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i <br /> IiirinRcr Buildin� Materlols Tating d�Consulting,lnc. <br /> Novembcr 3.2005 OSB268 <br /> 9.0 Additional S�rvices and Limitations <br /> Wc recommend that MTC be engaged to test and evaluate the soils in the fooHng excavations <br /> bcforc placing concrete to detertnir�- that the soils meet the required bearing capacides end that <br /> unexpected conditiuns ere not present. Fwther, we recommend that MTC check the retaining <br /> wnll subgrnde, and check the installation of wall drains end backfill. Monitoring and testing <br /> shwld be perfortncd to verify thet suitnble materials are used for structural fills and that they are <br /> properly pinced anu compacted. <br /> Thc work described in this repect is considered sufficient in detail and scope to focm a reasoneble <br /> basis for the fuundation design. M"TC should be notified of any revision in the plans for the <br /> proposed structurc from those presented in this report so thet we may determine if chenges in the <br /> foundntion recommendations are rcquired. If deviations from the noted subsurface conditions <br /> , ure encountered diurng construction,they should also be brought to our attention. <br /> MTC warrants that the findings, recommendetions, specificetions, or professional advice <br /> contnined in this reporl, havc been developcd aRer being prepared in accordance with generally <br /> acceptcd pm(essional practice in the fields of soil mechenics and engineering geology. No �ther <br /> wa�mnties are implied or expressed. <br /> 'Ihis report has bcen prcparcd for the exclusive use of Mr. Dcnjamin R. Durham and his rcteined <br /> design consultunts. Findings and recommendntions within this report are for specific epplication <br /> to this site and proposed project. <br /> ��l�fZ'/='._._�� `.c%E>r.e-s.�� — <br /> Matthew W.Veenstra,E.I.T. <br /> Project Gnginecr <br /> �pLPN R. <br /> �ICQ'�WAS p��il� <br /> ti � <br /> N <br /> \ <br /> • <br /> `k'� ���e° ��,`' S <br /> ���^'AL �Np�,1�J.0 <br /> '�"'�' 7-�4-Oe <br /> Randolph R. Ross,P.f:. <br /> Scnior Gcotcchnical Enginetr <br /> 9-I � <br />