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, <br /> � <br /> � -, ,,., I <br /> �� ��� Fage Five I <br /> � I <br /> ��M <br /> � n overlying conpact materials i£ proper drainage of •xater perchel <br /> Q�� on the structur2l £ill is r.ot accemplished. <br /> Test pits, probes and compaction insgection reports ir.dicate <br /> ��� I th�.t the slope has been properly keyed aiid compacted. <br /> �p Concl.usions and Recommendations: <br /> C+� <br /> �+ Eased on the £oregoing information, it is our opinion that t e <br /> G H sites can be developed as nlanned without encountering or cre- <br /> P ating unstable conditions, assumin� that the following recorm- <br /> �i endations are implereented. <br /> �� 1) Roo£, driveway and `oundation drains should b= connected t <br /> �� the storm sevrer system, and not allowed to perch on the <br /> structural fill. This recommendation is made to prevent <br /> • - r the �os�ibility o£ perched �.vater entering the loose mantle <br /> o£ soil 21ong the embanknent and causing slou�hing. <br /> 2) The r.oriherly corner of the proposed residence on Lot 19 <br /> is within five feet o£ the edge of the embankment. Due to <br /> lateral displacement of soils during comnaction and a <br /> sa.`ety factor, it is recor�rended that the structural eng- <br /> ineer desiGn a deeper `ooting or oier to provide adequate <br /> j. \ support ;or this cerner of the building. This consideratio <br /> should apply to any propo�eC building within 15 feet of <br /> � C� the top of the e�r.bar.}:ment as shovm and dimensioned on the <br /> � attached ir.dividual site pl�n�� <br /> ; musr ki ' ,t�i11�i <br /> j ,.�-' 3) rootin� excavations t�o�l� be �cleared of sloughed or ti��ater <br /> I �� loosened soils nrior to nouring c.oncrete. A safe 2110W2t10 <br /> Y,e2z•ir:� _r,ressure of Z, i00 'r.S.F. car be ass� ned to the <br /> structural fill. ( w��Ew VN0�57' J�ZQ�=� �/ `� �.Z/�`l�K� <br /> � ,�i� <br /> i � <br /> I ��� �8di�ior.al Comments : <br /> �;�; �rust that the oreceedin� i.^.formaticn is adeauate for y�our <br /> rurnuses at this tine, and atpreciate this opgortunity to te i� <br /> `�� of service to you on this project. ?f you need additional ir.- I <br /> formation or clarification, please ca11. � <br /> The iniormaticn presented herein is derived from oro£essior.al ' <br /> !�'� o inior.s. These opiniur.s are bzsed on €.,enerally accepted geo- <br /> 1�� technical rrinciples and practice, and r.o other warranty is <br /> ex�res�ed ar implied. <br /> i - <br /> I '�' Soil cor�ditions r�2y v�ry betweer. test pit locations, and shoul� <br /> l �,`+' conditions other than those estrapolated in �his report be er.- <br /> � countered, this firm should be cor.tacted. <br /> /1N I�+sPEr.T/ON OF FOOT/�'b EXGH�lF1T�ON5 W�T�Y�"� 2S I <br /> F�ET OF T,4E £OG� pF TNE 6/�N�L iS RCLOMrv1E�Ud �O. � <br /> C '�� I <br /> eAFTH ANALYS/S I' <br />