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Comparison of Saa Joaquin County <br /> Package Treatment Plant Requirements <br /> vs. <br /> Package Submitted <br /> Sewerage Standards 'How Requirements Are Met <br /> 4.1 Drawings and Specifications have been stamped LL <br /> by a registered Civil Engineer. Mechanical <br /> drawings, tanks, etc. had been stamped by a <br /> registered mechanical engineer. Waste discharged <br /> resolution from Central Valley Regional Water <br /> Quality Control Board not required due to the fact <br /> that the size is less than 5,000 gallons per day. <br /> 4.1.1 See site plan for scaled drawing showing <br /> structures, sanitary sewer lines, Ater 1 <br /> bed and location of MicroSeptec unit. <br /> 4.1.2 Total required capacity of the plant is 1700 gallons <br /> per day. The MicroSpetec unit has a capacity of <br /> 2500 gallons per day, which provides an excess <br /> capacity. <br /> 4.1.3 Test results from MicroSeptec demonstrations show ' <br /> ability to meet effluent requirements. <br /> E 4.1.4 Plant capacity was based on site usage. See _ <br /> attached nitrate loading study. No future expansion <br /> f is anticipated <br /> ter � <br /> 4.1.5 The expansion area is shown on the site plan. The R <br /> percolation rates of the soil were tested and that <br />` information provided in the nitrate loading study <br /> provided by Neal Armstrong and Associates. r <br />