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 Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 170S: DA P1 (Impervious) Runoff Area=31,625 sf 100.00% Impervious Runoff Depth=5.14" Flow Length=450' Tc=3.0 min CN=0/98 Runoff=3.70 cfs 13,553 cf Subcatchment 174S: DA P2 (Impervious) Runoff Area=23,470 sf 100.00% Impervious Runoff Depth=5.14" Flow Length=450' Tc=4.9 min CN=0/98 Runoff=2.42 cfs 10,058 cf Subcatchment 178S: DA P3 (Pervious) Runoff Area=62,973 sf 0.00% Impervious Runoff Depth=0.28" Flow Length=316' Slope=0.0200'/' Tc=13.1 min CN=39/0 Runoff=0.07 cfs 1,487 cf Subcatchment 179S: DA P0 Pervious Runoff Area=336,250 sf 0.00% Impervious Runoff Depth=0.08" Flow Length=679' Tc=49.8 min CN=33/0 Runoff=0.06 cfs 2,256 cf Subcatchment 180S: DA P4 (Pervious) Runoff Area=76,971 sf 0.00% Impervious Runoff Depth=0.28" Flow Length=196' Slope=0.0100'/' Tc=14.8 min CN=39/0 Runoff=0.09 cfs 1,818 cf Subcatchment 181S: DA P6 (Impervious) Runoff Area=5,250 sf 100.00% Impervious Runoff Depth=5.14" Flow Length=150' Tc=1.4 min CN=0/98 Runoff=0.67 cfs 2,250 cf Pond 183P: WQ Infiltration Basin #1 Peak Elevation=98.69' Storage=16,706 cfs Inflow=3.70 cfs 15,371 cf Discarded=0.00 cfs 0 cf Primary=4.03 cfs 11,568 cf Outflow=4.03 cfs 11,568 cf Pond 184P: WQ Infiltration Basin #2 Peak Elevation=94.29' Storage=12,701 cfs Inflow=2.42 cfs 11,545 cf Discarded=0.00 cfs 0 cf Primary=0.47 cfs 7,983 cf Outflow=0.47 cfs 7,983 cf Link 185L: POA Inflow=4.64 cfs 24,056 cf Primary=4.64 cfs 24,056 cf Total Runoff Area = 536,539 sf Runoff Volume = 31,422 cf Average Runoff Depth = 0.70" 88.75% Pervious = 476,194 sf 11.25% Impervious = 60,345 sf