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G A a & S VETIN%lt INC, <br />P (� <br />SANITARY SEWER SEPTIC DESIGN P <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 = 1 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=3x15=45 Gal. <br />BTC = 1200 Gal. <br />Min. Tank Size = BTC + ADF = 1200 + 45 = 1245 Gal. <br />Use 1200 Gallon Tank <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 />/0000�°���pppn0p <br />(Provide Area for 100% Future Back-up) ' ?V iss /olv <br />n <br />O. 15J <br />EXP. 12-31-18 <br />Sj4 o e Ci a e� \P 5 <br />e o <br />Or CAL1f j <br />8/11/2017 Page 2 of 2 Job No. 16-166 <br />