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905 80TH ST SW MTORRES AMERICA 2018-09-18
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905 80TH ST SW MTORRES AMERICA 2018-09-18
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Last modified
9/18/2018 8:45:35 AM
Creation date
3/30/2018 2:31:54 PM
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Address Document
Street Name
80TH ST SW
Street Number
905
Tenant Name
MTORRES AMERICA
Notes
GEOTECHNICAL REPORT INCLUDED
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4229 <br /> St.NE.Suite 204 <br /> Marys 6 e WA 98270 <br /> Phone(860}657-4709 BergEngineering <br /> FAX (360)657-4779 <br /> ebergw zvr rizon.net <br /> March 12, 2007 <br /> Jane Zimmerman <br /> City of Everett <br /> 3200 Cedar Street <br /> Everett, WA 98201 <br /> Re: Drainage Report — Hardeson Rd Business Pk— Phase 1 — SEPA 06-067 <br /> Site Address — 75th St. SW @ Hardeson Rd. <br /> For Hardeson Road, LLC — BE05018 <br /> The 16.33-acre property is located in the southwest quadrant of the 75th St, SW/ <br /> Hardeson Road intersection in the City of Everett. <br /> The property contains no significant impervious areas, and is covered with brush <br /> and second growth trees. A drainage course (-6% gradient) conveys runoff from <br /> 80th St SW and properties south and bisects the property collecting in a Category <br /> II wetland located along the NE boundary of the property. Drainage then flows <br /> into the City storm system (48") within Hardeson Rd. This City system flows <br /> northerly emptying into Merrill and Ring Creek, which in turn discharges into <br /> Possession Sound. <br /> Site soils are classified as: <br /> 5,6 —Alderwood — Urban land complex — (Type C Soil) <br /> This submittal is Phase 1 of an ultimate business park development proposed for <br /> the property. The scope of Phase 1 is to provide an alternate path for the subject <br /> drainage course bisecting the property from south to north. This will be <br /> accomplished by installing an 18" storm drain system near the east properly line <br /> and will intercept drainage entering the property from the south (80th St SW and <br /> offsite properties contributing). <br /> This system will divert some runoff (-1 cfs) from the estimated offsite flow (12.11 <br /> cfs) to a new grass channel that will be located near the previously mentioned <br /> wetland. The remainder of this offsite flow will discharge into the natural <br /> drainage course into the subject wetland by `bubbling up" and spreading out over <br /> 4"-6" quarry spalls placed around CB2 performing an energy dissipater function. <br /> A 2-cell wet pond is also provided to handle the ultimate stormwater <br /> requirements for the site. <br />
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