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1910 112TH PL SE 2017-01-13
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1910 112TH PL SE 2017-01-13
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Last modified
1/13/2017 4:46:13 PM
Creation date
11/30/2016 9:44:06 AM
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Address Document
Street Name
112TH PL SE
Street Number
1910
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• <br />December 15, 2015 <br />ES-3588.01 <br />Polygon Northwest <br />PO Box 1349 <br />Bellevue, Washington 98009 <br />Attention: Mr. Thomas Heinz <br />� ��'�-Ii�D�t� <br />- : .�ar�� ��; <br />S�uti�ns: <br />�I��,�� K <br />��.� <br />Earth SolutiOtlS NW LLC <br />. �::�z,�x�:a,�,<<_:: �_,�«�;,f_.;,;��;�, <br />° C�_,r,;f''.€t.ilot'� Vj:tr.�ilt�r(r�i <br />• �t�`,iro€'.!llr+li.dl ���i,�.��!'.'.<'� <br />Subject: Final Report — Building 13, Lots 13.1 thru 13.6 <br />Construction Monitoring and Consulting Services <br />Silver Lake Center <br />1920, 1918, 1916, 1914, 1912, and 1910 — 112th Place <br />Everett, Washington <br />City of Everett Permits C1411-065, C1411-064, C1411-063, C1411-062, <br />C'1411-61, C 1411-60 <br />Dear Mr. Heinz: <br />In accordance with your request, Earth Solutions NW, LLC (ESNW) provided construction <br />monitoring and consuiting services at the subject site. �ur services included providing onsite <br />observations and testing on a part-time from April 24 to June 12, 2015. Our representatives <br />made two site visits to observe and test the building foundation subgrade. <br />Uur 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 sarnple 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 />1�i�15 - 13!i;.f� i'i-i��' N.E., St.�itt.' Z{)�f • t?��Il��v�.�r 1'�i V�3:5�;?), • r1)�il -E�4'F-:ijEl� * F:1X i�!Sj �+'�)-d7i"I <br />
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