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HomeMy WebLinkAboutCorrespondence APPLICANT 4/29/2008 ) .' 380 Q Street, Suite 200 Springfield, Oregon 97477 (541) 302-9790 (541) 485-3253 Fax scott@olsonandmorris.com Olson & Morris A subsidiary of L.B. Olson & Associate, inc. Consulting Engineers & Surveyors Urban Planners . Memorandum To: Eric Walter, Civil Engineer Date Received:__~j/lJ ~, Planner: SH From: Scott Morris Date: 4/23/2008 Re: Aramark Sanitary. Outflow Analysis Eric, I have reviewed the Aramark plan to determine the average and peak outflow from the site to the sanitary system in 40th Street. The plan is to have a Jensen 800 OP washer, that uses 653 gallons per load. The loads take 30 minutes, so twice per hour there will be 653 gallons dumped into the surge tank. The surge tank is made up of (2) chambers that are 1500 gallons each, which then is pumped at a rate of 27 gallons per minute (gpm) to the shaker screen, then to the public system. So, the analysis was to determine if, the tanks were adequate size to accommodate these needs. Below is a spreadsheet showing the inflow and outflow from the tank at 30 minute increments. As you can see, at 27 gpm outflow, the tank drains prior to the next load, therefore there is not a problem. The other flow from the site is from the sinks, bathrooms, etc. from the building. It is hard to tell what the average flow would be. However, we estimate the peak flow will be a maximum of 4 gpm, which will be in addition to the 27 gpm from the washer. 653 gallons / 30 minutes 27 gpm Minutes Inflow Outflow Remainder 30 653 -810 -157 60 653 -810 -314 90 653 -810 -471 120 653 -810 -628 150 653 -810 -785 180 653 -810 -942 210 653 -810 -1099 240 653 -810 -1256 270 653 -810 -1413 300 653 . -810 -1570 330 653 -810 c1727 360 653 -810 -1884 390 653 -810 -2041 420 653 -810 -2198 1 ~ .. 'I Conclusion ;. 450 480 653 653 -2355 -2512 -810 -810 The average flow from the development to the public system should be in the neighborhood of 28 gpm, with the peak flow topping out at 31 gpm. If you have any questions about this analysis, don't hesitate to call. It Page 2