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Y � <br /> TABLE 8 <br /> SOIL PROFILE CHARACTERISTICS AND <br /> ANALYTICAL TEST RESULTS FOR NITRATE-NITROGEN <br /> PARCEL/ SOIL DESCRIPTION SAND,SILT AND CLAY SUBSURFACE SOIL NITROGEN <br /> SAMPLE/ PERCENTAGES CONTENT <br /> LOCATION <br /> Home Ranch Sample No: Sandy Loam 61%,220/o, 1714, ??ppm NO,-N <br /> "FLF42" <br /> 42 Inch Depth <br /> Future Leachfield <br /> Home Ranch Sample No: Loam 49%,28%,23% N/A <br /> "MSP" <br /> +� Manure Storage Pad <br /> 2. PERCOLATION TESTING <br /> Percolation testing was performed in accordance with San Joaquin County Department of <br /> Environmental Health regulations. The location of the percolation tests are denoted on the FIELD <br /> PERCOLATION TESTING REPORT and also illustrates the perc test boring depths, diameters <br /> and results. Two test borings were drilled on January 20, one to 24 inches in depth representing <br /> percolation that may occur from a filter bed disposal arrangement and another test boring at 42 <br /> inches in depth, representing percolation from conventional leachlines. <br /> The test holes were drilled by hand with a four-inch auger, scored, and the cuttings removed, two <br /> inches of pea gravel added, perforated PVC pipe installed, and the borings pre-saturated. <br /> The percolation test results reveal equivalent perc rates of 31 minutes per inch (mpi) for both the <br /> 24-inch deep boring and the 42-inch deep boring. This can be considered a medium, or average <br /> perc rate and is indicative of a soil with an approximate 17% clay and a 22% silt content. <br /> 3. SEPTIC SYSTEM PARAMETERS <br /> The groundwater table is too shallow for seepage pits since there must be a 10-foot distance between <br /> the bottom of the seepage pit and the highest anticipated depth to groundwater. Since the mobile <br /> home directly west of the proposed location of the new milk barn will be removed, there should not <br /> be leachfield area constraints. However, if constraints arise, a filter bed arrangement may be <br /> considered since a filter bed already serves the de Snayer's residence. Calculations for a filter bed <br /> area, based on the San Joaquin County EHD Sewage Standards are as follows: Approximately 12 <br /> employees x 15 gpd= 150 gpd. 1200 BTC + 180 ADF= 1380 x 0.225 SF=311 lineal feet of Leachline x <br /> 4 for clayey soils= 1,242 sq. ft. Therefore, a filter bed 35 feet square may be used as a disposal field. <br /> There is currently a mobile home directly west of the proposed location of the new milk barn which <br /> has a septic tank and leachfield. It has been proposed by the Applicant's representative, Mr. Hank <br /> Wallenburg, to pipe the influent from the milk barn bathroom into this existing septic tank and <br /> leachfield system. <br /> -15- <br /> Che sney Consulting <br />