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GEOTECIWICAL ENGINEERING STUDY <br />PROPOSED VE(IICLE EMISSION INSPECTION STATION #31 <br />EVERE'IT, WASHINGTON <br />&5813 <br />IkU YRe) s MIacI <br />Gtncm <br />This report presents the results of the geotechnical eng iecring study for the proposed Vehicle Emission <br />Inspection Station #31 in Everclt, Washington. The general location of the site is shown on the Vicinity <br />Map, Plate 1. The purpos; of this study was to explore the ,.ubsurface conditions at the subject property <br />and to provide recommend..tions for site preparation, as well as present geotechnical information for the <br />proposed site development. <br />knit d-DcKdPAN <br />At the time our study was performed, the site, proposed and existing building locations, as well as our <br />exploratory locations, were approximately as shown on the Test Pit Location and Site Plan, Plate 2. <br />Based on die preliminary plans provided to us, the site will be developed with a 'drive -through' <br />inspection facility. The inspection building will be of wood -frame with a slab -on -grade floor. Remaining <br />portions of the rte will be employed mainly as asphalt and concrete paved parking and drive areas with <br />some perimeter planters. <br />Based on the existing topography, grade modifications for the proposed development will consist of cuts <br />and fills on the order of five to ten feet (exclusive of any subterranean demolition excavation baclddls). <br />It should be noted that all existing elements at the site will be demolished and/or replaced with a new <br />vehicle emission inspection facility. <br />Structural load information as provided by the owner is as follows including maximum dead plus live <br />loads: <br />• Wall loads 1500 pounds per lineal foot <br />• Building slab loads - 100 pounds per square foot (psf); plus <br />traffic <br />If the above design features are different or vary from those listed, we should be notified and allowed <br />to review our recommendations in light of actual design features. In any case, it is recommended that <br />the Soils Engineer of Record he retained to perform a general review of the final construction design <br />Earth Consultants, Inc, <br />