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TABLE NO. 1 - BORE LOCATION DATA <br /> EXISTING TOP OF <br /> GROUND WELL <br /> ELEVATION ELEVATION <br /> TRT BORE# D&D BORE # NORTHING EASTING (FT) (FT) <br /> 1 1 1400384.332 3232400.544 4633.33 4635 78 <br /> 2 3 1400366.071 3233172.936 4631.63 4633.70 <br /> 3 5 1400354.778 3233959.471 4629.83 4632.40 <br /> 4 7 1400949.048 3233916.872 4630.52 4633.23 <br /> 5 8 1401305.720 3233832.300 4630.53 4632.91 <br /> 6 11 1401437.642 3233152.121 4634.50 4637.06 <br /> 7 13 1401410.230 3232418.749 4638.15 4640 65 <br /> 8 14 1401071.219 3232405.372 4637.61 4640 25 <br /> 9 12 1401373.829 3232778.833 4636 29 4638,77 <br /> 10 9 1401324.403 3233462.537 4632.63 4635.43 <br /> 11 15 1400927.414 3233248.678 4630.68 4633.52 <br /> 12 2 1400414.170 3232770.927 4632.48 4635.05 <br /> 13 4 1400403.192 3233516.356 4630.70 4633 41 <br /> 14 6 1400601 020 3234300.943 4658 46 4661.07 <br /> 15 10 1401826 023 3233413.749 4661.19 4663.81 <br /> * Northing, Easting, and Elevations provided by Dust & Dirt <br /> Excavating <br /> LABORATORY TESTS AND EXAMINATIONS <br /> Samples obtained from the test borings were subjected to testing and <br /> observation in the laboratory to provide a sound basis for determining the <br /> physical properties of the soils encountered. Moisture contents, percent passing <br /> # 200 sieve, and the USCS classification were determined. A summary of the <br /> test results and laboratory analysis can be found in Appendix B. <br /> SUBSOIL AND GROUND WATER CONDITIONS <br /> In summary, silty sand with gravel soils were encountered at the surface with <br /> varying levels of sand, gravel and cobble intermixed with lenses of clay. Below <br /> these soils, weathered and competent bedrock soils existed to the depths <br /> explored. <br /> 1) Upper Soils: Varying levels of silty sand with gravel soils exist at the <br /> surface to the bedrock encountered below. Below these soils exist <br /> varying levels of silt, sand, gravel and cobble mixed with intermittent <br /> layers of silty sandy clay. <br /> 2 <br />