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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 sea]. <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 Approximately 10 times the volume of water in the casing will be withdrawn if possible.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 /> ....#W.U� <br /> laches 1 c e <br /> ;aen <br /> . H........ <br /> IV-11.1,11, <br /> 2 2.067 0.17 <br /> 4 4.026 1 0.66 11 <br /> . .......... ... .. ............. <br /> ................ <br /> P ...... <br /> ............ AWR .N <br /> LE ANV�:�:-.J$Wu <br /> .................�N BASING <br /> .......... <br /> ........... <br /> .......... <br /> . ................ ........... 'xe <br /> ................ <br /> :Volum lLlne t Feet of P -­�J-0014 <br /> ............. <br /> ..................... <br /> .................a.'..s"...f.." <br /> .. ....... <br /> .... <br /> ..:.M. <br /> ... <br /> .. ... nul ... PA # <br /> . <br /> ... <br /> ........... <br /> ..... ................... .............. <br /> A es i <br /> ...................... <br /> .. .......... ...... <br /> ...... . ..... .......... ...... <br /> ................... <br /> .. ............... <br /> U <br /> ............ <br /> ............... <br /> alt.ont" <br /> .......... ............ <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 1 6.13 0.82 1 4 5.30 1 0.71 <br /> Annular volumes will be multiplied by 30%to account for porosity of filter 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 All withdrawn groundwater will be stored on-site in 55-gallon waste drums.unless permission is 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 /> W:\Admin\Shells\QAQC-97.D0C <br /> 9 <br />