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GEOTECHNICAL ENGINEERING SERVICES R'cPORT <br /> PROPOSED CAMPBELL SOUP FACILITY <br /> EVERETT, WASHINGTON <br /> FoR <br /> ENSR CORPORATlON <br /> INTRODUCTION <br /> '1'his rcport presents thc results of our ecotechnical enginecring scrvices for the proposed Campbell Soup <br /> Ficiliry to bc located at thc Scaway F3usiness Centcr in Gverett, �Vashington. The site is abuut l3 acres in <br /> site and is located on the southeast camer of the inlersc:;tion of b(crrill Creck Parkw;ry and f lardesun <br /> Road. Thc locahon of thc site and the proposed facility aro shown in Figiues I and 2, Viciniry Map and <br /> Sitc Plan, respcctivcly. <br /> Ne previously performcd earthwork obscrvation scrvices for Rinker tilaterials during mass grading in this <br /> arca, thc results of which are summarized in our "Revised Summary Letter, GartMaork Monitoring <br /> Scrviccs, Seaway Centcc Lot ti. I�.vcrclt. \Vnshingtod'd�ted April 18, 2002(see Appendie A). <br /> PROJECT DESCRIPTION <br /> Our undcrslancting of thc ��rojcrt is b:�scd on in(ornwtion providcd by C•NSR Corporation. Thc <br /> infom�a[iun includes a prcliminary sile plan and building layout prepamd by "fhe Dennis Group, dalcd <br /> Novembcr IS, 200d. Thc C;nnpbcll Soup Gicility will bc constn�ctcd in lhc Scaway I3usincss Ccntcr <br /> bctwecn Merrill Crcek P:�rkway and Indusiry Strcet. The sitc is bouncted on the west side by a permanent <br /> storniwater dctention pond located adjacent to {lardeson Road, on the north side Uy Merriil Creck <br /> Par4:way, on Ihe soutli side by Industry Strecl, and to �he east by properlies o��ned by Valley Glectric and <br /> Rinkcr �latcrials. 7hc Cmnpbcll Soup lacili�y will consist uf.ui approsimatc ?I5,500-squarc-foot (sfl <br /> concrete tilt-up building hnving u cican c�ight uC about 34 icet with n conc�ete slab-on-grade. Alttwuoh <br /> ' dcsign of thc building is in d�c conccptual stagc, wc antic�pmc that thc linish floor will i�c ncar cxisting <br /> sitc grade and that rclativcly minor grading will bc required (ur constructiun. The builJing will he <br /> � surrounJed with Bti�JI18I1-�11V1'� car and tnick parking arcas, access driveways and landsc;�ped arcas. A <br /> ncw stomiwater detcntion pond is planncJ in the suuthwest area of ihc site. <br /> Prcliminary structural louding infomialion Cor thc building was providcd by [NSR Corporation. The <br /> culumn and loading configuralion consis�s of intcrior cohimns spaccd on d0- tu 50-foot centcrs. <br /> _ :\Ithough specific column design loads were not provided at this time, we anticipaic column loads on thc <br /> ordcr of 100 N I�0 kips. Ne also anticip;uc th;u thc building will havc csterior wall loads of about 4 kips <br /> per lincal luo[ wi�h additiunal 50 kip loads al perimctcr colunm locations. �Vc undcrsLmd that design <br /> Iloor loads for thc proposcd building will bc 2�0 powids per square foot(psQ. <br /> PURPOSE AND SCOPE <br /> i <br /> 'Che purpose of uur scrvices is to evaluate soil and groundwatr.r conditions :�s a basis foc devcluping <br /> dcsign criteria lor the geotechnical uspecls of Uie proposed building. 1Vc revicwed esisting carthwork <br /> ducumcnts in our files and tield cxplorations perCormed by LNSR Corporation to devclop engincering <br /> recommcndations for use in design of the project. GcoGnginecrs, Inc. completed estensive earthwork <br /> moni�nring Jm'im� cr:iding ul thc site that i,alsu incor��or.ucd in our rccommcndations in this report. <br /> Fde`;�,. Cnl.ti'-pnl-���o _��� Pn�,. i GEOENGINEE115�� <br /> Jer:u�,.v 1`.:iiU, <br />