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Runoff analyses tor ttie 2, �10, and 100 year - 24-hour duration storms were <br /> E;erformed with Waterworks :>oi'tware, and the results are included in this report. <br /> Based on these calculations, a detention wet vault providing 15,360 c.f, of live <br /> storage and 14,400 c.f. of dead storage (greater than the 6,344 c.f. required) will <br /> provide the necessary capacity to handle up to the 100-year storm and meet <br /> water quality requirements. <br /> Please contact me at 360-657-4709 if you have any questions. <br /> Sincerely, <br /> ������� <br /> Ernest L. Berg, P.E. <br /> Berg Engineering <br /> Attachments <br /> �.��5 or ""`",,��,,pC <br /> � <br /> e fG�L. <br /> � �� <br /> l5768 �py� <br /> �Gj.. qFClSfi� .y�{' <br /> e�'ional � <br /> Expires 1/27/2008 <br /> �LZ <br /> Jane_Zinmiccman_Kjorkvik Paine_Ficld Cottages_Drainage Repoh rev 051806.doc <br />