7404 EVERGREEN WAY 2018-01-01 MF Import

11V JJUCJZ SLLt�iL i�J� 111Tv� �l�T�i. 30 Nover�ber 19'73 l4r. Bruce Oleon Investment & Flana�ement Corporation 19?30 - 64tn, w�6t Lynnvood, Wa�hington 98036 Subject: Site Investigation - Propo�ed /�lfy'e Piz�a Building Evergreen Way, Everrtt; Wushiogton Deur Hr. Olson: P.O. Box 1�01 �verett, �Vashinoton P°"-Ofi Telephone :AG . 23�J-0517 Eef: E-881 Per your request, a site i.nvestigation uas performed at the above subject project. At the time of our investigation the site was relatively level and free of vegetation Vith an aporoximate 1:1 25' slope at the rear of the property. Six exploratory test pits vere excavated using a backhoe with a 24" bac'r.et. Fill soils rangin3 frcm �+.5' to 8.0' were encountered in the proposed buildin� area and to nn undetex�ined aepth in the rear parking area �refer Test Pit Loge). The fill soils encountered in the proposed building area uere ;irm silty sands and gravel relatively free of debris. 'lnese soils will be s�iitable for el.ab support ae long na nny nddition�l :ill macerial pincad is approved by our representntive und compucted to 9i% of ti;'PM U-1jJ7. The building footin�;o r,hould be four.ded on undieturbed native material, per oux' con- vereation with you and Mr. Donuid R. We�tlin, Architect. Teet Pit No. ti, which was excav�ted in the proposed rear parking area, shoaed con- niderable r.mount:s of debris �ve�Zetation, brick, concrete, wood, etc.) and in its preocnt con<iition ia not auituble for uupporting pavenent section�. It is eur recomm^ndation that this arcu be re-vorked under ci�e :,�pervision of our represer.ta- tive to give a minimum of 2' of aP2rov��7 fill material coropacted to 90'� of ASTM D-1557. This �rould be for all parking arens and tne rear slope. Any trenchin6 for otorm drnin in this areu should be perforned under our reoresentative'6 ,uper- vision. _. . , -, . � � , ,; �,