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KLEINI=ELDER <br /> • The wells are constructed in 8- or 10-Inch diameter borings <br /> • Well screen sections are perforated with 0 010- or 0 020-Inch factory-cut slots <br /> • The wells are generally screened from 5 feet above to 15 feet below first <br /> groundwater <br /> • The screen length Is reduced if an aqultard with a minimum thickness of 5 feet is <br /> encountered If an apparent aqultard Is encountered, the well Is usually <br /> terminated 1 to 2 feet Into the aqultard Effort Is made not to screen across two <br /> aquifers If confined aquifer conditions or high vadose zone contamination are <br /> encountered, the well screen is usually not set above the depth of first <br /> encountered groundwater Wells are usually not set in areas of suspected <br /> significant soil contamination <br /> The PVC pipe and end caps are steam cleaned prior to installation <br /> • The annular space between the screen and the wall of the boring Is backfilled <br /> with the appropriate clean sand to approximately 2 feet above the top of the <br /> perforated sections Based on soil logs or a sieve test, modifications may be <br /> made regarding the size of sand to be used Installation of the sand may require <br /> that the sand be tremmied, using clean water <br /> A 3- to 5-foot bentonite plug Is laced above the sand pack to provide a seal <br /> • P g p <br /> against surface water Infiltration and to reduce the potential for cement grout to <br /> Infiltrate Into the water <br /> The remaining annular space is filled to the surface with cement/bentonite grout <br /> The wells are secured In an aboveground or underground locking stovepipe <br /> The well heads may be enclosed in a water tight cement utility box set flush to <br /> the ground surface when located In a traffic area <br /> A-3.2 Monitoring Well Development <br /> The wells are developed to reduce the effects of drilling on the formation and to <br /> Increase the effective hydraulic radius of the wells <br /> Monitoring wells are generally developed 24 to 48 hours after Installation to allow the <br /> grout to set Each well Is first sampled with a clear disposable bailer to visually Inspect <br /> for a hydrocarbon layer or sheen If no product layer or sheen Is observed on the <br /> water, the well is developed by surging, pumping, or balling Surging along the <br /> screened Interval of the well Is performed to draw the sediment from the formation Into <br /> the filter pack and the well, and to set the sand pack Development continues until the <br /> discharge runs relatively clear of fines Approximately 5 to 10 well volumes are <br /> generally removed from each monitoring well Discharge water is stored In 55-gallon <br /> 28209 T09/ST05R1454/DN Iv Page A-4 <br /> 1112005, Kleinfelder, Inc November 30,2005 <br /> 3 <br />