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i � <br /> ; <br /> , <br /> ;ne i.��u,u-uatc�i, thr cnc�,hcd >in�fa�iu;� hasr i��w�s�� c;u� I��� climir,:i�rd. .ind Il�c .ic.iun ��oitlan�l rcincw <br /> � �oncrcicorasphal� cuncretep:nrn���inil�iJ:n�,�:., c;n; h,r �,InecJ .liic�ilc ���.�ril�r :llli. <br /> DPAINAGE CONSIDERATIONS <br /> 1 1Ve anlicipalc shalimv Grrnmd��;uci .crp;�i��• in:n untcr esc;iv�niun�, �cpruding on thc tinic ot �c:n <br /> � cuuslniclion takcs placc, cspcciall} in thc tipriug and �rintcr munth�. Ilo��evcr. �cc c�pcct ihis scepagc <br /> �vater can bc hanJlcd by digging intcrcep�or uenches in the excavaiiuns.��,d n��„����E iro�„ s����,r�. ri�� <br /> � scep.ige �v;der if not intercepted and romoved liom �he e�cavations will tn�ke it dif'ticult to piacc and <br /> compan stnulur:il fill and nmy destahilize cut slopes, especi��lly cul slupes iu Ihe silts and days. 'fhc <br /> contrac�or shoulJ monitor the grouudwaler Ievcl in the piezomcter located in boring 13-G. <br /> � All paved and landscaped arcas �hould bc gndcd so surf:�cc dr�inagc is directcd away frum Ihe buildinc <br /> to appropriatc cntch basins. Wa�cr collccicd in roof du�anspout lines nnat not disch�uEc inio ur bc routcd <br /> to thc perliira�ed pipes inlended 1hr foo�in};or�v:�ll drain�igc. <br /> � ABANDONING PIEZOMETERS <br /> Ttic cxisting piezomcicr installcd in boring li-G should bc decommissioncd by a li�cnscd drillcr in <br /> � accurdance with thc resource protection wcll requircments per Chaptcr 173-I b0 WAC. <br /> RECOMMENDED AOD�TIONAL GEOTECHNICAL SERVICES <br /> ' 71unughuw �his report, recommendations are pro��ided where we consider additional geotechnical <br /> scrvic�s to be uppropriate. "Iliese additional scrvices are swmnarized below: <br /> • Gculingincers should hc rctaincd to rcvicw thc projecl plans and specifc:nions when completc tn <br /> � conlinn that our design recommendatiuns hnve Ucen implemenicA as intended. <br /> • Uuring construciion, Gcol�nginecrs should obscrvc and evaluatc the suitabiliry of thc foundatiun <br /> subgr.idcs,observc removal of unsuitablc soils,cvaluate thc suitabiliry of tloor slab�nd pavemcnt <br /> � subgrades, observe instnll�tion OP SII�SUf�BCI' drainage measures, observe aud tcsl structural <br /> hackfill, and provide a summap� Ielter of our coustruclion observation scrvices. Tlie purposes ul' <br /> GeoF.nginecrs constructinn phase services are �o confirni that the subsurface conditions ;uc <br /> consis�ent �eitl� Ilwse obscrved in Ihe esplorations aud uther rc:�sons dcscribed in AppenJix C, <br /> i Itcpurt I.imila�iaus aud Guidclincs titt Usc. <br /> � <br /> LIMITATIONS <br /> �Ve have preparcd lhis report for the esclusive use oC I:vereU Communiq� Callcge and thcir design tcam <br /> for Ihc proposcd Swdcnl Fitness mid llcalth Centcr projcct a� I3�crcn Communiry Cullcgc in I:vcrcu, <br /> V✓oshington. '1'hc Jat� should bc providcd to prospcctivc wntnclors for thcir bidding or estimaling <br /> pwposes. hut our rcpon and intcrpmlalions shuuld not he constn�ed ns a warranty of thc subsurfacr <br /> + condiuuns. <br /> 11'ilhin thc limitations of scopc. schedule and budget, our services hirvc l�ecn executed in acwrdancc wiih <br /> gcnerally acceptcd prac�ices in the f icld of gcotechnical engineering in this nrea al the time this rcport�vas <br /> prcpared. t�n tvananty or o�hcr couJilions,cxpress oi'iutplied, should bc undcrstood. <br /> Any electrm�ic I'umi. (acsimik or hard copy of the orikinal document t������il, Ie�t, table,anci/or figure), il <br /> �novidcd, and any auachtnents are only a copy of the original documcnt. '17ic origin�l Jocumeni is sinrcd <br /> by Geo[:nyincers, Inc. nnd will scrvc as Ihc official docununt of rccurd. <br /> fll,�A'o �,st�.nn;-no PagC/4 GEOENGINEER� <br /> .L�ir l�. i��ds <br /> I <br /> � l 1 <br />