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� Earfh <br />Solutions; <br />NW«< <br />Earth Solutions NW ��C <br />April 21, 2016 <br />ES-3588.01 <br />Polygon Northwest <br />PO Box 1349 <br />Bellevue, Washington 98009 <br />Attention: <br />Subject: <br />Mr. Jeff Jacobsen <br />Fina( Report — Building 2 <br />Construction Monitoring and Consu�ting Services <br />� Geotechnical Cngineering <br />• Con,truction Monitoring <br />• Environmental Scienres <br />Silver Lake Center <br />2015, 2017, 2019, 2021, 2023 & 2025 — 113�" Place Southeast <br />�l4�G�4`,�, ��!���,�iGCf±di�¢�TV'� <br />Cit� of Everett Permits C1411-048, C1411-049, C1411-050, C1411-050, <br />C1411-051, C1411-052 & C1411-53 <br />Dear Mr. Jacobsen: <br />In accordance with your request, Earth Solutions NW, LLC (ESNW) provided construction <br />manitoring and consulting services at the subject site. Our services included providing onsite <br />observations and testing on a part-time from November 12, 2015 to March 6, 2016. Dur <br />representatives made four site visits to observe and test the building foundation subgrade, <br />structural fifi, and confirm subsurface soil conditions at permeable pavement areas. <br />Our representative observed building foundation subgrade to be dense and suitable for support <br />of the proposed structure. <br />Our representative conducted six field density tests in accordance with ASTM Test Designation <br />D2922 (Nuclear Gauge Method). One representative soil sample was returned to our <br />laboratory for analysis of the maximum dry density and optimum moisture content in <br />accordance with ASTM D1557-02 {Modified Proctor). Density test results indicate adequate <br />compaction of at least 95 percent at the tested locations of the building slab backfill. <br />Based on our observations and testing, the earthwork construction was accomplished in <br />accordance with the project plans and our geotechnical recommendations. <br />1805 - 1;6th Plas::e N.F., Suite 2C?1 • f3ellc�v:te, lti�A 980G5 •(�`�25i �149-4iO4 ° F;1X (425) 449-4i1"I <br />�� <br />