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Downstream Analysis <br />PACLAND-Bellevue previously conducted a downstream analysis for the Soundview <br />project on May 13, 2005 along with further reconnaissance January 2006. Downstream <br />analysis included visual, quantitative and qualitative review as required by the City of <br />Everett. <br />PACLAND-Bellevue performed an additional analysis and site walk of the downstream <br />conditions on October 8, 2016 to determine if significant changes have occurred since <br />the original downstream analysis. The Soundview project will release storm water to <br />three (3) separate sub -basins. The following downstream summaries include the <br />original descriptions from 2005 and 2006 with revised or additional information inserted <br />in bold for clarity. <br />Basin A: <br />10/9/15 Update: There have been no apparent changes to the downstream system <br />since the first analysis in 2005/2006. <br />The western portion of the site drains into Japanese Gulch. The natural drainage flows <br />down to the forest valley which continues to the bottom of Japanese Gulch, where it <br />intersects the Burlington Northern Railroad Spur. The average slope of this large forest <br />valley is approximately 10-20% with portions near the top greater than 40%. Existing <br />flows intersect the railroad bed and are conveyed underneath the railroad bed by a 24" <br />reinforced concrete pipe. (See below). <br />alit <br />Soundview <br />Preliminary Downstream Analysis <br />