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w <br /> An additional design event was considered for the 25-year and 100-year onsite event during Mean <br /> Higher High Water. The Rational method was used to size all onsite conveyance per City <br /> standards. <br /> Below is the model setup for all nodes and catch basins. <br /> SDCB86 SDCB85 SDC1384 SDCB83 SDCB#1 CONNECTION TO EX <br /> • SD9 7 • S08 >_• SD7 > 0 • SD1 _.1 <br /> B83 RDCB82 T <br /> RDC <br /> 3 SDCB82 S <br /> • S 10 • • <br /> Tr nch Drain CB81 <br /> Rill 0 Tr nch Drain CB82 i 6R A °r3 <br /> S 12 • <br /> RDCO#11 RO#10 • RDCOR9 RDCO88 CO 87 RDC086 R C084 <br /> • R1111 > • < RD12 • • RD8 > II < RD7 • • <br /> — RDC083 <br /> • <br /> R 2 <br /> S CB87 RDC0814 <br /> •_ <RD15 • R C082 <br /> • <br /> 4C0U1 <br /> R 1 <br /> S 13 <br /> • <br /> S CB#B <br /> • RDC0816 ROC 0817 RDC0818 <br /> RDC0815 <br /> S 14 • <br /> • • • <br /> DC689 RIJ 19 <br /> S8CB813 <br /> 7 R 8• 6 <br /> • <br /> 15 CB8105B811 SCB812 S .(- <br /> —^lalp _ SDCB81 AI <br /> • r ,\ , <br /> .2v <br /> ® 2215 North 30th Street Glacier Peak <br /> IS 4a Suite 300 APP. <br /> ® Nib Tacoma,WA 98403 <br /> C3253.383.2422 TEL B-3 <br /> H B L 253.383.2572 FAX 25-year and 100-year Onsite Conveyance Analysis <br />