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, OTTD ROSENAU & /\SSOCIATGS, INC. G747 h1. L KL''!C- V�:>U' SOUIII, 5!Aillf. Y:�A 98!13 775�A6n0 <br /> INSPIi(:7'l0(v Ol' P11.G UItI.VING <br /> PRQIECT: Dunl.ip 'fowing Piaritime • PERMIT NUF:ii:ER 'LG623 <br /> ADDRESS: 2830 Terminal Avenue, Por[ oE Everet[ JOl3NUM6ER: 91-153 <br /> INSPcCfOR <br /> AND DATE INSP[GTOR'S REMARKS <br /> ll. Newman Iditnessed pre-drilling oE (19) holes in proposed pilc locaCl.ons in the lug <br /> G-5-91 deck area. All holes encountr_red durable concrete at 4 [0 5' . (3) holes <br /> were predrilled for the debarker area. Al.l �aere advnnced p�s[ hardpan or <br /> aspl�alt layers. <br /> D. Newman It was determined that when [he City of Everett turne3 on its outfall <br /> 6-6-9L pump, (4) borings drilled in [he log deck staging arca encounCered a IO" <br /> 0 line, approximately 114' South and parallel to the marks ind'icating a <br /> line. Nine holes were predrilled in proposed piling ].oca[ions in the <br /> outleed laading area and all encountered durable concreCe aC 2} to 4' . <br /> 13 holes were predrilled in the debarker area and all were cleared with <br /> no major obstructions to 7} ' , All predrilled holes and depths are shown <br /> on site plan. The contractor suspended work at 11 :00 until further notice. <br /> D. Newmmi lditnessed and verified predrilltng of 28 16" Q - 8' deep holes in thc <br /> 6-28-91 deUarker ring and angle brace areas. Pile driving inspec[ion will be <br /> called for. <br /> , <br />