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<br /> <br />Project Title = Haul Road CMP #2 - Area 2 Undisturbed <br />WATERSHED HYDROGRAPH <br />Inflow into structure # 1 <br />Structure type: Null <br />-- Watershed data for watershed # 1 <br />Curve number = 58.0 <br />Area = 46.4 acres <br />Hydraulic length = 2600.00 Feet <br />Elevation change = 90.0 feet. <br />Concentration time = 0.55 hours <br />Concentration time type = SCS Upland Curves <br />Unit hydrograph type = Agriculture <br />-- Total Area <br />-- Storm data <br />Total precipitation <br />Storm type <br />Peak Discharge <br />Discharge volume <br />- 46.4 acres <br />= 1.6 inches <br />= SCS Type 2 storm, 24 hour storm <br />= 0.03 cfs~ <br />= 0.01 acre ft 11 <br />.6 " ~'. w~ -0 gde~.~w +o JJ II II <br />~~"'^^~ ~f2w 2 ~S '~~~L~t+F~Pd <br />Project Title = Haul Road CNP #2 - Area 2 Disturbed <br />WATERSHED HYDROGRAPH <br />Inflow into structure # 1 <br />Structure type: Null <br />-- Watershed data for watershed # 1 <br />Curve number = 83.0 <br />Area = 46.4 acres <br />Hydraulic length = 2600.00 Feet <br />Elevation change = 90.0 feet, <br />Concentration time = 0.55 hours <br />Concentration time type = SCS Upland Curves <br />Unit hydrograph type = Agriculture <br />-- Total Area = 46.4 acres <br />-- Storm data <br />Total precipitation = 1.6 inches <br />Storm type = SCS Type 2 storm, 24 hour storm <br />Peak Discharge = 9.21 cfs E <br />Discharge volume = 1.69 acre ft <br />~¢„ ~ CenP ~9~~eao <br />.Jho~v Ae~a Z ~s d~a~+bod..~ <br />6'~ <br />I9Z <br />~ 3' <br />