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C. Soil Analytical Chemical Test Results <br /> Soil samples for analytical testing were retrieved from the depths referenced above. The attached <br /> Soil Analysis Report illustrates the test results. Analyzed constituents relating to nitrate loading <br /> include the organic matter content of the soil, pH, Cation Exchange Capacity(CEC), and the <br /> nitrate-nitrogen content. The organic matter is low, i icatinv low contribution of nitrogen <br /> release. The pH is somewhat acidic at the surface but alkaline at the deeper depths This alkalinity <br /> appears to have influenced nitrification positively. The CEC indicates the soil potential to retain <br /> ammonium molecules that are found in septic system effluent. The CEC has a high potential to <br /> inhibit nitrification, and is generally high. Of significance is the nitrate-nitrogen concentrations at <br /> each depth revealing a high concentration at 5 feet,but significantly decreasing throughout the <br /> deeper depths. This may be attributable to denitrification. The Table below summarizes the <br /> important soil parameters analyzed: <br /> TABLE i <br /> SUMMARY OF SOIL ANALYSIS <br /> DEPTH OF SAND SILT CLAY SOIL DENSITY USDA/USCS NITRATE-N <br /> t� SAMPLE % % % SOIL TEXTURES CONTENT <br /> MEN ME <br /> 5 Ft 21% 42% 36% 19 Blows/Ft Clay LoaMSilty Lean Clay 51 ppm <br /> 1 Stiff Density <br /> 10 Ft 27% 36% 36% 43 Blows/Ft Clay LoaMSilty Lean Clay 8 ppm <br /> Very Hard Density <br /> 15 Ft 39% 360%� 24% 18 Blows/Ft Loam/Silt 5 ppm <br /> Medium Density <br /> 20 Ft 250% 180/,. 1 8 Blows/Ft Silt Loam/Silt 9 ppm <br /> Loose Density <br /> III. GROUNDWATER TEST RESULTS <br /> The depth to the water table was measured in the exploratory boring to be approximately 22 feet <br /> below existing grade(from the W of the embokment). It is evident that groundwater directional <br /> flow is in an east direction- toward the lake - since sand is being excavated from the floor of the <br /> lake, which is drawing groundwater into the lake. Groundwater flow under the embankment, <br /> which can be considered a dam, is complex and can best be described by flow nets which depict <br /> flow under the weight of the embankment. <br /> It is our understanding that the water source for the toilet will come from the Brown Sand Office <br /> well,which is on the same parcel as the subject business. Consequently, this domestic water <br /> supply was tested for analysis, with the results discussed below. Bottled drinking water will be <br /> provided in the office. Hand washing will consist of"waterless"hand cleaners that are both <br /> antibiotic and formulated for grease removal(e.g., GoJo Hand Soap). <br /> Page-4- <br /> Chesney Consulting <br />