10330 4TH AVE W 2016-01-01 MF Import

Pervious TC Data: Flow type: Description: Length: Slope: CoeH: Sheet lawn 150.00 fl 0.50% 0.3000 Shallow paving 60.00 ft 1.50% 27.0000 Channel pipe 150.00 ft 1.00°� 42.0000 developedSlTE Event Summary (for 6 month •Nater quality calculation): BasinlD Peak Q Peak T Peak Vol Area Method ______ (cts) (hrs) (ac-tt) ac /Loss devebped-SITE 0.13 8.00 0.0521 7.26 SBUH/SCS Drainage Arca: developedSlTE Hyd Method: SBUH Hyd Peak Factor. 484.00 Stortn Dur 24.00 hrs Area CN Pervious 0.6100 ac 88.00 Impervious 0.8500 ac 98.00 Total 1.2800 ac Supporting Data: Pervious CN Data: lawn/landscaping Impervious CN DaW: building asphalt s/w Pervious TC Data: Flow type: Desc�ption: Sheet lawn Shallow paving Channel pipe :: �� 98.00 98.00 98.00 Travel Time 59.03 min 0.30 min 0.60 mi� Raintype Event TYPEtA 6rtwnth Loss Method: SCS CN Number SCS Abs: 0.20 TC 1.00 hrs 0.08 hrs 0.6100 ac 0.3110 ac 0.2260 ac 0.1130 ac Length: Slope: 150.00 ft 0.50% 80.00 ft 1.50% 150.00 ft 1.0096 Coeff: Travel Time 0.3000 59.03 min 27.0000 0.30 min 42.0000 0.60 min RLPCOMPUTE [South PoiMe-pro8m.] SUMMARY-w/o VCF 2 yr Match Q: 0.0498 cfs Peak Out Q: 0.0510 cfs - Peak Stg: 580.85 ft- Active Vol: 2878.49 ci 10 yr Match Q: 0.2008 cfs Peak Out Q: 0.1737 cfs - Peak �tg: 580.97 ft- Adive Vol: 3344.32 cf 100 yr Match Q: 0.3758 cfs Peak Out �: 0.3821 c(s - Peak Slg: 587.59 ft- Adive Vol: 4207.38 cf Running J:�REPORTS----\99278\South Pointe-prelim. Report.pgm on Wednesday, February 09, 2000 Summary Report of all RLPooI Data Project Prccips [&month] 0.99 in �2 y�� 1.55 in ��p y�] 2.25 in [25 yr] 2.80 in [100 yr] 3.25 in BASLIST2 [EXISTINGJ Using [TYPE1Aj As [2 yr] [EXISTING] Using jTYPE1A] As [10 yr] (EXISTINGj Using [TYPEIA] As [100 yr] [DEVELOPEDj Using �TYPEtA] As [2 yr] [DEVELOPED] Using [TYPEIA] As [10 yrJ [DEVELOPED] Using [TYPEIA] As [100 yr] LSTEND i: uci�cnars__ v�nx m�nso a« � ��7