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EO E IGN FIELD REPORT <br /> 1 of 3 <br /> Project Name: Everett River Front-Eclipse (3) Report: 008 <br /> GeoDesign#: Polygon-128-03 Date: 1/5/2017 ._...._. .___ <br /> Reports with Unresolved Nonconformance Issues: Permit: <br /> PW 1504-055 <br /> Nick Abdelnour(Polygon) Randy Allen(City of Everett) Weather:Clear,20's <br /> Ron Bowen(Polygon) Arrival/Departure: 1230/1330 <br /> I. Distribution: <br /> i Doug Ross(Polygon) <br /> Paul McKee(City of Everett) Prepared By: Benjamin Weinberg <br /> m Site Plan(s) IL' DensityTest SummarySignature: -- � <br /> Attachments: 9 <br /> ® Installation Records ❑Other Reviewed By: AV <br /> . ..._ ..__. .:.•. �m. =_mom ._.__. <br /> PURPOSE of VISIT: GeoDesign representative, Benjamin Weinberg, was on-site at the request of Eddy Stevens with <br /> Polygon to observe mat foundation subgrade for Building 6. <br /> SUMMARY OF OBSERVATIONS: <br /> Building 6-Mat Foundation Observations(Foundation Subgrade): <br /> Previously, GeoDesign had identified mat foundation subgrade material along the west perimeter of Building 6 with could be <br /> probed from 1 to 2.5 feet using a 1/2 inch diameter soil probe. Today, GeoDesign noted that the foundation excavation <br /> subcontractor over-excavated the west perimeter area using an excavator and a grade blade. GeoDesign noted that the <br /> material exposed at the base of the over-excavated area generally consisted of a gray-brown silty SAND with gravel which <br /> could be generally probed less than 3 inches. GeoDesign notified the foundation excavation subcontractor that the <br /> observed over-excavated area was suitable for placement of structural backfill material. <br /> GeoDesign noted that the over-excavated area along the west perimeter of Building 6 was backfilled with a 2-inch clean <br /> railroad ballast material that was compacted into a firm and unyielding mass. It is the opinion of GeoDesign that the mat <br /> foundation subgrade observed today is currently suitable for support of the intended structure. <br /> A summary of our observations and photos taken today can be found in the attached Figure 1 and Photo Log. The client <br /> and contractor were notified of our observations prior to our departure from the site. <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 I Seattle,WA 98133 I 206.838.9900 <br /> 2502 Jefferson Avenue I Tacoma,WA 98402 I 253.203.0095 <br />