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RESULTS AND DISCUSSION <br /> Soil samples to analyze the subsoil characteristics were retrieved from the auger cuttings for <br /> classification purposes. The following Log of Boring using the Unified Soil Classification System <br /> (U.S.C.S.), details the soil characteristics found at the corresponding depths. <br /> 0.0' - 2.0' Black Fat Clay (CH) <br /> 2.0' - 7.0' Lt. Brown Silt (ML) <br /> 7.0' - 15.0' Fine Sandy, Silty Clay (SM-CL) <br /> 15.0' - 17.0' Lt. Brown, Compacted Silt (ML) <br /> 17.0' - 25.0' Clayey Silt (CL-ML) <br /> The attached Percolation Test Rate documents illustrate the test results obtained in the field. The <br /> following Tables summarize these test results for each of the three perc test borings. <br /> TABLE 1 <br /> PERCOLATION TEST RESULTS AND RELATED DATA <br /> O.W.T.S. ADDRESS PERC TEST POST-SOAK PERC TEST ACCEPTANCE <br /> STRUCTURE TO DEPTHS PERIOD RESULTS RATE IN <br /> BE INSTALLED A.P.N. STATUS gals/ft'/day <br /> NUMBER <br /> Proposed Five Bedroom 8150 Foppiano 38 INCHES No Standing Water 22.7 min/in 0.614 <br /> House: Ct. (3.2 FT) in Test Boring gals/ftZ/day <br /> 2000 Gallon Septic Tank <br /> 255 ft Leachlines and <br /> Three-42"Seepage Pits 180 INCHES No Standing Water 35.7 min/in 0.467 <br /> 086-710-01 (15 FT) in Test Boring gals/ft/day <br /> Domestic Well is being <br /> installed at north 300 INCHES No Standing Water 83.3 min/in 0.123 <br /> property line. (25 FT) in Test Boring gals/ftz/day <br /> Page 2 of 3 <br /> Chesney Consulting <br />