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Y <br /> •Ir i4� <br /> 1-30 (Olt <br /> 'a Page Five <br /> Q N <br /> h? <br /> y overlying compact materials if proper drainage of water perche <br /> on the structural fill is not accomplished. <br /> �t~a �a Test pits, probes and compaction inspection reports indicate <br /> that the slope has been properly keyed and compacted. E <br /> k <br /> hof d Conclusions and Recommendations: <br /> H to <br /> 0- n Based on the foregoing information, it is our opinion that the ? <br /> Z y sites can be developed as planned ithout encountering or cre- <br /> w ating unstable conditions, assuming that the following recomm- <br /> tn endations are implemented. . <br /> d141) Roof, driveway and foundation drains should be connected t <br /> the storm sewer system, and not allowed to perch on the <br /> o y structural fill, This recommendation is made to prevent t <br /> the possibility of perrhed water entering the loose mantle <br /> of soil along the embankment and causing sloughing. €j <br /> 2) The northerly corner of the proposed residence on Lot 19 <br /> F, <br /> is within five feet of the edge of the embankment. Due to <br /> lateral displacement of soils during compaction and a t <br /> safety factor, it is recommended that the structural eng- <br /> ineer design a deeper footing or pier to provide adequate x <br /> support for this corner of the building. This consideratio I u <br /> + should apply to any proposed building within 15 feet of a <br /> the top of the embankment as shown and dimensioned on the <br /> + attached individual Muer 1 :Z�Y11`d <br /> 3) Footing excavations sheaf be cleared of sloughed or water <br /> 1�+ loosened soils prior to pouring concrete. A safe allowable <br /> hearing pressure of 2,500 P.S.F. can be ass333];,,,gggII�ned to the <br /> structural fill. ( wr+aN UN-015ry GOO ) ! <br /> I, /IgIgl I <br /> � is <br /> Additional Comments: <br /> .'ie trust that the preceeding information is adequate for your <br /> purposes at this tine, and appreciate this opportunity to be <br /> of service to you on this project. If you need additional in- y; <br /> formation or clarification, please call. <br /> li <br /> The information presented herein is derived from professional <br /> opinions. These opinions are based on generally accepted geo- <br /> technical principles and practice, and no other warranty is <br /> expressed or implied. <br /> Soil conditions may vary between test pit locations, and shoul <br /> JZ conditions other than those extrapolated in this report be en- <br /> countered, this firm should be contacted. <br /> A?J IN3PM7'/ON OF FOOT/NO- Exa AVAT/ONS <br /> FECT Of 7HE FObE OF THC e,9N/L /S RELOM»1 C-Ndl O. G <br /> EAR77I AMILYS/S fI <br />