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4 R <br /> d <br /> 31 <br /> GOLDEN GRAIN COMPAH' <br /> December 21+ 19 <br /> 89 <br /> 202/799-5045.05 MW-10, MW_11, and 14W- <br /> 1- with County requirements, <br /> To comp y Of <br /> the sewer line <br /> 14, all located within 50 feet horizontally Were sampled for <br /> located beneath the center of Moffat Boulevard, <br /> Fecal coliforms <br /> fecal coliform bacteria on November 15, le from MW-11 contained <br /> were not detected in F7W-10, but the same <br /> colonies/ml) , and that from Mw-14 <br /> 63 colonies per milliliter (Appendix IV) . Discussions <br /> contained more than 1,600 cine futur am requirements. <br /> with the County will determine future sampling <br /> 4.4 j;Y!1ROGE0L0GY <br /> and slug-out tests on MW-7 <br /> The data from both the slug-inendix V) that can be matched <br /> produce a well-defined curve pp The data from these ti,o tests <br /> with a high degree of confidence. <br /> produce solutions that match close ire <br /> further validating the <br /> - are summarized in Table 5• <br /> results. The data from these tests are presented in Appendix V. <br /> Full reports of slue test data <br /> :..__..... TABLE 5 <br /> SLUG TEST RESULTS <br /> p,�� HYDRAULIC <br /> WELL NO. TFTHICKNESSMCONDUCTIVITY <br /> WETRANSHISSIVITY <br /> 20 feet 24.4 gpd/ft <br /> z <br /> SLUG-IN 488 gpd/ft z <br /> 573 qpd/ft 20 feet <br /> SLUG-OUT 28.6 gpd/ft <br /> MW = Monitoring Wellions perr day foot <br /> gpd/ftz gaallo.�s per day er squall are foot <br /> gpd/ft r g <br /> _.......... _..... <br /> TECHNOLOGY.INC- <br />