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CV4%TC <br /> • A S S O C I A T E S I N C <br /> GROUNDWATER FLOW DIRECTION <br /> Water level measurements were collected from monitoring wells MW 1, MW2, and MW3 on <br /> March 21, 2001 Water level elevations ranged from 38 91 to 39 00, representing an average <br /> decrease in water table elevation of approximately 0 41 feet since December 2000 The water <br /> level data were used to develop the groundwater elevation contour map (Figure 3) Assuming <br /> that horizontal isotropic conditions prevail, groundwater in the uppermost aquifer beneath the <br /> site flowed towards the north-northeast The average hydraulic gradient on March 21, 2001 was <br /> calculated to be 0 001 or approximately 7 2 ft/mile A summary of groundwater monitoring data <br /> is presented in Table 1 <br /> ADDITIONAL FIELD WORK <br /> On March 21, 2001 monitoring wells MWI, MW2, and MW3 were resurveyed for elevation <br /> Monitoring well MW 1 was set at an arbitrary elevation of 65 feet above mean sea level based on <br /> USGS 7 5 Minute Topographic Quadrangles, Manteca, Ripon, and Salida The results show that <br /> the original survey elevations were correct <br /> CONCLUSIONS <br /> Groundwater flow direction and gradient is consistent with previous sampling events Water <br /> table elevations have decreased slightly since the December 2000 monitoring event <br /> Groundwater matrix analytical results remained within historical parameters as set by previous <br /> groundwater matrix analytical results <br /> RECOMMENDATIONS <br /> Based on the results of the first quarter 2001 monitoring event, we recommend continued <br /> quarterly groundwater monitoring with analysis of samples for TPHg and BTEX <br /> Please contact our office at (209) 579-2221 if you have any questions or comments <br /> Respectfully submitted, <br /> ATC Associates Inc <br /> &oSellman <br /> Geologist JU O <br /> Jeanne Hornsey, P E <br /> CA Registered Civil Engineer No 47410 A-'40 <br /> cc Mr Paul Van Dyken, Sr,N & S Irrigation <br /> Marty Hartzell, RWQCB - <br /> w lwordpro11498111QR-0l doc 3 <br />