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o�XAM <br /> OT IN' & S VETING1 <br /> SANITARY SEWER SEPTIC DESIGN <br /> Project: Morrill Industries, 24754 E. River Road, Escalon, CA <br /> Building Size: 12,800 East Blasting Building <br /> No. of Employees: 4 <br /> No. of Bathrooms: 2 Employee Only <br /> Fixture Count: <br /> Kind of Fixture <br /> Water Closets (Toilet) 2 <br /> Wash Basins (Sink) 2 <br /> Total Fixtures = 4 <br /> Per Table 6.1.15 Water Use Computation Factor Table For "R. Industrial Building no food cafeteria" <br /> 15 Ga]/Person/Day <br /> ADF = 4x15 = 60 Gal. <br /> QµoFESS 1p� <br /> 0.• O'f <br /> BTC = 1200 Gal. y pr <br /> Min. Tank Size = BTC +ADF = 1200 + 60 = 1260 Gal. *• , <br /> NO. 55910 <br /> D�. 12-31-16; <br /> Use 1200 Gallon Tank �f •.Qlvt: '.� <br /> Or cµ%F ' <br /> Leach Field <br /> Type of Soil: SM Silty Sand (From North American Technical Services Report) <br /> Soil Factor = 0.225 <br /> Leach Line = 1260 x 0.225 = 284 Ft. <br /> Filter Bed Area Factor = 3 <br /> Filter Bed Area = Leach Line x Factor = 851 SF <br /> Use 20 Ft x 45 Ft (900 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 />