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IIntermec/Kenilworth Hills Stormwater Analysis Everett, WA <br /> 111 Record Id: MORIFICE2 <br /> I Descrip: Prototype Structure Increment 0.10 ft <br /> Start El. 100.0000 ft Max El. 109.0000 ft <br /> Orif Coeff 0.62 Lowest Orif El. 0.00 <br /> ILowest Diam 2.6700 in Dist to next 6.7500 ft <br /> D2 12.0000 in Dist to next 0.0000 ft <br /> IOnsite 25-Year Discharge <br /> / <br /> I 0.35 -- <br /> 0.3 <br /> ®i5 year,Ouii <br /> 0.25 <br /> 0.2 <br /> 1 1° 0.15 <br /> 0.1 <br /> I 0.05 <br /> ' co N- co O rti co O C-- Cr, O C- co O C- Co 0 w- CO O C- CO G M1 C", O R CO O C- CO O hih CD 0/. P. co. co. P. co. co. P. CD C�') O CD CO) q co. co. P. CD co. O CC! Co P. up. Cry P. co. C)) P. COCD <br /> O M C-- r � CD CJ Cf, C M CO O 1^� 1.) C CV CO C7) CO N- O �t CO 4') T C CO C. <br /> r r N CV C.) CO CO ct 't c1- 47 Vf) C)) CD C. CD C- C- OD CO CO Q) 0) 0) O C. <br /> r r <br /> Time in Hours <br /> I hrterr,ec Lot 2 Discharge. H14r r,,grar.,a <br /> Step 2: Shift the Lot 2 discharge hydrograph by 10 minutes to account for travel time <br /> from the Lot 2 pond outlet to the confluence with the Intermec Pond 1 discharge. <br /> IHydrograph #2 <br /> 0.35 — -- <br /> 0.3 Y IL y8dr OUI <br /> 0.25 <br /> III fl, <br /> 0.2 <br /> I <br /> L 0.15 <br /> 0.1 <br /> I 0.05 <br /> 0 I' <br /> I <br /> O CO O - CO. CD Iti CO C. Y- M G 1" COG I- COO tom- CO C. F.- CO A CO C. F+ COC. r CO <br /> r <br /> CJ7 CO 0 r C r CO Cr, r C) C, .- C) Cj, r CO 0 r IX) Cf. - CO.') LP 0 r CO Cf. r CO 14?C. r CO <br /> G C'7 N- CO. C' N 4l O) M CO C7 - w- Cf) C7 N CD C) M N- '�' ib 4� CS, CV CC' O M <br /> N N N M M 'x �7' V �f, Cf'j Cf) (D iD Cf., N- C- OD OD CO 0) C7) CA Cl G <br /> Time in Hours r r <br /> I <br /> intC''mec Lot 2 Dschar ge& ,'tteC:W Mi rotes <br /> PACLAN D Job# 50175001 Page 12 <br />