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11. As-buills o( slorm sewer, sani�ary sewer, and vdatcr systems will he rr.quired to be submitted <br />per City Design and Construction Standards and Spec,ifications for Dew>lopmant. <br />12. Any broken or damaged sidewalk shall be repairedlreplaced per the Ciry Public Works <br />Inspector. <br />13 If Ihe fill is inlended lo support siruclures at a later dale, the fill shali be placed in accordance <br />�vith Chapler 70 of lhe Uni(orm Building Code. Should the applicant not wish to conslruct a <br />fill imended to support s slructure at a later date, the applicant will be required to sub���it a <br />tetter to the Ciry so stating. The letter will be recorded against thc property. <br />14. Walkways must be provided from the building enlrance to ihe public sidewalk. <br />15. The traf(ic mitigalion fae o( 517,100.00 is required prior to lhe issuance oi the first permit. <br />16 A master water maler will service the project wilh a new fire hydrant at the entrance drivewav <br />1� Storm waler treatment is rFquired when ,5,000 square (eet or more of hydraulically-connectcd <br />pavement is created and/or redeveloped by a project. Treatment of storm water runoH from <br />hydrauhcallyconnected pavement must occur, per City standards, prior to discharge of the <br />sto�m water irom the site, or to a stream, wetland, or underground infiltration system <br />1 F�. If suitable soils exist on Ihe sitc:, surface sform water infiltralion syslems (e.g., pervious <br />pavers or surface ponding areas andlor swales) may be used lo hydraulically disconnecl <br />psvemenl. From a storm water treatment standpoinl, for a pavement area to be considered <br />hydraulically disconnected storm water runoff from a least the 6•month, 24-hour s�orm musl <br />be (ully retained and/or in(ilirated. <br />1�� The options for treatmenl of runoff from hydrau'icallyconnected pavement are <br />a) an infiltration basin, if suitable soils exist on lhe site <br />b) a wetpond <br />c) a constructed welland <br />d) a Slormwater 360 SlormFilter, with pretrealmen! <br />e) an altemative ston,� water technology deemed, by the City of Everett, W be techn�cally <br />equivalent to the above opfions <br />2Q Tlie required slormwater treatment volume for wetponds is the volume of developed runo(( <br />from the 6-monih, 24-hour storm. City standards for welponds allow a mazimum o( 85'i, o( <br />this volume to be provided as underground dead storage in a welvault or tank. A minimum of <br />15°0 of the slorrnwater lreatment volume, however, must be provided in an opemlo-the-air <br />vegetat�d treatment cell. Please see ihe Ciry's Stormwater Management ��4anual, Chapte� <br />3-3 for morc information regarding wetpond requirements. <br />� t Stormwater delention is required when 5,000 square feet or more of hydraulically-connected <br />impervious area is created hy a pro;ect <br />