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Page 8 FE 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 /> s it ty sands w i t h debris in the form of rocks , glass , etc. , to a <br /> depth of 20 feet which is an elevation of approximately 35 feet . <br /> Water was encountered at 17 feet, an elevation of about 38 feet, <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 , approximately 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 /> possibly two- story wood frame and stucco buildings with <br /> slabs-on-grade. In addition , a swimming pool may be built in <br /> The Foundation Eng*eers, Inc. <br />