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e <br />Final Letter — Geotechnical Construction Observations <br />1008 Broadway, Everett, Wasl�ington <br />.Iuly 14, 2016 <br />2922, Nuclear Gauge Metl�od. Two repcesentative soil samples were submitted to a testinb <br />laboratory for maximum dry density tests in accordance with ASTM D-1557,C Modified <br />Proctor. The tield density tests indicate the stcucCural fill at the tested locations was compacted <br />in accordance with the recommendations presented in our refei-enced study. <br />ln sun�mary, bascd oi� o�ir observations during our site visits, to the best of our knowledge, the <br />above-discussed beotechnical elements of the project h�ve been accomplished in general <br />accordai�ce with ow� recommcndations and the approved plans. <br />LINIITA7'IONS <br />The geotechnical observatioii services were perforined in accordance with gei�erally accepted <br />staildards of the profession in this �eographic �rea. PanGEO personnel were on site on an as- <br />needed basis, and were not present at the site on a fi�ll-time basis d�iring construction. Our <br />conclusions and opinions as to wllether tl�e work essentially complies with the project <br />requireinents are based on our observations and expecience. The couclusions contained herein <br />apply ouly to our observations at the time of our site visits. We cannot provide advice, opi�iions, <br />oe conclusions relative to site work that we have not observed. <br />We appreciate the opportunity to be of service. <br />Sincerely, <br />PanGI:O, Iuc. <br />1_._�_ � <`��._ <br />Scott D. Dinlcelman, LEG <br />Senior Engineering Geolobist <br />�'a�-�w��l�. <br />s;�W L. Ta��, P.�. <br />Principal Geotechnical Engineer <br />is-oas i�;,,,�i i.ou�r Page 2 of 2 Pai�GEO, lilc. <br />