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� <br /> t�1 t�7 y <br /> Qy � tx-� <br /> t" i-3 f/� ', <br /> H � � <br /> fC C� <br /> H �1 <br /> "il H hd <br /> N H <br /> � O� <br /> OHh , <br /> �, � g other paved areas) and streets. The stormwater from streets and , <br /> �� � driveways o-iill be collected in a network of catch basins and <br /> z H � underground pipework and co�nbined with stormwater from roofs and <br /> � y � oth?r impermeable sur�a�es, treated with .;il and grease <br /> H y separation and conducted to the individual stormwater detention , <br /> g �' H facilities as outlined in the Preliminary Storm Draina9e Plan. <br /> C� t7 V� <br /> � t� � As indicated in the Drainage Plan, stormwater runoff collected <br /> z y �, within the northern portion of the multi-family development �aill <br /> y o �' be conducted to the existing receiving facilities in 16th Avenue <br /> S.E. for ultimate tra iission northerly to the proposed City <br /> of Everett regional •.: :� quality facility. A portion of the <br /> runoff will be combin�d with stormwater from the adjacent <br /> Interstate 5 corridor and conducted to a Z�0 foot grass-lined <br /> biofiltration/recharge swale. Water not subject to infiltration <br /> will be coll;cted for ultimate discharge into existin9 storm- <br /> water facilities, including an oil/water separation vault, in <br /> 16th Avenue S.E. A small se9ment of the aite's runoff will be <br /> conducted directly to the exisiing stormwater facilities in 16th <br /> Avenue S.E. These latter flows will be conducted to Silver <br /> Lake. <br /> 2) Could waste materials enter ground or surface waters? If so, <br /> �`„��, generall;; describe. <br /> I <br /> "`"��� Typical components of stormwater from roads a�d parking areas <br /> � are petrochemicals and the products of internal comb�stion <br /> engines. Stormwater runoff from the instant proposal 's <br /> ! 1�'�` ' impervious surfaces will be collect�.d and treated with <br /> oil/grease separation prior to outfall into the proposed wet <br /> � ponds and/or grass-lined s�aales. Biofiltration in the 9rass- <br /> lined sw.le and the downstream oil\water separator in the l6th <br /> i �`�"� Avenue S.E. right-of-way are effective means of treating and <br /> � �� reducing particulate loads and associated pollutar,ts in such <br /> drainage waters and providing final polishing prior to discharge <br /> ' into sensitive water bodies such as Silver Lake. <br /> I ��o d. Proposed measures to reduce or control surface, ground, and <br /> ' ' runoff water impacts, if any: <br /> During construction, temporary measures will be employed to <br /> , ���� s control runoff and water quality, including use of silt fences, <br /> straw bales across draina9eways, placement of rip-rap and <br /> construction of temporary siltation/holding ponds. <br /> `..1�,� � Oil/9rease separation and biofiltration in the grass-lined swale <br /> in the completed project and in the proposed city wet pond will <br /> control impacts of runoff from impervious surfaces, including <br /> those subject to vehicle use. <br /> In keeping with the results of the Phase 1 water quality study <br /> , performed for the City of Everet* by the University of <br /> 10 <br />