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._0' <br /> r7thenonexiistent percolation phenomena observed in the Tokay soils compared with the excellent <br /> percolation in the non-compacted Kingdon soils, where there was no truck parking. <br /> A CME truck-mounted drill rig was used to drill the first set of percolation test borings. Soil <br /> samples were taken every five feet for classification purposes. All five of the soil samples down to <br /> 23 feet in depth had very similar structural characteristics. Consequently, only two samples were <br /> tested for soil texture analysis. The first sample retrieved was from the bottom of the 42-inch boring. <br /> The second sample was taken from the deep, 23 foot boring. As recorded on the attached SOIL <br /> ANALYSIS REPORT, the soil textures were very similar(Note: the "Sample Number" denotes the <br /> 42-inch sample as "LF42" for Leachfield and the 23 FT boring has been denoted as 25 FT, when it <br /> should have been 23 Ft.) The soil test results are itemized in the chart below: <br /> SOIL PROFILE CHARACTERISTICS AND ANALYTICAL <br /> TEST RESULTS <br /> SOIL DESCRIPTIONS SAND,SILT AND CLAY SOIL NITROGEN CONTENT <br /> PERCENTAGES <br /> 42 In.Depth Sandy Clay Loam 53%, 24%, 23% 11 ppm NO3-N <br /> 23 Ft. Depth Loam 37%,40%, 23% 11 ppm NO3-N <br /> With regard to correlating permeability and particle size analysis, the sand, silt and clay percentages <br /> indicate the soils to be relatively similar,particularly regarding the clay content. It would have been <br /> expected for the shallow, 42-inch sample with a higher sand content percentage to have at least an <br /> equivalent, if not faster perc rate than the deeper perc test boring, but this was not the case. This <br /> lends more credibility to the compaction theory/phenomena from the trucks, as discussed above. <br /> A chemical assessment of the subsurface soils was done on the two above-referenced samples from <br /> 42 inches and 23 feet. The test results are noted on the SOIL ANALYSIS REPORT. Chemistry on <br /> these two soil samples was done to analyze several constituents that influence nitrate loading. The <br /> important parameters for nitrate loading assessment are the organic matter, pH, cation exchange <br /> capacity(CEC), and nitrate-nitrogen content. As noted, the organic matter in the soil profile is low <br /> for agronomic purposes, but in sufficient amounts to contribute some nitrate, and provide a <br /> substrate carbon source for denitrification. The organic matter test result for the 23-foot depth <br /> illustrates a concentration of almost double the 42-inch depth, which has been observed often in <br /> other soils. This suggests that indigenous organic matter was more prevalent during the formation <br /> of these soils at this depth. <br /> Since septic effluent is composed predominately of ammonium (NH4),the pH, along with the <br /> Cation Exchange Capacity (CEC),have significant influence on ammonium molecules. The pH of <br /> the soil profile is alkaline, which may inhibit ammonium formation and stability, and therefore <br /> nitrification. The CEC measures the ability of the soil to theoretically trap and hold ammonium <br /> molecules. CEC test results of 7.4 for the 42-inch depth can be considered low, especially with <br /> respect to the clay content. The 23-foot depth however, has a CEC of 14.8, or double the CEC of <br /> 4 <br /> ChesMy Consulting <br />