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Smith Technology Corporation <br /> Quality Assumnce/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 Approximately 10 times the volume of water in the casing will be withdrawn if possible.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 /> P <br /> F <br /> pf,, C., 7 P P4, q?LVVC, ig. <br /> ME"" ::S <br /> ........ ........................................... <br /> jbL""inches <br /> X, -:1. ....X........................ <br /> 0 UM <br /> XUl.- <br /> nh <br /> ............ <br /> .......... <br /> . ................................................ <br /> . .............. <br /> ........... <br /> .......... <br /> 2 2.067 0.17 <br /> 4 4..026 0.66 <br /> 6 <br /> ........... <br /> ............ <br /> ULA X-ly X. <br /> .. . .......... MWFOLN:CASIN <br /> . ........................ .......... <br /> x, "X <br /> ........... .......... <br /> xx .. ... <br /> .............. ............ <br /> .......... <br /> A 1"'.. <br /> "AF . ­ - <br /> �.o UM <br /> 7 : f:��b 9 1 Vow <br /> .44 <br /> .......... <br /> ,x <br /> -.99in <br /> .......... <br /> ......... <br /> N .......... <br /> 'X X-1. <br /> .......................... ....... X X_X.: -:-XI.­-:ar ­ 'X':e":'X0"X':,. <br /> ......................... <br /> ... ... .... <br /> Vhido. <br /> x., X, <br /> .............. <br /> �':':XX. ..................................................... ............. <br /> .......... <br /> MOM........ ......... <br /> .................... <br /> ........................ ...................I................. <br /> -1 :,. j h <br /> ............................................................ <br /> Y, <br /> .......................................................... <br /> .......................... <br /> ...............X <br /> .................. ................. <br /> ............. <br /> ................... . ........................... .......... <br /> .............. .. <br /> X.- <br /> C <br /> ..... ....... ......... <br /> a ..... . <br /> 'UhItf <br /> C <br /> .............. <br /> ...............1... <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 /> 25 4.29 0.57 4 3.46 0.46 <br /> 12.25 6.13 0.82 4 5.30 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 penmission is <br /> granted by the appropriate regulatory agency to discharge the water to the ground surface or sanitary <br /> WAAdrnin\8bcIls\QAQC-97.D0C <br /> 9 <br />