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INTRODUC 1'IGN: <br />The p�:� Nose of these calculations is to show that the proposed stormwater conveyance <br />system is adequate to convey the 25 year storm per the City of Everett standards. <br />NARRATIVE: <br />PROJECT DESCRIPTION: <br />The project is the redevelopment of an existing commercial development that has been <br />demolished leaving an asphalt parking lot and building foundations. This project <br />proposes to construct a 2,500 +/- sf structure along with associated parking and <br />required landscaping. <br />The site is located at the North East c�xner of 25�h Street and Broadway in Everett <br />Washington and lies in the SW'/ of Section 20, T 29 N., R 5 E., W.M., <br />GEOTECHNICAL INFORMATION: <br />As can be seen on the soil map attached we are in an "Alderwood-urban lar:d complex, <br />2-8 percent slopes. <br />PRE-DEVELOPMENT BASIN INFORMATION: <br />The pre-developed site consists of a paved parking area and concrete slabs with <br />minimal landscaping. <br />POST-DEVELOPMENT BASIN INFORMATION: <br />The post developed site proposes a 2,500 sf +/- structure with parking and <br />landscaping. We propose to eliminate a driveway on Broadway and install a new <br />driveway on 25°' street along with access to ihe existing alley. The site currently flows <br />into ihe CSO system at the Northwest corner of the site and we propose to utilize the <br />same connection. <br />Methodology: <br />We are using the Rarional Method and the 25 year storm to calculate the peak �ow from <br />the site. <br />fihip/ilaConsidlu{qL•'nginceia' Pagc2o��G .ilonev7rcc-[ircre11116 <br />