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DESIGNu_z ?,,,4_40 31s-1- I-_�)r <br />FIELD REPORT <br />10 2 <br />Project Name: <br />Everett River Front- Eclipse (3) <br />Report: 042 <br />GeoDesign #: <br />Polygon-128-03 <br />Date: 11/29/2017 <br />Reports with Unresolved Nonconformance Issues: <br />Permit: <br />PW1504-055 <br />Nick Abdelnour (Polygon) <br />Randy Allen (City of Everett) <br />Weather: Cloudy, 50's <br />Ron Bowen (Polygon) <br />Eddy Stevens (Polygon Homes) <br />Arrival/Departure: 1545/1600 <br />Distribution: <br />Doug Ross (Polygon) <br />Paul McKee (City of Everett) <br />Prepared By: Benjamin Weinberg <br />✓❑ Site Plan(s) ❑ Density Test Summary <br />Signature: ;_ <br />Attachments: <br />❑ Installation Records ❑ Other <br />_ <br />Reviewed By: , <br />PURPOSE of VISIT: GeoDesign representative, Benjamin Weinberg, was on -site part-time at the request of Craig with <br />DDS to observe mat foundation subgrade for Building 14. <br />SUMMARY OF OBSERVATIONS: <br />BUILDING 14 - MAT FOUNDATION SUBGRADE OBSERVATIONS: <br />Previously, GeoDesign noted two areas along the west side of Building 14 which could be probed 1-3 feet using a 1/2 inch <br />diameter soil probe. Today, GeoDesign noted that DDS had over -excavated the previously identified area down to a <br />gray -brown silty SAND with gravel which could be probed less than 1 inch using a 1/2 inch diameter soil probe. The area in <br />the northwest corner of the building had been over -excavated approximately 3 feet. The area in the southwest corner of the <br />building had been over -excavated approximately 1 foot. The over -excavated areas had filled with 4-8 inches of water prior <br />to our arrival. <br />It is our understanding that the over -excavated areas will be dewatered and backfilled with a 2-inch clean crushed rock <br />tamped into a firm and unyielding mass during backfilling of interior plumbing trenches scheduled for a later date. <br />A summary of our observations can be found in the attached 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 402 1 Seattle,WA 98133 1 206.838.9900 <br />2502 Jefferson Avenue I Tacoma, WA 98402 I 253.203.009E <br />