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( <br /> ( <br /> � SUBSURFACE CONDITIONS CAN CHANGE <br /> { lhis gco�cchnical or Eculogic rcpurt is hascd on condilions ihai cxisicd at Ihc timi� thc study ��as <br /> � perliinncd. Thc tindings and cunclusions ol' ihis repon may bc aflc.�cd hy th: r.�ssa�c of timc, h� <br /> manmaJc cccnis such as construciion on i�r adjaccnl io Ihc sitc. or by natural cvcnls such as IlooJs. <br /> � canbyuakcs. slopc instahilily cr grouncl�c:ucr tluctualions. Ahrays contaci(icoG�ginccrs bcfiirc appl�in� <br /> a rcpon m�Icicnnin� il'i� rcmains applicablc. <br /> ` MOST GE07ECHNICAL AND GEOLOGIC FINDINGS AR[ PROFESSIONAI.OPINIONS <br /> t Our intcrprc�ations ul'subsurl:icc condi�ions:n'c hascJ un Ii:ld ohscrcations �:rom �cidcly cpaccd sampling <br /> � loc;uions :u �hc sila Siic cs��luraiiun idcniilics suhsurtacc cunditions onl}� :u thusc poinls ��hcrc <br /> sibsurliicc Icsis arc conducicd ur samplcs arc iakcn. Gcofnginccrs rcvic�ccd lidd and lahoraton� dala <br /> � and thcn applicJ aw prolissiunal judgmcm tu rcndcr an opinion aboul suhtiurfacc condiiions ihmueliout <br /> thc silc. Aciu:d subsurfacc couditiuns may dil7cr. somctitncs signilicantl�'. �i'om iho,c inJicatcd in this <br /> ( rcpnn. Our rcpurt. conclusions and in�uprclalions should nw bc consinicd as a �c:nTanry af du <br /> suhsurlacc cundi�iuns. <br /> ( <br /> GEOTECHNICAL ENGINEERING REPORT RECOt.1MENDATIONS ARE NOT FINAL <br /> 1 <br /> Du nol ovcr•rcly on �lu pr.•liminai} conslruclion rrcommcndaiiuns includcd in Ihis rcport. Thcsc <br /> ( rccomnundations arc nul linal. nccausc ilicy ocrc dc�clupcd principally 1'rom Cicolinpinccrs' pro�ossional <br /> judgmcni and upiniun. (icolinginccrs' rccommcnd:uion, c:m bc lin�diud only hy obscning ac�ual <br /> ( subcurliirc conditions rcecalyd during cunsUuclion. Gculinpinccrs cannnl assinnc respunsibility or <br /> li;ibility ti�r ihis rcpun's rccommcndations il��c do nut perli�rm construclion obxn�alion. <br /> � <br /> , Sul'liricnt mnniiarinc. Icsling and cunsultalion b�� (icol:nginccrs should hc pru�idcd during construction <br /> tn conlirm ihal thc cunJi�ions cncounicrcd arc ronsis!cnt �cilli thusc indicatcd b�� �hc c�ploi:�tions, lo <br /> pro�idc rcronuucnda�ion� fi�r dcsign changcs should Ihc conditions rc�r.ilcJ during ihc �cork dif7cr I'ram <br /> ' Ihoxc aniirip;ucd. and to ccalualc ��hcthrr ur not c;u1h�cork ac�ici�ics :nc cumplcicd in accurdancc ��ith <br /> � our rccommcndalioos. Rrlainin� (icolinginccrs liir consiniclion ohsciva�ion liir Ihis projccl is thc most <br /> ct7ccticc mcihod uf tnanaging�lu risks as.uri:ilcd ��idi unanlicip:ucd ronditions. <br /> 4 A GEOTECHNICAL ENGINEERING OR GEOLOGIC REPORT COULD BE SUBJECT TO <br /> i MISINTERPRETATION <br /> � \lisinlcrprcuuion ol ihis rcpori by mhcr dcsign icam mcmbcrs can resuh in coslly prohlcros. You could <br /> lo��cr th;u risk by ha�ing liculinginccn conlir �cilh appropriaic mcmhcis of ihc dcsign tcmn :dicr <br /> � submiUing ihc rcpurl. �Vsu r:lain (icul:nginrcr. �o rccic�c per�incm ricmcnt, ul Ilic dcsign tcnni s plans <br /> 1 ;md .pccilicatiuns. Cunuaclors can nlso tnisimciprci a gcnirrhnical cnginccring or gcolo�ic rcpon. <br /> � Rcducr Ihai ri.k by h;icing GcuGnginccrs pnrtirip;uc in prc-hid anJ prcconsvuriion conicrcnccs. and b� <br /> ��ru�iding construcliun uhscrcmiun. <br /> DO NOT REDRAW THE EXPLORATION LOGS <br /> (iea�cchnical cn�incci. and gculogis�s prcpmc �inal huring �md Icsting lo�c haxd upon ihcir <br /> iniciprcl;uion ul licld lugs ;md lahor;uuq dala. To prc�cni rnurs or omission.. Ihc logs inchidcd in a <br /> gc��trchnical cncincrring ur Ecologir rcpnn shuuld ncccn c� rcdra�cn Ibr inclusiun in mchi�cclw;d or uthcr <br /> dcsi�n dr:ncin�s. Onl� photu�rapl�ie ur cicctronic rcpruduciion is acccplahlc. but rccognizc ihat <br /> .c�cu:ilinc lugs liom thc rcpun r:m cicc;ur ri.k. <br /> ( <br /> s <br /> � i�d� �„ �,:,..�,n-.,��� Pn;�r C-1 . <br /> GEOENGIMEEII� <br /> � .�nh i�. _�n�� � � <br /> �� <br />