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    "page": 85,
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            "text": "102 Sams -REV 12-02-25 NOAA 24-hr D 100-Year Rainfall=9.48\"\nPrepared by Haler Consulting Printed 04/12/2025\nHydroCAD® 10.20-2h s/n 10351 © 2024 HydroCAD Software Solutions LLC Page 45"
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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\n\nSubcatchment 141S: DA P1 (Impervious) Runoff Area=31,625 sf 100.00% Impervious Runoff Depth=9.24\"\nFlow Length=450' Tc=3.0 min CN=0/98 Runoff=6.54 cfs 24,350 cf\n\nSubcatchment 143S: DA P2 (Impervious) Runoff Area=23,470 sf 100.00% Impervious Runoff Depth=9.24\"\nFlow Length=450' Tc=4.9 min CN=0/98 Runoff=4.27 cfs 18,071 cf\n\nSubcatchment 145S: DA P5 (4000 SF Roof) Runoff Area=4,000 sf 0.00% Impervious Runoff Depth=9.24\"\nTc=6.0 min CN=98/0 Runoff=0.68 cfs 3,080 cf\n\nSubcatchment 148S: DA P3 (Pervious) Runoff Area=62,973 sf 0.00% Impervious Runoff Depth=1.83\"\nFlow Length=316' Slope=0.0200 /' Tc=13.1 min CN=39/0 Runoff=1.31 cfs 9,627 cf\n\nSubcatchment 149S: DA P0 Pervious Runoff Area=336,250 sf 0.00% Impervious Runoff Depth=1.14\"\nFlow Length=679' Tc=49.8 min CN=33/0 Runoff=1.65 cfs 31,994 cf\n\nSubcatchment 150S: DA P4 (Pervious) Runoff Area=76,971 sf 0.00% Impervious Runoff Depth=1.83\"\nFlow Length=196' Slope=0.0100 /' Tc=14.8 min CN=39/0 Runoff=1.50 cfs 11,767 cf\n\nSubcatchment 172S: DA P6 (Impervious) Runoff Area=5,250 sf 100.00% Impervious Runoff Depth=9.24\"\nFlow Length=150' Tc=1.4 min CN=0/98 Runoff=1.19 cfs 4,042 cf\n\nPond 130P: SUBSURFACE Peak Elevation=4.98' Storage=1,335 cfs Runoff=0.68 cfs 3,080 cf\nOutflow=0.04 cfs 3,080 cf\n\nPond 144P: WQ Infiltration Basin #1 Peak Elevation=97.79' Storage=15,241 cfs Runoff=7.21 cfs 36,117 cf\nDiscarded=0.49 cfs 34,901 cf Primary=0.17 cfs 1,215 cfs Outflow=0.66 cfs 36,117 cf\n\nPond 149P: WQ Infiltration Basin #2 Peak Elevation=94.41' Storage=13,337 cfs Runoff=5.06 cfs 27,698 cf\nDiscarded=0.13 cfs 18,586 cfs Primary=0.57 cfs 9,111 cfs Outflow=0.70 cfs 27,698 cf\n\nLink 147L: POA Runoff Volume = 102,930 cfs Average Runoff Depth = 2.29\"\n88.84% Pervious = 480,194 cfs Runoff Depth = 11.16% Impervious = 60,345 cfs",
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