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DESIGMJ� • FIELD REPORT—_ <br /> 1 of 2 <br /> Project Name. Everett River Front- Simpson Report. 028 <br /> GeoDesign #: Polygon-127-03 Date 02/21/2017 <br /> Reports with Unresolved Nonconformance Issues: Permit: <br /> PW1505-005 <br /> Nick Abdelnour(Polygon) Randy Allen(City of Everett) Weather; Clear, 40'S <br /> _ _........ ...._...__... . <br /> Ron Bowen(Polygon) I Eddy Stevens(Polygon) Arrival/Departure: 0830/0930 0 <br /> Distribution: _ _ _ <br /> Doug Ross(Polygon) Kirk Keck(City of Everett) <br /> _.._......_..... ..... ..... <br /> Paul McKee(City of Everett) Dave Foster(City of Everett) Prepared By: Ben Weinberg <br /> .............. . __a -------- ...... ---•-- —------ <br /> i m Site Plan(s) ❑ Density Test Summary Signature:__ <br /> Attachments: ` -_ _ _ <br /> ❑ Installation Records ❑ Other I Reviewed By: <br /> PURPOSE of VISIT: GeoDesign representative, Ben Weinberg, was on-site part time at the request of John Feltner with <br /> Polygon to observe the foundation subgrade for Lot 133. <br /> SUMMARY of OBSERVATIONS: <br /> Lot 133: <br /> Upon arrival, GeoDesign noted that the foundation excavation subcontractor had completed excavation of the footing and <br /> crawl space area for Lot 133. GeoDesign noted that the exposed foundation subgrade consisted of a brown-gray silty <br /> SAND with gravel which could generally be probed less than 3 inches using a 1/2 inch diameter soil probe. Relative <br /> compaction of the foundation subgrade material was tested using a Troxler Moisture-Density gauge; in-place density tests <br /> indicated that exposed foundation subgrade material had been compacted to greater than 95% of its maximum dry density <br /> as determined by a Modified Proctor analysis. <br /> It is the opinion of GeoDesign that the foundation subgrade area observed today is currently suitable for support of the <br /> intended structure. GeoDesign recommends that any surficially loose and saturated material be removed from the base of <br /> the footing areas prior to the placement of concrete. <br /> A summary of our observations and density tests taken today can be found in the attached Figure 1 and Nuclear Density <br /> Gauge Data. <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 402 1 Seattle,WA 98133 1 206.838.9900 <br /> 2502 Jefferson Avenue I Tacoma,WA 98402 1 253.203.0095 <br /> t <br />