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Project No 014-95262 <br /> Page No 8 <br /> time of the investigation However, the 15 feet bgs samples from borings KB-4 and KB-5 were noted as <br /> moist also, as were the samples at 5 feet bgs from KB-5 and KB-6 <br /> 7.2.2 Background Soil Chemistry <br /> Soil boring KB-2 was advanced in the undeveloped portion of the project site to gain an <br /> understanding of background soil conditions Analytical results suggested a moderate electroconductivity <br /> (54 to fib 1cmhos/cm), low to moderate chloride (15 to 40 mg/Kg), slightly alkaline conditions (pH = 7 7 <br /> to 8 0), and variable nitrate (8 to 64 mg/Kg), and discussed below Because of the anomalous nature of <br /> the higher nitrate concentration in soil boring KB-2 at a depth of 20 feet bgs, the analytical laboratory was <br /> asked to re-analyze the sample Two initial re-analysis results were 3 and 52 mg/kg nitrate Due to the <br /> variation noted upon re-analysis, two more portions of the sample were analyzed, both returned not- <br /> detected results The remaining sample was then homogenized and analyzed and also returned non- <br /> detected results for nitrate <br /> i Physical inspection of the sample did not reveal obvious inhomogenities in the very clay-rich soil <br /> Therefore, the initial result (64 mg/Kg nitrate) is presented in Table 2, but with the knowledge that the <br /> i above factors complicate interpretation of the data <br /> 7.2.3 Brine Spill Area <br /> Soil boring KB-1 was advanced northwest of the brine tank, just off the edge of the concrete <br /> driveway surface, at the terminus of salt staining which appeared to originate at the brine tank The <br /> obvious degradation of the concrete brine tank pedestal and build-up of salt crystals suggested spillage <br /> (possibly due to overfilling) had occurred Boring KB-1 was advanced to determine if spillage noted on <br /> the concrete surface had migrated onto nearby soil surfaces and percolated through the soil profile <br /> A review of Table 2 shows EC and chloride concentrations at a depth of 5 feet bgs to be one and <br /> two orders of magnitude greater, respectively, than background concentrations These constituents show <br /> i <br /> marked attenuation between depths of 15 to 20 feet bgs and are at or near background concentrations by <br /> 25 feet bgs <br /> 1 <br /> 7.2.4 Wastewater Treatment Pond Area <br /> Soil borings KB-3 and KB-4 were advanced immediately adjacent to the treatment pond EC in <br /> samples from these borings were at background levels Chloride was elevated in boring KB-3 and at <br /> background in boring KB-4 Nitrate was detected in one of four samples fron these borings (20 feet bgs <br /> in KB-4) at a concentration of 63 mg/kg Nitrate was not detected in the sample collected five feet below <br /> the above sample Phosphate and ammonia were not detected in samples from KB-4 and were not analyzed <br /> in samples from KB-3 The pH of the 20 feet bgs sample from KB-4 (pH = 7 2) was slightly less than <br /> background A very competent dark green clay unit was noted in the 25 feet bgs sample from KB4 <br /> KRAZAN& ASSOCIATES, INC <br /> Offices Serving the Western United States <br /> 95262 Ps2 <br />