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EYISTM Los <br />HEETINO HOUSE <br />OUTFALL PIPE <br />15' E 4/E.13 <br />Everett LDS Parking Lot Expansion <br />Storm Drainage Report <br />Figure 4A—Off-Site Conveyance Exhibit <br />Ok CUP <br />HAfi E ME <br />'µ r. ` <br />_ V RIM 46 . 1 f <br />u. 15' IC 454.70 (OUT IK' <br />15' E A5556-((el 5) <br />E u— I-,,' E 4S? (el NE) <br />I. _ J=15 1^5 <br />I ` �7R4 y MN I Mk <br />N 12- CW-=&.-TDB <br />--- J <br />IS' DEGCIFT_ <br />UPSTREAM BYPASS <br />12' DU. calm. <br />(OUT IIW) <br />IIOTEo <br />i, OnryO/W ONTO SITE. THIS BY NS PAT NE ASSSSU <br />AT MAX. HEAD <br />311I E)NO, O ERAT CO RFLOW "I INS ARFA WAS TAEII <br />ENCOUNTERED MOM 1FSIREAU I&MICAT10N. <br />2 IrIO1UNAIA9YSTEE&WE4TOM. CITY CCN05. ANDAEER. <br />P: MMO6113 Evnmtt LOS Pekin, LOIJT .IlStoim Repoils%06113 DnineOe Repoil Revised 01.10.08.doc <br />ExsT rc2: <br />SHALLOW RAW <br />L-200' 6 2.0% <br />M <br />DEVELO SHALLOW <br />Tc3: EUOPED FLOW <br />L-260' ® 21% <br />i <br />ONSITF DEVEI NPM <br />A-0.64 AC _ — <br />DEVELOPED:(ONSITE <br />DEVELOPED -UPSTREAM BASIN B) <br />A=t.d1 AC <br />0100=0.78 CFS (UNUETAINED; <br />DEVELOPED Tc2: <br />SHEET FLOW <br />I L-60' a 6.0% <br />STREAM Tct: <br />SHEET FLOW <br />L-200' 6 2.0% <br />Page 14 of 36 <br />