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' Intermec/Kenilworth Hills Stormwater Analysis Everett, WA <br /> 1 Step 4: Generate a runoff hydrograph for the Intermec Pond 2 basin. <br /> IHydrograph #5: Basin 3 Runoff <br /> INT-L'N-25EF <br /> I <br /> Li. emmuum±;10....":.=, <br /> 42 <br /> C <br /> 1 <br /> 1 <br /> 1 <br /> 0 <br /> t~ ~ r-- ~ r- CO. r- ~ ~ ~ R P. rL ry r- CO. r- rt ry rL P <br /> CO CO(O r CO. r ( r- CO r CC? 1- P. a- CO. I- C CO. I- fL I-- (D <br /> o N CO co c v vi yr CD Ca r� r-- co x (ri co o 0 <br /> Time in Hours <br /> I <br /> Rt.moff from 86,sir,3 <br /> Step 5: Add the shifted Lot 2 discharge hydrograph, the Intermec Pond 1 discharge and <br /> I the Intermec Pond 2 basin hydrograph to generate the inflow hydrograph for Intermec <br /> Pond 2. <br /> IHydrograph #6: Intermec Pond 2 Inflow <br /> • <br /> 1 L,I �Pond 2 Inflo••ri; <br /> 3 <br /> I <br /> s2 <br /> S <br /> 1 u_ <br /> 1 <br /> I— O O I•- r•- F- CO CO O O O N- Iti CO CO CO O O I-, r- N. CO CO O O O N. h- CO CO CO O <br /> I r V} 0 (0 r CC co. P. 47 O Cfi ,- (L! Co) Co co. O CO r (C! r cc! C'7 P. CO O P. r CO. C7 CO CO <br /> O C) R CG c- N- A Co N 4? 0, (N (D 14- C) M1 o 1 r- — 1 CD CV Lfi Cfi N (D 0) C•) (C' O <br /> N N N C'7 C'7 C-i cr �? Ul 47 (0 (D CD N- Iti r� OD Co cb OY O O O O <br /> r � r <br /> Time in Hours <br /> Sum of»yx#ographs 2, 4 8 5 <br /> I <br /> I <br /> I <br /> PACLAND Job# 501 75001 Page 1 5 <br />