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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 170S: DA P1 (Impervious) Runoff Area=31,625 sf 100.00% Impervious Runoff Depth=5.14\"\nFlow Length=450' Tc=3.0 min CN=0/98 Runoff=3.70 cfs 13,553 cf\nSubcatchment 174S: DA P2 (Impervious) Runoff Area=23,470 sf 100.00% Impervious Runoff Depth=5.14\"\nFlow Length=450' Tc=4.9 min CN=0/98 Runoff=2.42 cfs 10,058 cf\nSubcatchment 178S: DA P3 (Pervious) Runoff Area=62,973 sf 0.00% Impervious Runoff Depth=0.28\"\nFlow Length=316' Slope=0.0200'/' Tc=13.1 min CN=39/0 Runoff=0.07 cfs 1,487 cf\nSubcatchment 179S: DA P0 Pervious Runoff Area=336,250 sf 0.00% Impervious Runoff Depth=0.08\"\nFlow Length=679' Tc=49.8 min CN=33/0 Runoff=0.06 cfs 2,256 cf\nSubcatchment 180S: DA P4 (Pervious) Runoff Area=76,971 sf 0.00% Impervious Runoff Depth=0.28\"\nFlow Length=196' Slope=0.0100'/' Tc=14.8 min CN=39/0 Runoff=0.09 cfs 1,818 cf\nSubcatchment 181S: DA P6 (Impervious) Runoff Area=5,250 sf 100.00% Impervious Runoff Depth=5.14\"\nFlow Length=150' Tc=1.4 min CN=0/98 Runoff=0.67 cfs 2,250 cf\nPond 183P: WQ Infiltration Basin #1 Peak Elevation=98.69' Storage=16,706 cfs Inflow=3.70 cfs 15,371 cf\nDiscarded=0.00 cfs 0 cf Primary=4.03 cfs 11,568 cf Outflow=4.03 cfs 11,568 cf\nPond 184P: WQ Infiltration Basin #2 Peak Elevation=94.29' Storage=12,701 cfs Inflow=2.42 cfs 11,545 cf\nDiscarded=0.00 cfs 0 cf Primary=0.47 cfs 7,983 cf Outflow=0.47 cfs 7,983 cf\nLink 185L: POA Inflow=4.64 cfs 24,056 cf Primary=4.64 cfs 24,056 cf\nTotal Runoff Area = 536,539 sf Runoff Volume = 31,422 cf Average Runoff Depth = 0.70\"\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 10-Year Rainfall=5.38\"\nPrepared by Haler Consulting Printed 04/12/2025\nHydroCAD® 10.20-2h s/n 10351 © 2024 HydroCAD Software Solutions LLC Page 19",
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