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i <br /> Di Sulva Trucking Report <br /> August 31 1995 <br /> Pogc 3 <br /> • the water column existing above the confining Iayer was relatively small, approximately 3 <br /> feet prior to pumping <br /> On August 14, 1995, Condor installed in MW1 a groundwater pumping system designed for <br /> ishort-term, continuous operation On August 22, the system was turned off Groundwater samples <br /> were collected from MW1 on August lb, 1995, following the removal of approximately 3,800- <br /> gallons of groundwater, and on August 22, 1995, following system shut down The work was <br /> performed according to Condor's Work Plan for Modified Groundwater Sampling, dated July 25, <br /> 1995, and approved by San Joaquin County Environmental Health Department, Public Health <br /> Services (SJCEHD,PHS) <br />' 3.1 Groundwater Pumping System <br /> The groundwater pumping system consisted of a shaft driven, brass, gear pump and an <br />' electric motor Pulleys installed on the motor and pump shaft were connected via a V belt and the <br /> pump and motor were bolted to a metal mounting plate The mounting plate was located at the <br /> ground surface near MW1 Polyvinyl tubing was installed from the pump to a foot valve and the <br /> foot valve was located approximately 3 5 feet below the static water level in MW1 Approximately <br /> 15,700-gallons of groundwater were removed dunng the systems 8 days of continuous operation <br /> The groundwater was discharged from the pump to a 21,000-gallon storage vessel located near <br /> MW 1 <br />' 3.2 Pumping Results <br />' To evaluate the area influenced by the pumping system, the equation for the volume of a <br /> cylinder having a porosity of X was used <br /> V=(n r 2H)X <br /> where V = volume of water (ftp) <br />' r = radius of influence (ft) <br /> H — height of water column above confining layer (ft) <br />' X = porosity of aquifer bearing zone above confining layer <br />' Solving for r, <br /> rT V <br /> n HX <br /> 1 <br /> • <br />' $� CONDOR <br />