Loading...
HomeMy WebLinkAboutNotes, Work PLANNER 8/2/2007 FYI From staff report: Project Name: Williams Bakery Fuel Station Project Proposal: Modifications to the approved site plan: Install fuel station for fueling bakery delivery trucks. Proposes 885 sq. It of new impervious surfaces. Case Number: DRC 2007-00052 Project Location: 2000 Nugget Way, Assessor's Map 18-03:03-11 TL 1100, 1200, 3600, 3800, 3900, 4000 and 18-03-03-12 TL 700 iff":;" C[TY.OF S1!R/NGf/ELDDEVELOPMEN,T REVII:WT~M. :12"';:;:" ~'>ifR:;--:.'t';~~r'''tr '~:~ <;:;~;. 'j;;:'~~~'~~,!,;;::i_:..,,:_-~:~ c.J~,:;~::':,': ::"1~~; ~ .,-,>~;-~~~ REVIEW OF I NAME Land Use Planning Linda Pauly Transportation Gary McKenney Utilities, Sanitary & 5torm Eric Walter Sewer Fire and Life Safety Building I POSITION I Planner II I Transportation Planning Engineer Public Works Civil Engineer I PHONE 726-4608 726-4585 736-1034 Deputy Fire Marshall I Community Services Manager Gilbert Gordon Dave Puent I 726-2293 I 726-3668 Aoolicant Tommy Moreno Williams Bakery 340 NE II'" Ave. Portland OR 97232 PrODertv. Owner United States Bakery 340 NE II'" Ave. Portland, OR 97232 Aoolicant's Reoresentative Warren Jacobsen PNE Corporation 1081 Columbia Boulevard Longview, W A 98632 Finding: Section 3.02 of the City's EDsPM states the Pubic Works Department will accept, as interim design standards for stormwater quality, water quality facilities designed pursuant to the policies and procedures of either the City of Portland (BEs), or the Clean Water Services (CWS). The Portlond stormwoter Management Manual Section 4.2, item 3. Drainage: states: "The paved area beneath the cover shall be hydraulically isolated thraugh grading, berms, or drains. This will prevent uncontaminated storm water from I1Inning onto the areo and corrying pollutants away. Drainage from the hydraulically isolated areo shall be directed to an approved City sanitary sewer or authorized pretreatment facility". Finding: The applicant's plans propose to direct stormwater from the fueling station into two catch basins which are routed to an oil-water separator and into an existing IO-inch stormwater pipe that discharges to the existing vegetated water quality swale. This drainage plan does not meet City standards. Finding: The City Engineer's authorized representative finds that the proposed modifications do not meet the criterion at sDC 3 1.060 (3). sDC 32.110 (2) has not been met. CONDITIONS OF APPROVAL: Condition I: As required by sDC 32.110 (2), the Final Site Plan shall provide a stormwater drainage plan for the fuel station which is designed in accordance with the Portland stormwater Management Manual Section 4.2, item 3. Drainage. The paved area beneath the cover shall be hydraulically isolated through grading. berms, or drains to prevent uncontaminat.ed storm water from running onto the area and carrying pollutants away. Drainage from the hydraulically isolated area shall be directed to an approved City sanitary sewer.