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2. SUBSURFACE SOIL HYDRAULIC CONDUCTIVITY <br /> As referenced on the Log of Boring,the subsurface soils consist predominately of a sandy <br /> silt/silty sand, except for the hardpan stratum. The hydraulic conductivity (K) of the vadose zone <br /> (the zone above the water table) determines the downward flow characteristics of septic effluent <br /> and surface waters (e.g., rainfall and domestic irrigation). To quantify this parameter, the <br /> Shallow-Well Pump-In Test Method (Soil Science Society of America) was employed. The test <br /> was conducted in the above-referenced deep boring and measures the hydraulic conductivity <br /> below the hardpan layer, which ultimately determines downward migration of nitrate. <br /> A constant level of water was supplied to the boring. The rate at which water flowed into the soil <br /> (Q) was determined to be 40,000 cc/hr. The equation to determine the hydraulic conductivity <br /> (K) in cm/hr under conditions where there is o restrictive layer, is as follows: <br /> K= [In (hr) + ((h=r)z-1)0.5-1 IQ <br /> 2 lI h2 <br /> Where: <br /> h= 8 ft (244 cm) <br /> r= 0.21 ft(6.4cm) <br /> Q =40,000 cc/hr <br /> T, = 16 ft(488 cm) <br /> Therefore, K= 0.5 cm/hr <br /> The test results indicate the hydraulic conductivity of the subsoil strata possess a rapid <br /> permeability due to the sand soil structure under the hardpan stratum. These test results indicate <br /> it would theoretically take a nitrate molecule approximately 975 hrs or 41 days to travel from <br /> under the hardpan stratum to the water table, -20 ft below grade. <br /> C. PERCOLATION TEST RESULTS <br /> Percolation tests were conducted on November 30 under U.S.E.P.A. and San Joaquin County <br /> Environmental Health guidelines. Each boring was drilled to 40 inches to represent typical <br /> leachline depths. In accordance with PHS-EHD regulations, a perc test was not conducted on the <br /> Designated Remainder. <br /> As indicated on the attached FIELD PERCOLATION TESTING REPORT, the perc rates for <br /> Parcels 1 and 2 were 5.9 and 5.0 minutes per inch (min/in), respectively. These rates can be <br /> considered rapid and illustrate the porosity of the sandy soil. The tests exhibited a slowing of the <br /> perc rate over time as soil saturation increased. Test results are summarized below: <br /> 4 <br /> Valley AB Research <br />