5129 CHINOOK DR 2016-01-01 MF Import

.... v. � ��8.'0:�159E. 0�.?:J' C'iiEjd70d73 Shr+a9i �_ FQTEn Pa3E 1. • � C C � JN 00060 'Tnom�s Jonas Pp� 10 M�roD 11, 149a IMoisture•sensilivo s a�^moYavenfo t tsafOc�bwhon�the�mosturettconten�sdp es�plthan the conslrud�on �quipm , mport d sand,or crushed rockllo Umit distu�nce from teKc.t subqradee with a layer o I Ideally, structural fiil chat will be pl�c�d In w�t we�ther should connist of a coane, pranul�r so11 200 s evla sho�uld b� meesutrod 1 om tnat po Ion ofnsoiTp�ssenpehe t�hre�!-q�0rtersrcn sieVi�s No. . LlM1Z9LQ� I The anelyses, conclusions, and recommendations containetl in this report are ba�ed on site conditions as tney existed at the lime of our explorstions and assume that the soil ancount�nd In the test hoias is representative ot subsuriace conditions on the site. If the subauAace conditions ancounterea aurinp constn,ction are sipnificanUy diH�ront trom those obeervud in our explar�tions, we should be advisod at once so th�t we c�n revisw these condiUone anC reconsider our recommenda�vns wharo necassary. Unantfcipat�d soil conditione are commonly eneounter�d on construction e�tas ana cannot ba fully snticipated by meraly teklnp soil semplea in tact holes. Subsurfece conditions can also vary b�tween explorauon lou+tions. Such un�xpected condiUons Irequently require makinp addilionat expenditurea to attoin a properly conswctod proj�ct. It I� potent eeextra osts nd sks,rThie isda standa d recommend Non foualdl pro)ect�mmoCate fuCh I Tnia rapon has bean prPparad tor the exclusiva use of the Thomas Jon�s a�d h�s r�preeent�Uws fur spacific eppliwtian to this projod and s�te. Our ncommendatlons and conclusions are baad on obcarved s�te matarials, snd selectivo IaDoratory testinfl and enqlna��0 e��Y�� Our conelusiens and recommendaUons ara professional opinions derived in aceordanee with cuR�nt standards o( practice witt�in the scop� ot our sarvices and withln budpet and Ume consV�ints. No warranty �s e�pressad or implied, 7he scope of our services does nol Include sarvlces related to construct�on salety precautions, and our �ecommend�tlons er� not intantled to einct the our1report fcr�cuns derat�on InUdesignQuWaeacommrend�includ np this rop�rt i�n its�entl ety,bn th� project con�racZ document� so the contraclor may be aware of our findinps. I �Q171ANOL cE�VICES � In addillon to reviewinfl the final plons, Geotoch Consuttants, Inc. should be rot�fn�d to provi � geolechnlca, consultation, lesUnp, and oCservation setvicas durinp con�trucUon. This Is tu confirtn that subsurfaco eonditions ara consistent witn thoso inditated by our exploration, to evalu�t� whether ear�7work and toundetion construc:lon activlties comply with tha Intent of contnct plans and spec�fications, and to pruv�de recommenda;;on� tor dasign chanpea in the event wbsuAace condi�ions a!'er trom chose anticipated p�ior to ;he scart ot construcUon. However, our wortc would not include u.� supervisicn or diroction of the ectual wark ot the contractor and ita employe�t or epenls. .41so, ��b dnd Site sefely, and dimensionel meawremente, will be the responsibflity of lh• ' contrector. � I QfiOTECN CO!ISIRTMITi.MC. �