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            "text": "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"
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            "text": "Runoff by SCS 1R-20 method, OH=Delmarva, Split Pervious/Imperv. UI as Pervious\nReach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method\n\nSubcatchment18S: DA-P1 PERVOUS\nFlow Length=525' Tc=14.2 min CN=39/0 Runoff=0.00 cfs 0 cf\n\nSubcatchment19S: DA-P1 IMPERVOUS\nFlow Length=372' Runoff Area=0.400 ac 100.00% Impervious Runoff Depth=1.03\"\nFlow Length=372' Slope=0.0200'/' Tc=2.5 min CN=0/98 Runoff=1.19 cfs 1,502 cf\n\nSubcatchment20S: DA-P2 PERVOUS\nFlow Length=168' Runoff Area=0.430 ac 0.00% Impervious Runoff Depth=0.00\"\nFlow Length=168' Slope=0.0300'/' Tc=8.7 min CN=39/0 Runoff=0.00 cfs 0 cf\n\nSubcatchment22S: DA-P2 IMPERVOUS\nFlow Length=151' Runoff Area=0.190 ac 100.00% Impervious Runoff Depth=1.03\"\nFlow Length=151' Slope=0.0200'/' Tc=0.9 min CN=0/98 Runoff=0.59 cfs 714 cf\n\nSubcatchment23S: DA-P3 PERVOUS\nFlow Length=363' Runoff Area=0.680 ac 0.00% Impervious Runoff Depth=0.00\"\nFlow Length=363' Tc=11.5 min CN=39/0 Runoff=0.00 cfs 0 cf\n\nSubcatchment24S: DA-P3 IMPERVOUS\nFlow Length=155' Runoff Area=0.200 ac 100.00% Impervious Runoff Depth=1.03\"\nFlow Length=155' Tc=4.3 min CN=0/98 Runoff=0.53 cfs 751 cf\n\nPond 12P: PERVOUS PAVEMENT2B\nPeak Elev=94.20' Storage=487 cf Inflow=0.59 cfs 714 cf\nOutflow=0.09 cfs 711 cf\n\nPond 13P: BIORENTION BASIN 3A\nPeak Elev=93.30' Storage=0 cf Inflow=0.00 cfs 0 cf\nOutflow=0.00 cfs 0 cf\n\nPond 14P: PERVOUS PAVEMENT3B\nPeak Elev=94.22' Storage=503 cf Inflow=0.53 cfs 751 cf\nOutflow=0.09 cfs 748 cf\n\nPond 36P: BIORETENTIONBASIN 1A\nPeak Elev=91.00' Storage=1,502 cf Inflow=1.19 cfs 1,502 cf\nOutflow=0.00 cfs 1 cf\n\nPond 45P: BIORENTION BASIN 2A\nPeak Elev=94.30' Storage=0 cf Inflow=0.00 cfs 0 cf\nOutflow=0.00 cfs 0 cf\n\nTotal Runoff Area = 135,907 sf Runoff Volume = 2,967 cf Average Runoff Depth = 0.2",
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            "text": "Analysis - Proposed Conditions NJ DEP 2-hr NJDEP WQ Rainfall=1.25\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 8",
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