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( 3.0 OFF-SITE ANALYSIS <br /> 1 <br /> Based on ropodraphic feawres surrounding the si1c, d�ere is no upstream basin conlributing runoff <br /> to the proposed Building H development. Hardeson Road exists along the westem (rontage ot the <br /> site, which has its own pipe conveyance and collection system. The existing dr,velopment to the <br /> south drains away (rom the site as well. The ultimate discharge point of runoff from this :ite is <br /> into the wet detention pond located on the southeast corner of Hardeson Road and <br /> Merrill Creek Parkway. This pond discharges to the north undemeath Merrill Creek Parkway, <br /> and ahnost immediately runoff enters Merrill and Ring Creek which flows in a northcrly direction <br /> and within a mile or two enters Puget Sound. The City of Everett is well aware of the <br /> downstream drainage course nraining from the subject property. <br /> � <br /> ioa�o.00z.aoc pv�n�y] � <br />