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� r <br /> Stormwater Pollution Prevention Plan <br /> 2.0 Site Description <br /> 2.1 Existing Conditions <br /> The proposed site is located just east of the Everett Memorial Stadium in Everett between I-5 and <br /> the Snohomish River. The entire site is approximately 59 acres of old landfill which will <br /> eventually be developed, however,the proposed construction site is 3.11 acres in the northeast <br /> corner of the site. The site has moderate slopes from east to west and then steep slopes at the <br /> eastern edge just above the river. The site is located on an old landfill which has been pre-settled <br /> in preparation for development. Runoff from the site sheet flows to the east via channels and <br /> eventually into the Snohomish River. The site is currently undeveloped. <br /> 2.2 Proposed Construction Activities <br /> Proposed construction activities include installation of TESC BMPs,stockpiling materials over <br /> approximately 3.11 acres of the site, and seeding the stockpile to prevent future erosion. <br /> No stormwater calculations have been performed for this project because it does not create any <br /> new impervious surface, it is simply a grading activity. <br /> The stockpile of material will interrupt sheetflow from areas upslope of the stockpile. The <br /> sheetflow will be collected into collection ditches that will be seeded to slow water flow and <br /> routed around the stockpile. To the south of the stockpile there is minimal flow that will be <br /> collected thus dispersal should not be necessary. To the north the collected water is to be directed <br /> into an existing ditch. <br /> The following summarizes details regarding site areas: <br /> • Total site area: 3.11 acres <br /> • Percent impervious area before construction: 0 % <br /> • Percent impervious area after construction: 0 % <br /> • Disturbed area during construction: 3.11 acres <br /> • Disturbed area that is characterized as impervious (i.e., <br /> access roads, staging,parking): 3.11 acres <br /> • 2-year stormwater runoff peak flow prior to construction <br /> (existing): 0.20 cfs <br /> 3 <br />