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j where <br /> b=the thickness of the aquifer <br /> r . . <br /> W(u,r/B), s, 1,/u, and t are the parameters taken from the match point of.the . <br /> ploted data and type curves. <br /> Figures 3-6 and 3-7 are log-log plots of the data-from the pumping wells during each aquifer <br /> test. Pumping well MW-DIS-8S discharged water at 3 gpm, whereas pumping well MW- <br /> DIS-8D was pumped at 2.1 gpm. The drawdown in the wells is compared with a number of <br /> different r/B values to arrive at the most appropriate curve-matching scenario. '"Storage. <br /> coefficients were not calculated because there was no observable drawdown. <br /> Transmissivities calculated using the Hantush method are 20.3 Oday and 11.6 ftp/day for <br /> MW-DIS-8S and MW-DIS-8D, respectively. Assuming .a well screen of 20 feet in the A <br /> Zone and 10 feet in the B Zone,the hydraulic conductivities are 1.0 ft/day for both zones. <br /> Groundwater Modeling <br /> A finite element groundwater flow model was developed for the Disco site. The model <br /> covers an area of 10,000 feet by 10,000 feet and consists of 5 layers representing the <br /> hydrostratigraphic layers present at the site. The model consists of 6,672 nodes and 13,274 <br /> elements using the finite element code "Microfem" version 2.45. Based on typical amounts <br /> of groundwater recharge that would occur in the Stockton area, groundwater recharge from <br /> the surface was estimated to be 1 inch per year. <br /> Aquifer transmissivities for the A and B Zones developed from the analysis of pump testing <br /> data were applied to the multi-layer stratigraphic system consisting of five layers. The <br /> properties of the layers in the model are presented in Table 3-1. <br /> The model was calibrated to approximate the existing groundwater gradient in both" a <br /> horizontal and vertical direction. Based on groundwater level records, the typical horizontal <br /> component of the groundwater flow gradient is toward the northwest. However, this gradient <br /> is very small, about 0.001 ft/ft., <br /> Pumping from large production wells in eastern Stockton has historically produced a large <br /> cone of depression. The Disco site is located on the periphery of this regional depression, <br /> which appears to have a relatively flat gradient., There has been evidence of a downward <br /> gradient on the site that has not correlated with local production well pumping by Del <br /> Monte's adjacent Plant 33 to the north of the Disco Site. The downward vertical gradient at <br /> the Disco site is likely related to the regional pumping and the large cone of depression to the <br /> east and local recharge. <br /> 1 � <br /> sF010030982.DOC 3-11 <br />