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I <br /> I <br /> REPORT <br /> I GEOTEChINICAL ENGINEERING SERVICES <br /> PROPOSED STUDENT FITNESS AND HEALTH CENTER <br /> EVERETT COMMUNITY COLLEGE <br /> IEVERETT,WASHINGTON <br /> INTRODUCTION <br /> II hiti rcpi ri prescNs Ihc resultx of our E�coicclmical cnginccriug srrviccs for thc proposed Sludent l�itncss <br /> �nJ Ilcal�h Ceuter ai Iivercu Community College Q:vCC) in tivcrcu, Washinglon. 'I'lie site Is shown <br /> rclativc to su�Tounding physical leauncs on thc Vicinily Map, Pigurc I and �hc Silc Plan, Pigurc 2. 'I'he <br /> � gcner.d confgun�ion of the proposed hnilding is shown on Figure 2. <br /> PROJECT DESCRIPTION <br /> I \Vc undcrs�and I:vCC is planning tn huild a ncw Studen� Pimess and I leallh Ccnter in thc esisting parking <br /> lot lucated cast of thc Transit Ccntcr mid south of'I'owcr Sin�ct. Our widcrst:mding of lhc projcct is Uascd <br /> nn discussions with SRG 1'aitnership and G��CC. <br /> IWc undccstand Ihe proposcd 1 to 2-story Student 1'itness and Hcallh Center building will cncompass <br /> abow 34,000 sywirc tect. Thc footprint of the building will be about I)0 feet by 210 lect in pl:m. "I'he <br /> I gymnasium �vill occupy Ihc ccntcr of thc building, whilc a locker room and thc wcight room will oceupy <br /> the west and soulh sicles, nespecliccly. We understand tl�c column loads will range up to 100 kips. <br /> Gr:iding at Ihc site ���ill be rclalively minor �vith ihc lowcr Iloor elev�tion matcliing existing gr.�des to <br /> reduce enithwork costs. '17ierc arc no below-grade walls or structures planned for the project. <br /> IPURPOSE AND SCOPE <br /> fhe puq�ose o(our scrvices is to evaluate soil and groundwaler conditions as a basis for devcloping <br /> design criteria f'or Ihe geotechnical aspects of tl�e proposed Swdent Pitness nnd He�lth Centee PieIA <br /> cxplur.�tions and I�boratoq• lesting �vere performed to identify and c�•aluate sahsurFace conditions at the <br /> sitc in orJcr tu dcvelop enginecring n:comim•nJalious for use in design of ihe project. Our scrvices werc <br /> I perlonned in geneml accordnnce �vith our proposal dated April 25, 200R. \Vritten authorir.ation to <br /> procecd was providcd by ihe Nashington Statc Dcpahment of Geneml Administratiun, Division of <br /> Giginccring miJ Architectural Scrvices dated May S,200R. <br /> IFIELD EXPLORATIONS AND LABORATORY TESTING <br /> FIELD EXPLORATIONS <br /> ` Subsurface soil amd gruundwater conditions at the site were evaluuted by drilling six borings, designated <br /> � l3-I to 13-G, in thc vicinity of ihe proposed building. Tlie l�orings were completed to ciepths rnnging from <br /> 21'/ to 31'/, feet below thu existing ground surface using tnick-mounted drilling equipment. 'I'he <br /> I approximatc locations of thc borings are shmvu on�hc Silc Plan, Figurc 2. Uctuils of the ficid c�plorntion <br /> progr.un and logs of Ihc borings arc prescnied in Appcndix A. <br /> LABORATORY TESTING <br />' I Soil samples �vere eollected durmg drilling and taken to our laborntory for tiirther evaluation. Selec�ed <br /> s:nnplcs wcrc Icstcd for the dctcmiin:uion of moisturc content, fines content (matcrial passing the <br /> I <br /> I FifaNn.l3)6-007-00 rOA�� (�iEOENGINEER� <br /> .lulv 7].100N <br /> I �� <br />