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r <br /> J EO DES1G FIELD REPORT <br /> Project Name: Everett River Front-Simpson ___._......_ _..,,_._._., Report: 111 <br /> GeoDesign#: Polygon-127-03 Date: 6/19/2018 <br /> Reports with Unresolved Nonconformance Issues: Permit: <br /> PW1505-005 <br /> an,ZidetinWVk <br /> Nick Abdelnour(Polygon) Randy Allen(City of Everett) Weather: Clear, 60's <br /> Ron Bowen(Polygon) I Eddy Stevens(Polygon) Arrival/Departure: <br /> 1600/1630 <br /> Distribution: — <br /> Doug Ross(Polygon) I Kirk Keck(City of Everett) <br /> Paul McKee(City of Everett) ' Dave Foster(City of Everett) Prepared By: Ben Weinberg, P.E. <br /> m Site Plan(s) 0 Density Test Summary Signature: ,;,•-- <br /> Attachments: 0 Installation Records 0 Other Reviewed By <br /> PURPOSE of VISIT: GeoDesign representative, Ben Weinberg,was on-site part time at the request of Craig with DDS to <br /> observe foundation subgrade for Lot 282. <br /> SUMMARY OF OBSERVATIONS: <br /> Lot 282: <br /> Today, GeoDesign noted that DDS had completed excavation of the foundation and crawl space area for Lot 282 <br /> (Previously Lot 384). We noted that the exposed foundation subgrade generally consisted of a gray silty SAND with gravel <br /> that could be probed less than 3 inches using a 1/2 inch diameter soil probe. According to Craig with DDS,the southern <br /> portion of the foundation required approximately 1 to 1.5 feet of over-excavation to expose firm and unyielding soil. The <br /> base of the over-excavated area could be probed less than 1 inch. <br /> After observing the base of the over-excavated area,we notified DDS that it was currently suitable for placement of backfill <br /> material. It is our understanding that the over-excavated area will be backfilled with a 2-inch clean crushed railroad ballast <br /> material compacted into a firm and unyielding mass at a later date. <br /> A summary of our observations can be found in the attached Figure 1. The contractor was notified of our observations prior <br /> 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 /> spedfications 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 t` <br />