Summary for Pond 10P: PERVIOUS PAVEMENT 2B

Intflow Area = 8,276 sf,100.00% Impervious, Inflow Depth = 9.24" for 100 YR-C event Inflow = 1.57 cfs @ 12.12 hrs, Volume= 6,372 cf Outflow = 1.44 cfs @ 12.15 hrs, Volume= 6,368 cf, Atten= 8%, Lag= 1.6 min Primary = 1.44 cfs @ 12.15 hrs, Volume= 6,368 cf Routed to Pond 33P : INFILTRATION BASIN 2 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.88' @ 12.15 hrs Surf.Area= 9,225 sf Storage= 1,105 cf Plug-Flow detention time= 72.2 min calculated for 6,367 cf (100% of inflow) Center-of-Mass det. time= 72.1 min ( 813.0 - 741.0 )

VolumeInvertAvail.StorageStorage Description
#193.80'615 cfStone Storage Bed (Prismatic)Listed below (Recalc)1,538 cf Overall × 40.0% Voids
#294.30'231 cfSurface and Base Course (Prismatic)Listed below (Recalc)1,538 cf Overall × 15.0% Voids
#394.80'1,538 cfSurface (Prismatic)Listed below (Recalc)
2,383 cfTotal Available Storage
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
93.803,07500
94.303,0751,5381,538
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
94.303,07500
94.803,0751,5381,538
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
94.803,07500
95.303,0751,5381,538
DeviceRoutingInvertOutlet Devices
#1Device 393.80'2.5" Vert. Orifice C = 0.600
#2Device 394.80'48.0" x 48.0" Horiz. Grate C = 0.600
#3Primary92.08'12.0" Round Culvert L = 38.0' RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.08'/91.65' $ S = 0.0113'/' Cc = 0.900n=0.011, Flow Area=0.79 sf

Primary OutFlow Max=1.44 cfs @ 12.15 hrs HW=94.88' TW=92.80' (Dynamic Tailwater) 3=Culvert (Passes 1.44 cfs of 6.34 cfs potential flow) 1=Orifice (Orifice Controls 0.16 cfs @ 4.77 fps) 2=Grate (Weir Controls 1.28 cfs @ 0.95 fps)