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arc consuzicicd. ihc cnishcd surf;�cinc hasc coursc c:m hc climinatcd, and thc desicn po�iland cemcnt <br /> concrcic or asphah concrcic p�vcmcnt ihickncss can hc plxcd dircc�ly ovcr�hc AT[3. <br /> DRAINAGE CONSIDERATIONS � <br /> Nc anticip�nc sliallo��� Lround�catcr sccpagc may cnlcr ccca��alions dcpcnding on ihc timc uf ��car <br /> construclion iakcs placc. cspccislly in ihc spring and ��imcr monlhs. Ilo�ccecr. ��c cxpcct this secpagc <br /> �ratcr can hc Ir.mdlcd by digging intcrccptor trcnchcs in thc cxcavations and pumping Gom sumps. Thc <br /> sccpagc aatcr if nu� inicrccptcd mid remorcd from �hc cxca�ations ��ill makc �� �i�n���a� ��, ni�« and <br /> compacl structural lill nnd may dcsiabilizc cul slopcs. cspccially cut tilopcs in thc silts and clays. Thc <br /> conU'actur should nwnilor ihc ground�ca�cr Icvcl in thc piczonutcr locatcd in boring [3-G. <br /> All pa�cd and landscapcd arcas should hc gradcd so surtacc di:�inagc is dircc�cd m�ay irom thc buildinc <br /> to.��r��,���:��<<:u�i, �,;����,�. w;�����«,u«��a ��, ��,�,rd���-�,.i,��u r�,�ti �»��s� �,�,� a�.�n,���� �„<<, �� n� ��w�a <br /> to tlic perforalccl pipcs intcndcd liv liwiin� or�rall drainagc. <br /> ABANDONING PIEZOMETERS <br /> Thc c�isting piczomcicr inslallcd in boring l�-6 shoidd hc dcconunissiuncd by a liccnscd drillcr in <br /> arcordancc���illi Ihc rcsuurtt pruicction�ecll rcquircmcnls per Chapicr 17�-160\VAC. <br /> RECOMMENDED ADDITIONAL GEOTECHNICAL SERVICES <br /> 1'hroughnut ihis rcpoil. rcconnncndaiiuns arc procidcd �chcrc �vc considcr addilional gcotcchnical <br /> scn�iccs to iic:ipprupriaic. l�hcsc addiiionnl scrvircz arc summariud hdo�v: <br /> . Gcolinginccrs slioidd hc rctaincd io rc�ic�� ihr projcc� pl:ms and speri�ica�ions ��hcn complcic lo <br /> conlinn ihat our dcsign rccommcndalions ha�c bccn implcmcnicd as inicndcd. <br /> . During cunslructi��n. Gcul:neinccrs should ubscn c :ind c�alu;uc Ilu sui�abili�y of�hc Ibund;uion <br /> suhgradrs, uhscrcc rcmur:d of unsuilablc suils.c�alu:uc thc suitahility of�lour slab and pa�cnunt <br /> .ubgr;idcs. ubscrvc installaliun ol' subsm'(acc drainagc mcasures, obscnc and Icsl s�nictut:�l <br /> bncklil!, and pro�idc a summaiy Icucr uf our conslnicliun obscrvalion scniccs. Thc pmpnscs ol' <br /> Gcufngincrrs ton�tructiun phasc .crviccs arc lu confinn thai ihc suhsurf.�cc conditions arc <br /> consi.icnt ��ilh iliosc uhscncd in ihc csplor.itiuns and oihcr rcasons dcscrihcd in AppcnJis C. <br /> Rcport I,imilaliuns:md(iuidclincs tiir Usc. <br /> LIMITATIONS <br /> \Vc havc prcp;urd �his rcpur� lix Ihc rsclusicc u�c ul'f�rrcu Communit�� Collcgc and ihcir dcsign ic;un <br /> fur Ihc proposcd S�udcnl Pimcss and Ilcallh Ccmcr prujccl a� 13�;rc11 Conttnunih• Collcgc in G�'crc��. <br /> \\'n.hingion. �fhc d:na should bc proviJrd �o pru�pccii�c comra�turs titt thcir bidding or eslimatine <br /> purpuscs. hut uur rcpori and inlcrprcimions should nul hc ronsUlmd as a ��an:imY ol' Ihc subsurtacc <br /> runJi�ions. <br /> \\'iihin ihc limilalions of scopc. sdicdulr and bud�cl, uur scn iccs hacc hccn cxccutcd in accordmuc ���ilh <br /> gcncrolly acccpicd prncliccs in Ihc Ill'IlI UI Ll`011't'Illlll'IlI l'11LIIll'l'f111L I�11I115 arca a� thc timc this rcpon �cas <br /> �ircparcd. Nu�carrant�' or uthcr condiiiuns, r�prcss or implicd..huuld hc undcrniuod. <br /> ,1m cicctronir �i�rm, facsimilc ur hard copy of thc uri�inal documcnt Icmail. tc�t. lablc. and'or ligurcl. if <br /> �n�n idcd. ;md any auachnums arc unly a cop} of ihc uriginnl Jocumcnt. Thc original Jucumcnt is s�orcd <br /> h� Gculineinccr,. Inr. :ind �cill scnc as thc ultici;il documcN ullccord. <br /> , <br /> l�iL� \o.ScJn-nu-.uu PaJ;C Ia GeoE�wiweE�s� <br /> In'� I'.:n¢�' . <br /> l <br />