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The following table lists the observation wells, the top of PVC casing elevations, and the distances <br /> from the pumping well <br /> Well Reference Distance to <br /> Elevation well MW-4 <br /> EW-1 25 95A Not Applicable <br /> MW-5 26 333 415 <br /> P-3 2626 B 1587 <br /> P-5 26 33B 2775 <br /> P-2 2617 B 3350 <br /> P-4 26 68B 3420 <br /> P-1 26 333 4323 <br /> Notes A - Measured off of well MW-5 <br /> B - From information provided by Aquascience <br /> 1 1 Pump Test Equipment <br /> The constant rate pump test was performed using a Grundfos Pumps Corporation 5E3 <br /> submersible electric pump This is a 4-inch, five stage pump capable of up to 7 gallons per minute <br /> (GPM), depending on the total dynamic head conditions This pump was powered by a '/2-HP, <br /> 115-volt, single phase Franklin submersible electric motor The pump/motor combination was <br /> fitted with a bottom entry coohng shroud. The pumping well was 18.41 feet in depth below the <br /> top of the 6-inch PVC casing, being 18.99 feet below the top of the rim of the protective cover <br /> The total available drawdown in the well, the distance from the static water level to the top of the <br /> pump, was approximately 5 98 feet <br /> I <br /> Pump discharge during the constant rate test was controlled using a nominal 1 5 GPM flexible <br /> membrane orifice flow control valve (Dole"m Flow Regulator). Constancy of flow through these <br /> devices is within a few percent at specific differential dynamic head configurations Similar flow <br /> control valves were used for the step drawdown test as discussed below in Section 2 The flow <br /> rate was measured using an Omega Engineering, Inc Totalizing flow meter <br /> Water levels in five observation wells and in the pumping well were measured manually and using <br /> submersible pressure transducers, however the data was rejected for the reasons indicated The <br /> H2 0 GEO L A GROUND WATER CONSULTANCY <br />