Summary for Pond 15P: PERVIOUS PAVEMENT 3B

Inflow Area = 8,712 sf,100.00% Impervious, Inflow Depth = 11.17" for 100 YR-F event Inflow = 1.98 cfs @ 12.12 hrs, Volume= 8,108 cf Outflow = 1.86 cfs @ 12.15 hrs, Volume= 8,105 cf, Atten= 6%, Lag= 1.5 min Primary = 1.86 cfs @ 12.15 hrs, Volume= 8,105 cf Routed to Pond 8P : INFILTRATION BASIN 3 Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.90' @ 12.15 hrs Surf.Area= 8,889 sf Storage= 1,116 cf Plug-Flow detention time= 62.9 min calculated for 8,103 cf (100% of inflow) Center-of-Mass det. time= 62.9 min ( 801.8 - 738.9 )

VolumeInvertAvail.StorageStorage Description
#193.80'593 cfStone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf Overall × 40.0% Voids
#294.30'222 cfSurface and Base Course (Prismatic)Listed below (Recalc) 1,482 cf Overall × 15.0% Voids
#394.80'1,482 cfSurface (Prismatic)Listed below (Recalc) 2,296 cfTotal Available Storage
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
93.802,96300
94.302,9631,4821,482
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
94.302,96300
94.802,9631,4821,482
Elevation (feet)Surf.Area (sq-ft)Inc.Store (cubic-feet)Cum.Store (cubic-feet)
94.802,96300
95.302,9631,4821,482
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
#3Primary92.00'12.0" Round Culvert L = 52.0' RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.00'/90.75' $ S = 0.0240'/ Cc = 0.900n=0.011, Flow Area=0.79 sf

Primary OutFlow Max=1.86 cfs @ 12.15 hrs HW=94.90' TW=91.59' (Dynamic Tailwater) 3=Culvert (Passes 1.86 cfs of 7.27 cfs potential flow) 1=Orifice (Orifice Controls 0.16 cfs @ 4.81 fps) 2=Grate (Weir Controls 1.69 cfs @ 1.04 fps)