Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method
Subcatchment1S: POROUS
Subcatchment1S: POROUS Runoff Area=0.350 ac 0.00% Impervious Runoff Depth>0.00" Flow Length=310' Tc=12.9 min CN=39 Runoff=0.00 cfs 0.000 af
Subcatchment2S: IMPERVIOUS
Subcatchment2S: IMPERVIOUS Runoff Area=0.720 ac 100.00% Impervious Runoff Depth>2.91" Flow Length=310' Tc=13.1 min CN=98 Runoff=1.36 cfs 0.175 af
Subcatchment5S: IMPERVIOUS Runoff Area=0.270 ac 100.00% Impervious Runoff Depth>2.92" Flow Length=180' Slope=0.0100'/' Tc=1.6 min CN=98 Runoff=0.93 cfs 0.066 af
Subcatchment6S: POROUS
Subcatchment6S: POROUS Runoff Area=0.190 ac 0.00% Impervious Runoff Depth>0.00"
Flow Length=250' Tc=12.4 min CN=39 Runoff=0.00 cfs 0.000 af
Subcatchment8S: PROP WAREHOUSE Runoff Area=0.460 ac 100.00% Impervious Runoff Depth>2.92" Flow Length=280' Slope=0.0100'/' Tc=2.6 min CN=98 Runoff=1.48 cfs 0.112 af
Runoff Area=0.060 ac 0.00% Impervious Runoff Depth>0.00" Tc=2.0 min CN=39 Runoff=0.00 cfs 0.000 af
Subcatchment10S: BY-PASS POROUS
Runoff Area=0.070 ac 100.00% Impervious Runoff Depth>2.92" Tc=2.0 min CN=98 Runoff=0.24 cfs 0.017 af
Subcatchment11S: BY-PASS
Inflow=2.25 cfs 0.362 af
Outflow=2.25 cfs 0.362 af
Reach 10: COMPOSITE
Pond 3P: SSIB #1 SURFACE BASIN Peak Elev=111.97' Storage=4,951 cf Inflow=1.36 cfs 0.175 af Discarded=0.00 cfs 0.000 af Primary=0.87 cfs 0.171 af Outflow=0.87 cfs 0.171 af
Pond 8P: SSIB #2 UNDERGROUND Peak Elev=109.35' Storage=0.068 af Inflow=0.93 cfs 0.066 af
Discarded=0.00 cfs 0.000 af Primary=0.44 cfs 0.064 af Outflow=0.44 cfs 0.064 af
Pond 9P: SSIB #3 UNDERGROUND Peak Elev=113.49' Storage=0.129 af Inflow=1.48 cfs 0.112 af Discarded=0.00 cfs 0.000 af Primary=1.09 cfs 0.110 af Outflow=1.09 cfs 0.110 af
Total Runoff Area = 2.120 ac Runoff Volume = 0.369 af Average Runoff Depth = 2.09" 28.30% Pervious = 0.600 ac 71.70% Impervious = 1.520 ac