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V(.C[uu�u..��. ..� - ..u..�.. o.......� <br /> .(1. . <br /> • DRAINAGE PLAN SUBMISSION FORM_ I <br /> ' (see Oz��.inance 514-78I <br /> NkD': OF <br /> APPLICANT Mart,., r:..�,..... �.,,� ua,-duarP <br /> PLICANT ��90 BroadwaY - - — ' <br /> ��u�ss �F � Everett WA. <br /> � . . <br /> � ' J.C.McDonnell & Acsociates - <br /> ; S[J9MITiED BY • ' <br /> I PROFERTY LOCATION " �h " * �orner of the intersection of Califo'rnia'St. ' ' ' <br /> � and Lombard Street extendina 300 feet north alonQ <br /> , • ' the �asterlv frontage of Lombard. Lots 13 �d ; of 12 az,_e <br /> � � , excluded from this application • . , <br /> ' AREA OF SITE' 0.20�ac + O.Ki�•ac.= 0.�24 ac.. <br /> � ZONING OF SITE:. . <br />� � AFtFA OF CONTRIBUTING �.CATCHMENT: <br /> 0.10 acre (max.� <br /> pRF.-DEVELOPMENT CONDITIONS: , . <br /> ; Runo£! Coefficient o.75 . , <br /> Time oE Concentration , 11 min Min- � � . � <br />' j Rainfall Intensity <br /> 1.76 ' in/hr <br />; Allowable. release rate- �� CxIxA = 0.96 cfs. cfs <br /> POST-DENELOPMENT CONDITION: , <br /> I . Runoff Coefficient o 85 - ' <br /> Design Storm lo yr• � <br /> � - � c.fee <br /> DETENTION STORAGE REQUZRED: z6�. c.f. <br /> oxzr•icF: . � ' T�s'E �s'cc5. A.�E Co.eeFCT I <br /> DIAMETER N�A inches 2�J,3X C.VB�f' = • <br /> ��o � <br /> . HEZiD N�A f.eet ��i <br /> � <br /> OUTLc'L PIPE: . . ��/0�-87 <br /> DIAMETER N A _ inches �� • • <br /> � SLOPE NIA feet per hiindred feet ; <br /> , CAPACITY N�_ cubic feet par second � <br /> RISER: <br /> DIA24ETER N/A inches <br /> CAPACITY v�A cubic feet per second <br /> • / , <br /> . I <br /> �`_C �����C• , 9/ 25/$7 <br /> for`%Jim� Martin Martin Lumber <br /> SignaL- c of applicant • date � <br /> �7EPART7•IENT OF PUBLIC WORRS 71PPROVAL P1.PN NO. • <br /> c.fFet <br /> 0�1 SIT^c G5TENTIODI 32EQUIREt•lENTS: -�—�---' <br /> DPJlI1•1Gf: PL.11N I�PPR(1VrD BY: I1ATE: . <br />