Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method

Runoff by SCS 1R-20 method, OH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Subcatchment18S: DA-P1 PERVOUS Flow Length=525' Tc=14.2 min CN=39/0 Runoff=0.00 cfs 0 cf Subcatchment19S: DA-P1 IMPERVOUS Flow Length=372' Runoff Area=0.400 ac 100.00% Impervious Runoff Depth=1.03" Flow Length=372' Slope=0.0200'/' Tc=2.5 min CN=0/98 Runoff=1.19 cfs 1,502 cf Subcatchment20S: DA-P2 PERVOUS Flow Length=168' Runoff Area=0.430 ac 0.00% Impervious Runoff Depth=0.00" Flow Length=168' Slope=0.0300'/' Tc=8.7 min CN=39/0 Runoff=0.00 cfs 0 cf Subcatchment22S: DA-P2 IMPERVOUS Flow Length=151' Runoff Area=0.190 ac 100.00% Impervious Runoff Depth=1.03" Flow Length=151' Slope=0.0200'/' Tc=0.9 min CN=0/98 Runoff=0.59 cfs 714 cf Subcatchment23S: DA-P3 PERVOUS Flow Length=363' Runoff Area=0.680 ac 0.00% Impervious Runoff Depth=0.00" Flow Length=363' Tc=11.5 min CN=39/0 Runoff=0.00 cfs 0 cf Subcatchment24S: DA-P3 IMPERVOUS Flow Length=155' Runoff Area=0.200 ac 100.00% Impervious Runoff Depth=1.03" Flow Length=155' Tc=4.3 min CN=0/98 Runoff=0.53 cfs 751 cf Pond 12P: PERVOUS PAVEMENT2B Peak Elev=94.20' Storage=487 cf Inflow=0.59 cfs 714 cf Outflow=0.09 cfs 711 cf Pond 13P: BIORENTION BASIN 3A Peak Elev=93.30' Storage=0 cf Inflow=0.00 cfs 0 cf Outflow=0.00 cfs 0 cf Pond 14P: PERVOUS PAVEMENT3B Peak Elev=94.22' Storage=503 cf Inflow=0.53 cfs 751 cf Outflow=0.09 cfs 748 cf Pond 36P: BIORETENTIONBASIN 1A Peak Elev=91.00' Storage=1,502 cf Inflow=1.19 cfs 1,502 cf Outflow=0.00 cfs 1 cf Pond 45P: BIORENTION BASIN 2A Peak Elev=94.30' Storage=0 cf Inflow=0.00 cfs 0 cf Outflow=0.00 cfs 0 cf Total Runoff Area = 135,907 sf Runoff Volume = 2,967 cf Average Runoff Depth = 0.2