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            "text": "Ime span=0.00-/2.00 hrs, dt=0.01 hrs, /201 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\n\nSubcatchment 170S: DA P1 (Impervious) Runoff Area=31,625 sf 100.00% Impervious Runoff Depth=6.44\"\nFlow Length=450' Tc=3.0 min CN=0/98 Runoff=4.60 cfs 16,975 cf\n\nSubcatchment 174S: DA P2 (Impervious) Runoff Area=23,470 sf 100.00% Impervious Runoff Depth=6.44\"\nFlow Length=450' Tc=4.9 min CN=0/98 Runoff=3.00 cfs 12,598 cf\n\nSubcatchment 178S: DA P3 (Pervious) Runoff Area=62,973 sf 0.00% Impervious Runoff Depth=0.66\"\nFlow Length=316' Slope=0.0200'/' Tc=13.1 min CN=39/0 Runoff=0.27 cfs 3,449 cf\n\nSubcatchment 179S: DA P0 Pervious Runoff Area=336,250 sf 0.00% Impervious Runoff Depth=0.30\"\nFlow Length=679' Tc=49.8 min CN=33/0 Runoff=0.28 cfs 8,387 cf\n\nSubcatchment 180S: DA P4 (Pervious) Runoff Area=76,971 sf 0.00% Impervious Runoff Depth=0.66\"\nFlow Length=196' Slope=0.0100'/' Tc=14.8 min CN=39/0 Runoff=0.32 cfs 4,216 cf\n\nSubcatchment 181S: DA P6 (Impervious) Runoff Area=5,250 sf 100.00% Impervious Runoff Depth=6.44\"\nFlow Length=150' Tc=1.4 min CN=0/98 Runoff=0.84 cfs 2,818 cf\n\nPond 183P: WQ Infiltration Basin #1 Peak Elevation=99.23' Storage=16,706 cfs Inflow=4.63 cfs 21,191 cf\nDiscarded=0.00 cfs 0 cf Primary=5.91 cfs 17,388 cf Outflow=5.91 cfs 17,388 cf\n\nPond 184P: WQ Infiltration Basin #2 Peak Elevation=99.85' Storage=13,818 cfs Inflow=3.06 cfs 16,047 cf\nDiscarded=0.00 cfs 0 cf Primary=1.97 cfs 12,492 cfs Outflow=1.97 cfs 12,492 cf\n\nLink 185L: POA Inflow=7.07 cfs 41,085 cf Primary=7.07 cfs 41,085 cf\nTotal Runoff Area = 536,539 sf Runoff Volume = 48,444 cf Average Runoff Depth = 1.08\"\n88.75% Pervious = 476,194 sf 11.25% Impervious = 60,345 sf",
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            "text": "102 Sams -REV 12-02-25 NOAA 24-hr D 25-Year Rainfall=6.68\"\nPrepared by Haler Consulting Printed 04/12/2025\nHydroCAD® 10.20-2h s/n 10351 © 2024 HydroCAD Software Solutions LLC Page 35",
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