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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 Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method"
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            "text": "Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method\n\nSubcatchment2S: DA-P1 PERVOUS Runoff Area=1.220 ac 0.00% Impervious Runoff Depth=0.28\" Flow Length=525' Tc=14.2 min CN=39/0 Runoff=0.06 cfs 1,255 cf\n\nSubcatchment3S: DA-P3 PERVOUS Runoff Area=0.680 ac 0.00% Impervious Runoff Depth=0.28\" Flow Length=363' Tc=11.5 min CN=39/0 Runoff=0.04 cfs 700 cf\n\nSubcatchment4S: DA-P2 PERVOUS Runoff Area=0.430 ac 0.00% Impervious Runoff Depth=0.28\" Flow Length=168' Slope=0.0300'/' Tc=8.7 min CN=39/0 Runoff=0.02 cfs 442 cf\n\nSubcatchment6S: DA-P3 IMPERVOUS Runoff Area=0.200 ac 100.00% Impervious Runoff Depth=5.14\" Flow Length=155' Tc=4.3 min CN=0/98 Runoff=0.93 cfs 3,734 cf\n\nSubcatchment7S: DA-P2 IMPERVOUS Runoff Area=0.190 ac 100.00% Impervious Runoff Depth=5.14\" Flow Length=172' Tc=4.3 min CN=0/98 Runoff=0.89 cfs 3,547 cf\n\nSubcatchment8S: DA-P1 IMPERVOUS Runoff Area=0.400 ac 100.00% Impervious Runoff Depth=5.14\" Flow Length=372' Slope=0.0200'/' Tc=2.5 min CN=0/98 Runoff=2.11 cfs 7,467 cf\n\nSubcatchment14S: LOT 11 Roof Runoff Area=3,000 sf 100.00% Impervious Runoff Depth=5.14\" Flow Length=40' Tc=0.3 min CN=0/98 Runoff=0.39 cfs 1,286 cf\n\nPond 2P: Subsurface Infiltration Basin 1 Peak Elev=87.01' Storage=10 cf Inflow=0.56 cfs 8,501 cf Discarded=0.56 cfs 8,501 cf Primary=0.00 cfs 0 cf Outflow=0.56 cfs 8,501 cf\n\nPond 5P: BIORETENTION BASIN 1A Peak Elev=92.99' Storage=4,482 cf Inflow=2.11 cfs 8,722 cf Outflow=0.23 cfs 7,216 cf\n\nPond 6P: BIORENTION BASIN 2 Peak Elev=94.91' Storage=60 cf Inflow=0.02 cfs 442 cf Outflow=0.02 cfs 396 cf\n\nPond 8P: INFILTRATION BASIN 3 Peak Elev=91.01' Storage=294 cf Inflow=0.67 cfs 4,330 cf Discarded=0.27 cfs 4,330 cf Primary=0.00 cfs 0 cf Outflow=0.27 cfs 4,330 cf\n\nPond 10P: PERVOUS PAVEMENT 2 Peak Elev=94.84' Storage=966 cf Inflow=0.89 cfs 3,547 cf Outflow=0.56 cfs 3,543 cf\n\nPond 15P: PERVOUS PAVEMENT 3B Peak Elev=94.85' Storage=951 cf Inflow=0.93 cfs 3,734 cf Outflow=0.67 cfs 3,730 cf\n\nPond 33P: INFILTRATION BASIN 2 Peak Elev=92.72' Storage=790 cf Inflow=0.56 cfs 3,938 cf Discarded=0.11 cfs 3,938 cf Primary=0.00 cfs 0 cf Outflow=0.11 cfs 3,938 cf\n\nPond 42P: BIORENTION BASIN 3A Peak Elev=93.92' Storage=141 cf Inflow=0.04 cfs 700 cf Outflow=0.02 cfs 600 cf\n\nLink 32L: POA1 Inflow=0.00 cfs 0 cf Primary=0.00 cfs 0 cf",
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            "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC\nNOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nPage 150",
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