5121 CHINOOK DR 2016-01-01 MF Import

Thamae Jones JN 96050 Merch 14, 7998 Pape 10 Moiature-sensiUve sofl may also be susceptlble to excessive softenfnp and "pumpinp" from construcUon equipment, or evan foot traMfc, whan the moisture content is greater than the opUmum moisture content It may be benefldal to protact subpradea with a layer of importad send or cruahed rock to Iimit disturbance from Vafflc. • Ideally, swctural till thet wilt be placed in wet wsather ahould conafat of a coarae, aranular sofl with a siit or day content of no more than 5 percent Ths percentape of particlee pasainp the No. 200 sieve should be measured from that porUon of soil pessinp the three-quarter•inch aieve. LIMITATIONS The analyses, conclusions, and iucommendations contained In this report are based on aits conditions as they e�sted at the Ume of our exploratlons and assume that the sofl encountered (n the test holes is representative ot subsuAace conditione on the aite. If the subauAece cbndiUona encountered durinp construcUon are aipniftcanUy diHeront from thoae obaerved (n our exploraUons, we should be advised at once so that we can review thsae condiUons and reconsider our recommendatlans where neceasary. Unanticipated soil condiUone are commonly encountered on constructlon sftes and cannot be fully anUGpated by meroly tak(ng aoil samplea in tast holes. Subsu�tace condiUons can also vary between exploradon IocaUons. Such unexpeded condiUons irequenGy require makinp addi8onal expendituree to eltefn a properfy constructed project It is recommended that th� ovmer consider providing a contlnpancy fund to accommodate auch potenUai exUa costs and risks. This is a stendard recommendaUon for all projects. This report has been prepared for the excfusive uae of the Thomas Jones and hia ropresenteUvea for specific applicaGon to this proJect and site. Our recommendaUons and conclu�fona are baaed on obaerved site materials, end selective laboratory tseUng and enpineariny analyses. Our conclusions and recommendatlona are profeas(onal opiniona derived in accordancs w(th current standards of pracUce within the scope of our services and with(n budpet and tlme consVaints. No warranty is expressed or implled. The acope of our aervfces does not (ndude aerv(cea related to construcNon safety precaudons, and our rocommendatlons aro not (ntended to diroct the contractors methods, techniques, sequences, or procadurea, excapt as speciticaiy dsscribed in our repoR for conalderadon in desipn. We recommend Includiny this roport, In ita entlrety, in ths project conUact documents so the contractor may be aware of our findings. ADDITIONAL SERVICES In addition to reviewing the tinal plans, Geotech Consultants, Inc. should be retained to prov(de geotechnical consultatlon, testlng, and observaUon services during constructfon. This ia to conflrtn that subsuAace conditlons are consistent with those fndicated by our expioratlon, to evaluste whather earthwork and foundaUon consWctlon activitles comply with the (ntent of contract plana and specifications, and to provfde i�ecommendatlons tor design changes (n the event aubsurfacs conditions diBer from those andcipated prior to the start of consWctlon. However, our work would not include the supervision or direcLon of the actual work of the contractor and ita employses or agents. Also,job and site safety, arni dimensional measurements, will be the responsibflity ot Ute contractor. OEOTECH CONSl7.TANI9.INC.