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r �r <br /> q��IN� meq.-q-�-�� , <br /> GS <br /> SANITARY SEWER SEPTIC DESIGN <br /> Project: Morrill Industries, 24754 E. River Road, Escalon, CA <br /> Building Size: 13,684 South Warehouse Building <br /> No. of Employees: 3 <br /> No. of Bathrooms: 1 Employee Only <br /> Fixture Count: <br /> Kind of Fixture <br /> Water Closets (Toilet) 1 <br /> Wash Basins (Sink) 1 <br /> Total Fixtures = 2 <br /> Per Table 6.1.15 Water Use Computation Factor Table For 'R. Industrial Building no food cafeteria" <br /> 15 Gal/Person/Day <br /> ADF = 3 x 15 = 45 Gal. QRoFEsslp� <br /> q4�v D.. O' F, + <br /> BTC = 1200 Gal. y <br /> Min. Tank Size = BTC + ADF = 1200 + 45 = 1245 Gal. NO. <br /> �'t <br /> %EXP. 12-31-16; <br /> Use 1200 Gallon Tank s ..�.''��� <br /> �F CF CAL%V <br /> Leach Field <br /> Type of Soil: SW Sand (From North American Technical Services Report) <br /> Soil Factor = 0.200 <br /> Leach Line = 1245 x 0.200 = 249 Ft. <br /> Filter Bed Area Factor = 3 <br /> Filter Bed Area = Leach Line x Factor = 747 SF <br /> Use 20 Ft x 40 Ft (800 Sq.Ft.) Septic Leach Filter Bed Area <br /> (Provide Area for 100% Future Back-up) <br /> 10/7/2016 Page 1 of 1 Job No. 16-166 <br />