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Well Development Protocol <br /> Groundwater monitoring wells will be surged developed prior to <br /> setting the surface seal. Approximately 10 times the volume of <br /> water in the casing will be withdrawn if possible. Casing <br /> volumes will be calculated in the following manner: <br /> Volume of Schedule 40 PVC Pipe <br /> ' Diameter Z.D. Volume <br /> (inches) (inches) Gal/linear ft. <br /> t ---- ---------- ----------- ---------- <br /> 2 2.067 o <br /> .17 <br /> ' 4 4.026 0.66 <br /> ' Volume of Open Borehole and Annular Space <br /> Between Casing and Hole <br /> Volume/ Volume/ <br /> Hole linear ft. Nominal linear ft. of* <br /> Diameter of hole Casing Diameter Annular Space <br /> ( inches) Gal. Cu. ft. (inches) Gal. Cu. Ft. <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. 82 4 5.30 0.71 <br /> ' *Note: Annular volumes will be multiplied t plied by 30$ to account for <br /> porosity of filter pack. <br /> If the aquifer is slow to recharge, development will continue <br /> until recharge is too slow to practically continue. The volume <br /> of water produced versus time will be recorded. <br /> 1 <br />