1525 E MARINE VIEW DR 2016-01-01 MF Import

. � � �� 11. C�i ns�d t�e Du tlsuppress on ende stre�eeclean g mustoccur ats di trected by the Public Wortcs Inspector. � 12, The City's Drainape Ordinance was recently updated end chanfles are bsing mede to the City's Deaipn and Construction Standards for Develo�xnents to rofled the changes in the ordinance. The chanqes will be effect�ve February 1, 1997. This project will be required to meet the new standards if applicetion for public worka perts�its ia made on or after this date. 13. Qn-site detention ia required per Ciry standarda, unleas there are no naturel drainage systems beNveen the site and the Snohomish River that wouid be impacted by the increased rale and volume of stormwater and the downstream drainage system has the capacity to handle the additional runoff without causing erosion or flooding. Detention volumes should be calculated usi�g the site ve�etetive conditions that existed prior to the most recent clearing and grading activity on the site. 14. Treatment of stomiweter runoff from peved areas must occur, per Ciry stenderds, �rior to discharge of the stormwater from the site or to a stream or wetland. Stor�:�wvater treatment is cuRently required when 10,000 square feet of pavement is created by a project and three options for stom�weter treatment are presented in the curcent City standards. The least preferred option is allowed only if the first oponst�for stormwater treatme t are� n ordertof p eferencWeo�s Department. The 1. an infiltration basin designed and constructed according to City standards, if suitable soils exist on iiie site �. -a�vetpond designed and construeted to City standards 3. a baffle-type oilNvater separator followed by a vegetated swale, both designed and constructed according to City standards Given the presence of consolidated fill on this site, an infiltration basin will not be feasible. Therefore, a wet�ond will be reauired to treat runoff from the newlY Qaved areas. 15. Locations of any drainage facilities near steep slopes may require geotechnical analysis and design that documents and ensures their safety. �s� 39.080 of the Zon g Co e a ef Ij wsisposal areas rnust be provided per Section a. Garbage receptacles, dum�sters, and recycle bins shall be provided in a!I multiple family, commercial, industrial, and mstitutional developments and setbacktarea fortcomeelotsu�rWheroe anealleytab seaeo�t�the garbage receptacles, dumpster, or recycle bin shall be located adjacent to the alley.