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222 W MARINE VIEW DR 2016-01-01 MF Import
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222 W MARINE VIEW DR 2016-01-01 MF Import
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Last modified
4/27/2017 4:08:07 PM
Creation date
2/27/2017 6:31:27 AM
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Address Document
Street Name
W MARINE VIEW DR
Street Number
222
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r�' 7 <br />h�tli" � i ( �:�: <br />December 28, 1994 <br />File No. 24-92-009-007-01 <br />Paul McKey <br />City of Everett Public Works Depazhnent <br />3200 Cedar Street <br />Everett, WA 98201 <br />Subject: Sterling Asphalt Batch Plant <br />Dear Paul, <br />Enginttn <br />planntn <br />Surntyort <br />Reid Middleton <br />1903133rd Are. W. <br />Suite 301 <br />P.O. Box 6638 <br />t�„�,w�a, w� <br />98036-0638 <br />rna�� xoc ns-�� <br />r�,x �os ns�39 <br />The revised drawings for the storm system at the Sterling Asphalt Batch Plant facility aze <br />enclosed. As discussed eazlier, these drawings reflect a change from the concrete wet vault to a <br />more cost-effective corrugated metal pipe vault to obtain storm water quality treatment in <br />accordance with the intent of the city ordinances. <br />The design vazies somewhat from the calculadons presented earlier to you and Jane Zinunennan. <br />The vault has been converted to a single lon;; tube rather than two pazallel tubes. The original <br />configuration caused structural loading probl,:m: on the wet pond retaining wall. Revision <br />commenu to the original calculations aze attarhed showing the effects to the original <br />calculations. <br />The design includes sealing the bottom of the vault to ersure that 3 feet minimum dead storage <br />is always maintained in the vault Although we do not znticipate any significant leakage from <br />the standazd installation, the manufacturer's available documentation on maximum leakage rates <br />would not guarantee 3 feet of dead storage at all dmes of the yeaz. Catalog information on the <br />proposed sealants is included for your informadon. <br />Our project geotechnical engineer has looked at the possibiliry of fines migraang from the <br />surrounding soil if the vault ever does leak. A copy of their letter is enclosed, wh�ch basically <br />concludes the gradation of the exisring soils at this particulaz site aze low enough that fines <br />migration is not a concem. <br />We hope this information meeu your requiremenu, and you can approve the proposed changes. <br />ff you have any additional questions, don't hesitate to call me. <br />Sincerely, <br />REID MIDDLETON, INC. <br />�� ��� <br />Robert O. Galteland, P.E. <br />Project Engineer <br />vlf�wt�sterling�rnckeyltr.rog <br />Enclosures <br />cc: Sterling Asphalt <br />Baugh Industrial Construction <br />o r���od� p <br />�pN O 11995 <br />. w . ................. ............................ <br />........ <br />C�, �p�rtEt CouMer <br />
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