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L 5.3 Table 1 below illustrates the subsurface soil characteristics encount=thethree <br /> S le locations: <br /> TABLE 1 > <br /> SOIL PROFILE CHARACTERISTICS AND <br /> ANALYTICAL TEST RESULTS <br /> SAMPLE LOCATION, �D,SILT AND STANDARD SOIL NITROGEN pH AND <br /> SAMPLE DEPTH AND // CLAY PENETRATION CONTENT AND CATION EXCHANGE <br /> (SAMPLE NUMBER) PERCENTAGES TEST: TOTAL CAPACITY <br /> n,DESCRtPTION BLOWCOUNTS; KJELDAHL <br /> SOIL NITROGEN(TKN) <br /> CLASSIFICATION <br /> FUTURE FILTER BED 27%,36%,36% Not Conducted 3 ppm NO,-N 8.0 18.6 meq/IOOg <br /> 24 INCH DEPTH / Clay Loam TKN Not Tested <br /> (FLF24) <br /> FUTURE FILTER BED 37%,28%,34% Not Conducted 5 ppm NO,N 7.7 15.7 meq/1 OOg <br /> 36(FLF D PTIt Clay Loam TKN Not Tested <br /> FUTURE FILTER BRED 21%,36%,43% 24;Very Stiff I ppm NO,-N 7.7 27.5 meq/1 OOg <br /> 5 FOOT DEPTH Clay 548 mg/kg TKN <br /> (FLF5) <br /> FUTURE FILTER BED 37%,30%,33% 21;Very Stiff 2 ppm NO,--N 8.2 24.1 meq/100g <br /> 10 FOOT DEPTH Clay Loam 408 mg/kg TKN <br /> (FLF10) <br /> FUTURE FILTER BED 27%,30%,43% 15; Stiff 3 ppm NO,N 8.1 26.0 meq/100g <br /> 15 FOOT DEPTH j Clay 489 mg/kg TKN <br /> (FLF15) <br /> EXISTING LEACHFIELD 17%, 36%,47% 15;Stiff I ppm NO,N 7.7 26.1 meq/100g <br /> 5 FOOT DEPTH Clay535 mg/kg TKN <br /> (ELF 5) <br /> EXISTING LEACHFIELD 37%,34%,29% 12;Stiff 1 ppm NO,-N 8.1 23.9 meq/1 OOg <br /> 10 FOOT DEPTH Clay Loam 420 mg/kg TKN <br /> (ELF10) <br /> EXISTING LEACHFIELD 47%,28%,25% 13;Stiff 5 ppm NO,-N 7.9 20.3 meq/IOOg <br /> 15 FOOT DEPTH Loam 410 mg/kg TKN <br /> (ELF15) <br /> RESERVE LEACHFIELD 25%, 32%,25% 10;Stiff 1 ppm NO,-N 7.8 26.4 meq/100g <br /> 5 FOOT DEPTH Loam 536 mg/kg TKN <br /> (RLF5) <br /> RESERVE LEACHFIELD 55%,27%, 18% 11; Stiff 1 ppm NO,N 8.1 21.9 meq/100g <br /> 10 FOOT DEPTH Sandy Loam 402 mg/kg TKN <br /> (RLF10) <br /> RESERVE LEACHFIELD 43%,32%,25% 14; Stiff 5 ppm NO,-N 8.2 18.0 meq/100g <br /> 15 FOOT DEPTH Loam 416 mg/kg TKN <br /> RLF15 <br /> NOTE:As referenced,the"Reserve Leachfield"area was designated as such at the onset of the soil and groundwater sampling and <br /> analysis. This area is in the southeast comer of the project and is now slated to become a water storage area for fire suppression. <br /> The following Section discusses the percolation test results revealing relatively favorable percolation <br /> rates considering the high clay content percentages at the referenced test depths. <br /> 4 �Ji <br /> Chesney Consulting <br />