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T <br /> � <br /> � <br /> :; . � - <br /> � c, - - a Z�' i L_.. � <br /> Ear � � _ �(��_� <br /> Consta � g . ; :. -,�e-_ <br /> - Inc. ' ` � ' ' � _� . � 3 _z��z_ _ <br /> � ; �. , � - __ _ <br /> ' Geotechnicol Engineerie�g ae�afl Geolagy ` <br /> 1805- 136th Place N.E., Suite 107, Bellewe,Washington 98005 <br /> Phone: (206) 643•3780�Seattle (206) 464-1584 <br /> March 23, 1982 E-1762 <br /> Dykeman, Ogden, Aldridge and <br /> Quinton, Architects, P.S. �F <br /> 3224 wetmore Avenue c��VF� � <br /> Everett, Washington 98201 �19qR . <br /> Attention: Mr. Gary .Quinton ���fff,i;�� �, �� 19pZ <br /> DU/Nf01//:i;�;;,';`( <br /> Subject: Consultation <br /> Jenson & Reynolds OfEice Building '"���:,�. ° <br /> 13th Street <br /> Everett, Washington <br /> Gentlemen: <br /> In accordance with your request, an engineering geologist from � <br /> our firm met with Mr. A. Gary 0' Leary at the subject project on March l <br /> 17, 1982. The purpose of our consultation was to evaluate the near � <br /> surface soil conditi.ons in order to develop recommendations Eor � <br /> building support and crawlspace dewatering. To explore the subsur- <br /> face conditions, three test pits were excavated adjacent to building <br /> corners. � <br /> The pr000sed structure is located north of 13th Street on the <br /> property of Jensen and Reynolds. This area is on the waterfront of I <br /> Everett, S�ashington and is an older hydraulic fill area. Aerial <br /> photographs from 1970 indicate the fill was placed before 1970. <br /> Numerous structures and other developments were present in the Eilled <br /> area at that time. The topoqraphy on the filled area, including the <br /> subject site, is nearly Elat al an elevation near that of 13th <br /> Street. <br /> At the time of our site visit, the building area had been <br /> excavated to approximakely eighteen (18) inches below existinq grade. <br /> The footings had bee;i formed and the steel had been Flaced at the <br /> time of our site visit. Up to nine inches of standing water was <br /> present in the footings excavation. <br /> The three test pits, all excavated to approximately six feet <br /> below the bottom of the foot?ngs, encountered relatively clean, <br /> medium dense, fine sands with shell frayments. The test pit <br /> excavated adjacent to the northwest building cocner encountered __ <br /> �_ moderate groundwater seepage from three feet beloH, the footing <br /> I � <br /> — � <br /> � <br /> , <br /> k_. _, —_ � � . <br />