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ttlerV <br /> 3 a<i ' L 0 <br /> Pro`ect Name. Everett River Front-Simpson Report 109 <br /> GeoDesign#: Poi gon-127-0 Date: 8/27/2016 <br /> Reports with Unresolved Nonconformance Issues: Permit: <br /> DFR 052 PW1505-005 <br /> ������������������������ ��pp�������/ /%% qty �������� / // f� //• <br /> Nick Abdelnour(Polygon) Randy Alien(City of Everett) weather:Cloudy,60's <br /> Ron Bowen(Polygon) i Eddy Stevens(Polygon) Arrh a1/Departure: 1200/1230 <br /> Distribution: <br /> Doug Ross(Polygon) Kirk Keck(City of Everett) <br /> Paul McKee(City of Everett) Dave Foster(City of Everett) s Pre*;,red.By:„Ben Weinberg,0 Site <br /> Attachments " Instailatlosn Records ® OtherTest Summary Si.nature: <br /> Density 112 <br /> Reviewed By: '1, <br /> PURPOSE of VISIT: GeoDesign representative, Ben Weinberg,was on-site at the request of Eddy Stevens with Polygon to <br /> observe foundation subgrade for Lot 108. <br /> SUMMARY of OBSERVATIONS; <br /> Lot 108: <br /> Upon arrival,GeoDesign noted that foundation excavation subcontractor had finished digging approximately 90%ofthe <br /> footing and crawl space using a Case CX130 excavator and grade blade. GeoDesign noted that the exposed foundation <br /> subgrade generally consisted of a brown silty SAND(f-rn)with gravel(f-c)which could be penetrated less than 2 inches <br /> using a 1/2 inch diameter soil probe under the full weight of the user; in-place density tests taken on the north,east,and <br /> south side indicated that the material had been compacted to greater than 95%of its maximum dry density as determined <br /> by a Modified Proctor analysis. <br /> It is the opinion of GeoDesign that the exposed foundation subgrade is currently suitable for support of the intended load. <br /> GeoDesign recommends that any surficially loose and/or saturated material be removed from the base of the footings prior <br /> to the placement of concrete. <br /> A summary of our observations and density tests taken today can be found in the attached Nuclear Density Gauge Data <br /> and Figure 1. <br /> This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering or environmental services.We rely on the contractor to comply with the plans and <br /> specifications throughout the duration of the project irrespective of the presence of our representative,Our work does not include supervision or direction of the contractor,the contractor's employees <br /> or agents.Our firm is not responsible for site safety.This field report is a DRAFT representation of our field observations,testing,and preliminary recommendations.The report can only be considered <br /> final upon review of the GeoDesign project manager,as indicated by initials in the"Reviewed By.section. <br /> 10700 Meridian Avenue North,Suite 210 I Seattle,WA 98133 1206.838.9900 <br /> 2502 Jefferson Avenue I Tacoma,WA 98402 I 253.203.0095 r``' <br />