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            "text": "Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points\nRunoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious\nReach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method\nSubcatchment 171S: DA P1 (Impervious) Runoff Area=31,625 sf 100.00% Impervious Runoff Depth=1.03\"\nFlow Length=450' Tc=3.0 min CN=0/98 Runoff=2.10 cfs 2,727 cf\nSubcatchment 173S: DA P4 (Pervious) Runoff Area=76,971 sf 0.00% Impervious Runoff Depth=0.00\"\nFlow Length=196' Slope=0.0100'/' Tc=14.8 min CN=39/0 Runoff=0.00 cfs 0 cf\nSubcatchment 175S: DA P2 (Impervious) Runoff Area=23,470 sf 100.00% Impervious Runoff Depth=1.03\"\nFlow Length=450' Tc=4.9 min CN=0/98 Runoff=1.38 cfs 2,023 cf\nSubcatchment 176S: DA P3 (Pervious) Runoff Area=62,973 sf 0.00% Impervious Runoff Depth=0.00\"\nFlow Length=316' Slope=0.0200'/' Tc=13.1 min CN=39/0 Runoff=0.00 cfs 0 cf\nPond 174P: WQ Infiltration Basin #1 Peak Elev=95.61' Storage=2,726 cf Inflow=2.10 cfs 2,727 cf\nDiscarded=0.00 cfs 0 cf Primary=0.00 cfs 0 cf Outflow=0.00 cfs 0 cf\nPond 177P: WQ Infiltration Basin #2 Peak Elev=91.70' Storage=2,023 cf Inflow=1.38 cfs 2,023 cf\nDiscarded=0.00 cfs 0 cf Primary=0.00 cfs 0 cf Outflow=0.00 cfs 0 cf\nTotal Runoff Area = 195,039 sf Runoff Volume = 4,750 cf Average Runoff Depth = 0.29\"\n71.75% Pervious = 139,944 sf 28.25% Impervious = 55,095 sf",
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            "text": "102 Sams -REV 12-02-25 NJ DEP 2-hr NJDEP Rainfall=1.25\"\nPrepared by Haler Consulting Printed 04/12/2025\nHydroCAD® 10.20-2h s/n 10351 © 2024 HydroCAD Software Solutions LLC Page 3",
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