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Smith Technology Corporation <br /> Quality Assurance/Quality Control Plan <br /> Revised February 1995 <br /> 10.0 WELL DEVELOPMENT PROTOCOL <br /> Groundwater monitoring wells will be surged and developed prior to setting the surface seal. <br /> Approximately 10 times the volume of water in the casing will be withdrawn if possible. Casing <br /> volumes will be calculated in the following manner: <br /> .............. <br /> .. ...... .. ...... <br /> N.O. <br /> ................ <br /> 6 <br /> H 44 <br /> . . ................. <br /> ............ <br /> Me 11 <br /> .D a . dms <br /> . ......... <br /> IN. <br /> . ......... <br /> 2 2.067 0.17 <br /> 4 4.026 0.66 <br /> LAR <br /> PEN-BOREiM.P . XN :U: <br /> F., <br /> ................ <br /> ML <br /> N <br /> ................ <br /> ........... <br /> . ................... <br /> .. ........... <br /> a <br /> nur <br /> .......... <br /> IWO <br /> ............ `.".�........... <br /> 10 . ................... <br /> ..........- <br /> .-U <br /> �3 <br /> -0, 116 <br /> X X <br /> "U..... <br /> .................. <br /> 7.25 2.14 0.29 2 1,91 0.26 <br /> 8.25 2.78 0.37 2 2.55 0.34 <br /> 10.25 4.29 0.57 2 4.06 0.54 <br /> 10.25 4.29 0.57 4 3.46 0.46 <br /> 12.25 6.13 0.62 4 5.30 0.71 <br /> Annular volumes will be multiplied by 30%to account for porosity of fitter pack. <br /> If the aquifer is slow to recharge, development will continue until recharge is too slow to practically <br /> continue. The volume of water produced versus time will be recorded. <br /> All withdrawn groundwater will be stored on-site in 55-gallon waste drums unless permission is <br /> granted by the appropriate regulatory agency to discharge the water to the ground surface or sanitary <br /> WAAdrnin\Shells\QAQC-97.DOC <br /> 9 <br />