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POS DEV IMPERVIOUS 98.00 0.1500 ac <br /> Impervious TC Data: <br /> Flow type: Description: Length: Slope: Coeff: Travel Time <br /> Fixed MIN VALUE 0.00 ft 0.00% 6.3000 6.30 min <br /> TANK SIZING RESULTS: <br /> RLPCOMPUTE [RL POOL]SUMMARY <br /> 2 yr Match Q: 0.0057 cfs Peak Out Q: 0.0097 cfs- Peak Stg: 102.04 ft-Active Vol: <br /> 219.33 cf- Pipe length: 24.00 ft <br /> 10 yr Match Q: 0.0274 cfs Peak Out Q: 0.0271 cfs- Peak Stg: 102.72 ft-Active Vol: <br /> 304.63 cf-Pipe length: 24.00 ft <br /> 100 yr Match Q: 0.0551 cfs Peak Out Q: 0.0516 cfs-Peak Stg: 103.77 ft-Active Vol: <br /> 414.82 cf-Pipe length: 24.00 ft <br /> Running C:\SDS\CAD DWG DAVE\MULTI\HOYT AVE EVERETT\T1R\RL POOL Report.pgm on <br /> Monday, February 23, 2015 <br /> HYDLIST SUMMARY <br /> LSTEND <br /> HydID Peak Q Peak T Peak Vol Cont Area <br /> (cfs) (hrs) (ac-ft) (ac) <br /> HOYT-C PRE-2 yr 0.01 8.17 0.0066 0.1500 <br /> HOYT-C PRE-10 yr 0.03 8.00 0.0130 0.1500 <br /> HOYT-C PRE-100 yr 0.06 8.00 0.0235 0.1500 <br /> HOYT C POS-10 yr 0.07 8.00 0.0253 0.1500 <br /> HOYT-C POS-100 yr 0.11 8.00 0.0377 0.1500 <br /> OUT2 0.01 11.17 0.0142 0.1500 <br /> OUT10 0.03 8.83 0.0205 0.1500 <br /> OUT100 0.05 8.50 0.0324 0.1500 <br /> Node ID: DET <br /> Desc: DETENTION PIPE <br /> Start El: 100.0000 ft Max El: 104.0000 ft <br /> Contrib Basin: Contrib Hyd: <br /> Length Diam Slope UpNode DnNode Num <br /> 24.0000 ft 4.0000 ft 0.00 % UP MH RSTR MH 1 <br /> Control Structure ID: FROP TEE - Multiple Orifice Structure <br /> Descrip: Multiple Orifice <br /> Start El Max El Increment <br /> 100.0000 ft 104.0000 ft 0.10 <br /> Orif Coeff: 0.62 Bottom El: 98.00 ft <br /> Lowest Diam: 0.5000 in <br /> out to 2nd: 2.5000 ft Diam: 1.1200 in <br /> • <br /> Adjusted Tank Length: L = (1.3)(24') = 32LF <br /> 3011 Raven Crest,Bellingham,WA 98226 425-481-9687 <br /> 516 <br />