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Fensure <br /> tic Well Water Test Results <br /> a�� � <br /> domestic well pump was allowed to cycle three times before the sample was t n to <br /> ampling of aquifer formation water. The sample was taken from a sampling port. Ae was used for the nitrate sample, and two glass VOC bottles,with preservative, were <br /> used for the DBCP/EDB sample. All three sample bottles "e e cooled ice chest and <br /> transported to A& L Labs in Modesto under the attache ain of <br /> The well water sample reveals a nitrate nc tration,of 4 mg/L(ppm). The Maximum <br /> Contaminant Level (MCL) for nitrate i 45 pp (as nitrate . DibromochloroprQpane and Ethylene <br /> Dibromide (DBCP and EDB) was found Below Below Detectable Limits (BDL) for both samples. <br /> Other constituents tested and their test results are illustrated below in Table 3. <br /> TABLE 3 <br /> UNDERLYING GROUNDWATER ANALYSIS <br /> PRIOSTE DOMESTIC WELL <br /> 8338 WEST LINNE ROAD <br /> ANALYTE LE OUND <br /> Nitrate(As Nitrate) 46 mg/L <br /> Total Dissolved Solids 1090 mg/L <br /> pH 7.2 <br /> Total Alkalinity 336 mg/L <br /> DBCP/EDB BDL <br /> Unfortunately, no well log was available for the on-site domestic well. However,the folwmg <br /> morphological soil descriptions were encountered from the drilling of a domestic well at 376 <br /> West Linne Road, 1300 feet south of the Prioste domestic well: <br /> 0-3 Top Soil 182-184 Clay <br /> 1-9 Clay 184-186 Sand, gravel <br /> 9-22 Sand, gravel,rocks 186-204 Clay <br /> 22-30 Clay 204-210 Sand, gravel <br /> 30-43 Sand, gravel,rocks 210-220 Clay <br /> 43-80 Clay 220-233 Clay with gravel <br /> 80-85 Sand 233-246 Sand, gravel, rocks <br /> 85-101 Clay 246-255 Clay <br /> 101-112 Clay 255-261 Sand, gravel <br /> 112-120 Sand 261-265 Clay <br /> 120-135 Clay <br /> 135-148 Sand, gravel Perforated from 228-248 <br /> 148-175 Clay <br /> 175-182 Sand, gravel <br /> Page -6 �jj <br /> - <br /> Chesney Consulting <br />