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� Size and Cost Estimate <br /> l <br /> iVortechs0 Sizing: <br /> The Vortechs� unit for this site was sized based on the Department of Ecology's approval with an operating <br /> I rate of no more than 35 gpm/ftZ of swirl chamber. Using the water quality flow rate that was calculated above, <br /> the minimum swirl chamber needed is 1.92 ftZ. The smallest Vortechs0 unit, the Modei 1000 has a swirl <br /> chamber area of 7.0 ftZ, therefore it is the correct unit for this site. <br /> I The estimated price for the Vortechs� Model 100Q is $13.300. This price includes the Vortechs System, the <br /> system manhole frames and covers and delivery to the site. The price doas not inclucle instailation, additional <br /> bypass structures, nor risers, if necessary, to bring the rims to finished grade. The price may be higher if the <br /> I system has deep cover (typically deep means more that 5'-0" of fill). The price may also be higher if the ground <br /> water table in the area of the System is within a couple feet of finished grade and we need to put an anti- <br /> flotation collar on the System to combat buoyancy. We can check these issues once the S,ystem is oriented on <br /> J the plans and we have the final rim and invert elevations as well as the ground water elevation. <br /> I One item to keep in mind as you place the systems on your site plan is that the unit requires an inlet that is <br /> � tangential to the grit chamber - meaning that the inlet pipe must enter the Vortechs System at a corner and <br /> perpenc'icular to the side of the system. The outlet pipe can exit at an angle if necessary, but we prefer that this <br /> angle be less than 30 degrees off the perpendicular in order to minimize the size of the needed knockout. I <br /> Iwould very much appreciate a copy of the final site plan when available. <br /> I Basin B: <br /> StormFilte:0 Sizing: <br /> The StormFilter is a flow-based system, ane+ therefore, is sized by calculating the peak water quality flow rate <br /> I associated with the design storm. However, when the StormFilter is piaced downstream of detention the flow rate <br /> generated at the water quality storm is not always representative of the total volume of water that will go through the <br /> system or type of pollutant-loading the system may experience in one year. <br /> f For Basin B, CONTECH Stormwater Solutions Inc. recemmends using a 48" Manhole StormFilter with 2caRridges <br /> (sez attached detail). The estimated cost of this system is 14 300, compiete and delivered to the job site. This <br /> � estimate assumes that the vault is 5 feet deep. The final system cost will depend on the actual depth of the unit and <br /> whether extras are specified. The contractor is responsible for setting the StormFilter and all external plumbing. <br /> � The 48" Manhole StormFilter has an internal bypass capacity of 1.0 cfs. If the peak discharge off the site is expected <br /> to exceed this rate, �e recommend placing a high-flow bypess upstream of the StormFilter system. CONTECH <br /> Stormwater Solutions could provide our high-flow bypass, the StormGate, which provides a combination weir-orifice <br /> control structure to limit the flow to the StormFilter. The estimated cost of this structure is $4,000. The final cost <br /> � would depend on the actual depth and size of the unit. <br /> I <br /> I <br /> � <br /> I <br /> I C�2006 CONTECH Stormwater Solutions 12021•B NE Airport Way,Portland OR 9i220 Page 2 of 2 <br /> contechslor^�wa�er.com Toll-free:800.548.4667 Fax:800.561.1271 TS•P027 <br />