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4.0 STCR�I�YATER OUALITY CONTROL <br />Treatment of stormwater will be provided for runoff up to the 2-year storm event. AIU�ough <br />deten6on is not required, a restrictor manhole has been designed to limit the rate of flow through <br />the downstream oil/water separator and biofiltration swale. This will enhance treatmei t of <br />— stormwater during mild rainfall inlensities. Excessive runoff would bypass ihe oil/water separator <br />2nd the bioswale through an overflow pipe W the ul6mate discharge point located near the <br />northwest property cornec Within ihe appendix of the re!�ort are design comput�tions for the <br />— oil/water separator vault as well as ihe biofiltra6on s�vale. <br />5.0 POINT OF DISCNARGE/DOWNSTREAM ANALYSIS <br />The runoff from the proposed development will discharge at the site's nah:ral discharge locadon. <br />7 he proposed development will not alter the existing drainage course or divert stormwater runoff <br />— onto or away from the downstream drainage system. Discharge runoff from the sitc will be <br />directed to the public storm drainage conveyance system located within Ihe public right-of-way of <br />Evergreen Way. Since this project will in effect reduce the runoff from ihis site, a P�rlher ;.nalysis <br />— of the downstream dninage course is not necessary. <br />Burglmuscn Consulting [nginccrs, Inc. Pdge 2 of 2 5184.tb2 �1SG/p.;/sdc� <br />