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620 WAVERLY AVE 2024-08-05
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620 WAVERLY AVE 2024-08-05
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Last modified
8/5/2024 3:03:28 PM
Creation date
7/19/2024 1:41:54 PM
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Address Document
Street Name
WAVERLY AVE
Street Number
620
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Analysis Results <br /> POC 1 <br /> 0.01 _ — --___ e, __ _________ ___C .o v.Pmb16 <br /> 01 <br /> t01 "--_____—____---__-- '_--__'-- ir-- --__--___ 1n <br /> ^ 1 I if*. <br /> 0.01 b <br /> 0 . <br /> 1 -- - <br /> 10€-S 00,10E-1 10E-3 10E-2 10E1 1 10 100 <br /> LNO, L0NI <br /> rnt-rl Exo��d lrip NI <br /> + Predeveloped x Mitigated <br /> Predeveloped Landuse Totals for POC #1 <br /> Total Pervious Area: 0.03 <br /> Total Impervious Area: 0 <br /> Mitigated Landuse Totals for POC #1 <br /> Total Pervious Area: 0.02 <br /> Total Impervious Area: 0.01 <br /> Flow Frequency Method: Log Pearson Type III 17B <br /> Flow Frequency Return Periods for Predeveloped. POC #1 <br /> Return Period Flow(cfs) <br /> 2 year 0.002533 <br /> 5 year 0.004951 <br /> 10 year 0.007134 <br /> 25 year 0.010652 <br /> 50 year 0.013888 <br /> 100 year 0.017706 <br /> Flow Frequency Return Periods for Mitigated. POC #1 <br /> Return Period Flow(cfs) <br /> 2 year 0.002797 <br /> 5 year 0.005033 <br /> 10 year 0.006752 <br /> 25 year 0.009144 <br /> 50 year 0.011065 <br /> 100 year 0.013088 <br /> Annual Peaks <br /> Annual Peaks for Predeveloped and Mitigated. POC #1 <br /> Year Predeveloped Mitigated <br /> 1949 0.004 0.003 <br /> 1950 0.004 0.003 <br /> 1951 0.002 .0.002 <br /> 1952 0.002 0.001 <br /> 1953 0.002 0.002 <br /> 1954 0.008 0.005 <br /> 1955 0.004 0.004 <br /> 1956 0.002 0.003 <br /> 1957 0.005 0.007 <br /> 1958 0.010 0.006 <br /> Infiltration Trenches 10/6/2020 1:57:54 PM Page 12 <br />
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