 <br />0.54 <br />0.17 <br />Step 4 K <br />ft/day <br />0.04 <br />0.57 <br />0.18 <br />Step 5 K <br />ft/day <br />0.04 <br />Average K for test <br />0.04 <br />0.55 <br />0.55 <br />0.17 <br />ft/day <br />Average K for test <br />cm /sec <br />1.4E -05 <br />1.9E -04 <br />1.9E -04 <br />6.1E -05 <br />Test Quality <br />Good <br />Good <br />Good <br />Mod <br />Pressure (psi) <br />Notes: PTOTAL = Total <br />A P <br />= Differential <br />Pressure <br />(psi) <br />A It <br />= Differential <br />Head <br />(ft) <br />K <br />= Hydraulic <br />Conductivity <br />• • <br />4164A. 110 130 Whetstone Associates <br />PR 02 Exhibit 8(4) Page 178 Revised 1/31/11 <br />