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Last modified
5/28/2014 12:25:49 PM
Creation date
7/3/2013 11:33:46 AM
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Planning Files
Planning Files - Planning File #
3775
Planning Files - Type
Conditional Use Permit
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Rate Control <br />The StormTech system will provide sufficient volume to provide live storage for <br />runoff generated on site, and will limit the rate of discharge to less than existing <br />conditions for the Type II 24-hour, 2-year and 100-year rainfall events. An outlet <br />structure will be used to control the discharge rate, which will reduce runoff rates <br />for both of the design storms through the use of a 15" orifice and 15" outlet pipe. <br />The results of the runoff rate comparison are listed in the following tabie, and <br />further details can be found in the attached HydroCAD calculations. <br />Maximum Runoff Rate <br />Qmax Icfs) <br />Storm Event Existing Propos <br />2-Year 14.33 0.09 <br />100-Year 30.61 5.17 <br />II. Water Quality & Infiltration <br />One of the benefits of the StormTech system is its dual ability to act as an underground <br />storage and infiltration system. Per prior experience in Rice Creek Wateershed District, it <br />was determined that if the system could provide sufficient dead volume capable of <br />retaining and infiltrating the 2.5" rainfall event, the system would meet both the infiltration <br />and water quality requirements set by the district. The volume of runoff from the 2.5" <br />event over the drainage area for the StormTech system is 0.75 acre-feet, or 32,670 cubic <br />feet. Through use of the volume of the voids in the angular stone and part of the volume <br />of the chambers, a total volume of 33,490 cubic feet is provided below the outlet pipe, <br />meeting the storage requirement. <br />Per prior experience in Roseville, the soils typically have, in general, low permeabilities, <br />and would not be considered ideal for infiltration. Previously we have estimated the <br />infiltration rate of these soils to be between .0006 and .003 feet per day, recommending <br />use of a value near the lower end of this spectrum. This value is well below the lowest <br />infiltration rate specified by the district to be used for Type D soils, and as a result, a layer <br />of coarse aggregate base with draintile is to be installed beneath the crushed angular <br />stone of the StormTech system in order to ensure that the system drains. If we <br />conservatively assume that this coarse aggregate has an infiltration rate of 0.25 in/hr, the <br />full volume of 32,670 cf of runoff spread out over the 24,000 square foot footprint of the <br />system will drain in approximately 65 hours. During this time, settlement of suspended <br />particles in the water will occur, and the system wilf in essence act as though it were an <br />above ground pond. <br />Additional water quality measures will be used at the entrance points to the system, and <br />include the use of sump catch basins and isolator rows. The isolator row is simply a row <br />of the standard StormTech chambers wrapped in a geotextile, with access manholes on <br />either end. This feature removes much of the TSS prior to the water entering the main <br />chambers, and simplifies maintenance, as all of the sediment is in one easy to access <br />location. Further detail on these features can be found on the StormTech details sheet, <br />and in the StormTech design manual. <br />
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