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Page 8 17F 382-063-00 <br /> 40 Foot Private Driveway _ Based upon the results of boring <br /> 5, the subsurface material in the northern section consists of <br /> black , moist organic matter and debris to a depth of about 6 <br /> ' feet, an elevation of approximately 47 feet . Beneath this <br /> *.,...: Material , a damp loose fine sand was encountered to the limit of <br /> the boring , approximately 22 feet below existing surface <br /> - elevation. <br /> The results of test boring 7 indicate that the subsurface <br /> material in the southern section consists of black damp loose <br /> '- silty sands with debris in the form of rocks , glass, etc. , to a <br /> depth of 20 feet which is an elevation oz approximately 35 feet . <br /> Water was encountered at 17 feet, an elevation of about 38 feet, <br /> AWL <br /> below existing surface elevation. Beneath this material varying <br /> layers of loose fine to medium sand and silty sands exists to the <br /> limit of the boring , approxima.tely 43 feet below surface <br /> ..' elevation. <br /> Please refer to the logs of borings presented in Appendix_ A. <br /> for a more complete description of the soils encountered.. <br /> DISCUSSION <br /> It is reported that the project will consist of 6 lots for <br /> single family residences . The anticipated structures are one and <br /> poss i b 1 y two- story wood frame and stucco buildings with <br /> ... slabs-on-grade. In addition., a swimming pool may be built in <br /> The: Faincl:kn E-iOncerss, inc. <br />