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rrNLS§ 1.1, 1.2 As the noted on the A&L Laboratory Soil Analysis Reports, chemical analyses of the soil samples quantify several constituents that will influence nitrate loading from this project. The important parameters for nitrate loading assessment are the organic matter,pH, cation exchange capacity(CEC), clay content percentage, along with nitrate-nitrogen content and Total Kjeldahl Nitrogen(TKN)content. TKN measures the organic and ammonia fractions of nitrogen. The TKN was tested for two reasons: 1.) To determine the TKN concentrations under areas that were either intensely farmed, or had chicken manure applied or stored in the specific tested areas, and 2.) To establish a baseline in the event soil under the future filter beds is tested under a monitoring program. There was no significant difference among the TKN soil samples than what is normally observed under typical agricultural soils. As noted, the organic matter in the soil is low in all the samples except at the 15 foot depth under the WLF. This suggests a medium potential for future nitrate-nitrogen loading from indigenous nitrogen soil content. It may also suggest an increase in denitrification potential since organic matter is needed to promote denitrification. Organic matter at this depth could be from a number of sources, but is most likely decomposing organic matter from geological processes. Since septic effluent is composed predominately of ammonium (NH4),the pH, along with the CEC, are significant influences on ammonium molecules. The pH of the soil is alkaline which may inhibit ammonium formation and stability, and may create a propensity for ammonia(NH3) formation. The CEC measures the ability of the soil to theoretically trap and hold ammonium molecules. Cation Exchange Capacities of the soil samples for the ELF are comparatively low, while the WLF has higher capacities. This suggests there is some potential for the retention of ammonium molecules for microbial uptake, and suppression of nitrification. Standard Penetration Test (SPT) results are also illustrated below in Table 1. The SPT is the number of blows required to drive a standard two-inch O.D. split spoon sampler one foot into undisturbed soil with a 140-pound weight falling 30 inches. Relative condition of the on-site sand and silt soils from this procedure can be classified as loose,medium, dense and very dense. As observed, the intervening soil strata are composed of medium to dense density soil strata. Ss5 PASS§5.3 Table 1 below summarizes the subsurface soil characteristics encountered from the three sample locations: 4 Chesney Consulting