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Vj <br /> a <br /> F <br /> A 5 S 0 <br /> 3.2 Hydrogeolozy <br /> Water level measurement r <br /> s were collected during dissipation tests from the uppermost water <br /> bearing zone in borings CPT-2 through CPT-5, from June 16 through 19, 2003 The water level <br /> at CPT-2 was measured to be approximately 64 feet bgs The water level at CPT-3 was <br /> measured to be approximately 66 75 feet bgs The water level at CPT-4 was measured to be <br /> ' approximately 65 22 feet bgs The water level at CPT-5 was measured to be approximately <br /> 62 30 feet bgs <br /> On July 21, 2003, water levels were collected prior to the start of the pump test from wells MW1, <br /> MW3, MW6, MW7, ASI, AS1d, PZ113(d), DW, and PZ1A(d) The water level data from the <br /> monitoring wells were used to develop the groundwater elevation contour map (Figure 3) <br /> Assuming that horizontal isotropic conditions prevail, groundwater in the uppermost aquifer <br /> beneath the site flowed towards the southeast The average hydraulic gradient on July 21, 2003 <br /> was calculated to be 0 01 ft/ft or approximately 55 ft/mile A summary of groundwater <br /> ' monitoring data is presented in Table 3 <br /> 4.0 GROUNDWATER PUMP TEST <br /> A groundwater pump test was recommended by ATC in its Workplan for Additional Subsurface <br /> Investigation at Pacific Coast Recreation, 3755 Munford Avenue, Stockton, California, dated <br />' February 13, 2003 and approved in correspondence from SJEHD, dated April 10, 2003 The <br /> purpose of the pump test was to investigate the vertical connectivity between shallow and deep <br /> aquifers and to assess the effects of pumping on vertical plume migration in the vicinity of the <br />' former USTs <br /> The scope of work for the pump tgst consisted of the extraction of groundwater from the <br /> domestic well for approximatelyAours, and monitoring the changes in groundwater levels in <br /> observation points AS 1, AS1(d), PZ1a(d), PZlb(d), MW 1, MW3, MW6, and MW7 <br />' 4_1 Groundwater Pump Test Methods and Procedures <br /> The groundwater pump test was conducted on July 21, 2003 over an approximate 5-hour period <br /> by extracting groundwater at a generally constant rate from the domestic well on site <br />' The domestic well is typically operated on a periodic basis during the work week (Monday <br /> through Friday) with an approximate groundwater extraction rate of 700 gallons per day or 0 5 <br /> gallons per minute On Friday July 18, 2003 ATC installed pressure-sensitive transducers in <br /> wells AS 1, MW3, and MW6 On July 21, 2003 before the start of the pump test, depth to water <br /> levels were measured to determine baseline groundwater levels and the magnitude of background <br /> fluctuations in water levels caused by barometric, tidal, or other influences <br /> S\Enviromenta11163931REPORTSIcptpumpreport doe 5 <br />