1135 CRAFTSMAN WAY 2018-01-02 MF Import

IPrcliminmy I�indings from Revic�� ofGcotcchnical Rcpurts North Marina Dcvclopmcnt I Gvcrctt, Washington March ?4, 2004 CG Prujcct Nu. 1�76 � Pauc 5 prnpusal lbr th;it invc;tig:uiun. As p.ui oC th.it scopc of scr��icc,. �c�� vruuld cumplcte a liyuaf�nctiun un:il}�si,: .� sitc Iresponsc analysis is not part of that study. 'I hc sitc responsc for this projcet �auuld bc to c�aluatc thc responsc of thc cntire sitc during a scismic c��cnt. This may or may not be rcquircd by thc stnictural cnginccrs �ti urk ng on Nic IprojccL It may also bc a valuablc tool for cvaluating whcihcr thc stonc columu option h;is incrc.i,cd bcnefits bct�ond wh:rt is lislcd ahutc. I USG OF'I'IIIS LG'I"CI�.R INc havc completcd this Icttcr for \iaritinre "frust Corporauun fi�r usc in c�;ilu;rting drsipn opU��ns at thi, timc. Our comments arc intended to provide gcneral design considerations and to possibly hclp projcct costs for the Iproject. Our c��;�lu�tion is U;�sed solcly on lilerature rcscarch at this time and should Uc consid�rcd prclimin:�r}' in naturc only. I �Vithin ihc limitations of scopc, schcdulc and budgc[ for our �cork, «'r h:nc stri�cd to takc c�rc th�t our �vork has Ibcen completcd in accordance with gcncrally aceepted prac�iccs followcd in this mra at the time this report was prcparcd. No o[hcr conditions, cxpressed or implicd,should bc undcrstood. i I \Ve appreciate the opportunity to Ue of scrvicc to you. If therc arc any qucstions conccrning this letter or if a�c can ; providc additional scn�ices, plcasc csll. Sinccrcly, � Cornerstone Geotechnical, Inc. ��Vv � _'`i? / .�i� �„ Charles P. Cou�rettr. P1: Principal Engincrr C PC:rp Thrce copies subtnittcd :lttaehments I.ist of Providcd Gcotcchnical Rcports Cross Section A-A' from the 2002 URS report �/C Cornerstone Geofechnical, Inc. �