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■ Esk <br /> 1GMING & ORVETING11 Mcr <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 /> x <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 Gal/Person/Day <br /> ADF =4 x 15 = 60 Gal. <br /> QgOFESS I <br /> BTC = 1200 Gal. y�44� iy� <br /> e�:3 <br /> Min. Tank Size = BTC + ADF = 1200 + 60 = 1260 Gal. * N0. iC55910 ' <br /> .%EXP. 12-31=16,•* <br /> Use 1200 Gallon Tank ..Civil- <br /> .....•'�� <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 Sg Ft ) Septic Leach Filter Bed Area <br /> (Provide Area for 100% Future Back-up) <br /> 10/7/2016 Paye 1 of 1 Job No. 16-166 <br />