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Firefox <br />about:blank <br />Describe drainage flow paths (direction, location): <br />Runoff from the rear yard of 2318 Baker Ave drains to the alley flowing south to <br />24th ST to StNH 103.62 of combined sewer and drainage system, <br />Are there Critical Areas? What are they and where are they located relative to your project? <br />(Check with the Planning Division at planning(a)everettwa.v if you are unsure if the property is in <br />close proximity to a Critical Area.): <br />s <br />No Critical Areas on -site or near. <br />Task 2: Describe proposed project <br />'Describe your proposed project: <br />This site will construct a detached garage 20' x 24' 480 sf adjacent to the alley way, <br />How will your project change the existing condition?: <br />The site will increase the impervious surface area by 480 sf, <br />rr, <br />g Y <br />Describe roofs, patios, driveways, or structures added: <br />The garage will have 160 sf of asphalt driveway o the building. The roof area will be <br />600 sf of non pollution generating roof surface. <br />How will stormwater be managed in the final condition?: <br />�l <br />y. Downspouts will disperse runoff to the natural ground. <br />Describe how the project will affect existing drainage systems onsite or on adjacent properties <br />or both: <br />The runoff rate is 0.02 cfs over the pre -developed condition. Note less than 0.15 cfs <br />increase in the 100 yr storm event. <br />city of Jvewtl Pubfic Works <br />Small Pfqecl Sterrnwater Site Plan Report for Projects in 7 <br />the Combined Sewer Area -April 2021 <br />of 0 <br />6/8/2021, 10:18 AM <br />