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STODDARD & ASSOCIATES, (1994) <br /> Obiective• <br /> • Potential impacts of the San Joaquin River flood stage on the <br /> performance of the ponds. <br /> Analysis based on: <br /> • Hydrogeologic Information, (Vector, 1993). <br /> • Oakwood Lake level at -14 feet. <br /> Pond loading rate of 600,000 gpd, the ultimate buildout in Phase <br /> III. <br /> Hydrologic analysis was performed by <br /> utilizing the groundwater flow model "MODFLOW" <br /> developed & extensively used by USGS. <br />