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GHAV <br /> ��� �� GIVIL Et�GINEERIWG.IAND PLTN�lING SURVEYING.H:VIHOtlt1E�+��L 9Eti::':]S <br /> . � V <br /> n - u <br /> i Z April 2I, 200G <br /> s Py <br /> COURIER DELIVERY <br /> (T�NG ENG\Nf'6 <br /> c�cy or e����« <br /> Building Department �� <br /> Atm: Gordon Witcher �� <br /> 3200 Cedar Strect �p�i'z <br /> Everett, WA 98201 C',�� 1 Z0� O <br /> 6 <br /> RE: Rcsponscs to 13uilding Pcrmi[Application Plan Check Commcn h}SS�3�k)9�� <br /> Costco Wholesale Remil Fueling Faciliry �;��`)•�, <br /> 10200- 19th Avenue S.E.,Everett,Washington <br /> Costco Location No. 1 l4/Our 1ob No. 622G <br /> With this Ictter and the enclosed information, Barghausen Consulting Engincers, Inc., is responding to the <br /> plan check comments issued by lane Zimmennan for the project re(erenced above. Enclosed arc the <br /> following items for further review and approvaL• <br /> 1. One (I) set of redlined civil, landscape, and wedand mitigation plans provided by Jane <br /> Zimmerman <br /> 2. Two(2)sets of rcviscd plans datcd April 20, 2006 ' <br /> 3. Onc (I)rcdlincd Private Grindcr Pump Spccifications <br /> d. One(I) reviscd Private Grinder Pump Specifications and Details dated February 2,2006 <br /> The following outline references the sheet nwnbers containing ]ane Zimmerman's comments, along with <br /> a narrative response describing how each commcnt was addressed: <br /> Rer!lined Sheet C3.3 <br /> Response: Pump activation elevations are conec� and match infonn�tion in revised Grinder <br /> Pur�p Spccification as discusscd with our officc. <br /> Rerllrned Sl�ee� C3.-1 <br /> Response: (I) Ovcrllow spillw:iy details revised to eliminate die washed gravel below clevation <br /> SG0.5; (2) Additional Special Notes added to assure that adequate measures arc in place for water <br /> quality protection during construction; (3) Temporary discharge pipc pro��ided for keeping <br /> wetland ponding Ievcl below grading limits as discussed; (d) Revised cross-section and silt fence <br /> location to bcucr rcprescnt thc limits of gradin�. <br /> Herllined Sheer C3.5 <br /> Respo��se: Pump acti�-ation elevations are correct and match information in revised Grinder <br /> Pump Spccification as discusscd with our o(fice. <br /> � <br /> 18215 72ND AVENUE SOUTH KENT,1"JA 98032 (425)257-G222 (d25�251-8782 FA,( 'U <br /> BRANCH OFFICES ♦ OLVMPIA.WA ♦ TEMECULA,CA ♦ WAW�T CREEK.CA <br /> www.barghause�.com <br />