240916_40 ERW Stormwater Report FULL

NJ DEP 2-hr WQ Rainfall=1.25"240913_40 ERW Waymaker Proposed Printed 9/16/2024Prepared by Colliers Engineering & Design Page 206HydroCAD® 10.20-2g s/n 04431 © 2022 HydroCAD Software Solutions LLC Inflow=0.67 cfs 0.025 afReach 4R: Outflow=0.67 cfs 0.025 af Inflow=0.41 cfs 0.014 afReach 8R: (new Reach) Outflow=0.41 cfs 0.014 af Avg. Flow Depth=0.06' Max Vel=5.06 fps Inflow=0.21 cfs 0.009 afReach DP1: TOP 34.0" x 22.0", R=24.9" Elliptical Pipe n=0.011 L=100.0' S=0.1000 '/' Capacity=118.41 cfs Outflow=0.20 cfs 0.009 af Inflow=0.20 cfs 0.012 afReach DP2: CHANNEL Outflow=0.20 cfs 0.012 af Inflow=0.21 cfs 0.014 afReach DP3: TOTAL Outflow=0.21 cfs 0.014 af Inflow=0.21 cfs 0.009 afReach EX 1: Outflow=0.21 cfs 0.009 af Peak Elev=624.45' Storage=0.002 af Inflow=0.21 cfs 0.006 afPond 2P: Pervious Pavers Outflow=0.08 cfs 0.006 af Peak Elev=0.16' Inflow=0.21 cfs 0.009 afPond 10P: (new Pond) Outflow=0.21 cfs 0.009 af Peak Elev=608.15' Storage=0.013 af Inflow=0.62 cfs 0.017 afPond 11P: Existing Drywell System Discarded=0.03 cfs 0.015 af Primary=0.04 cfs 0.002 af Outflow=0.07 cfs 0.017 af Peak Elev=622.00' Storage=0.012 af Inflow=0.62 cfs 0.020 afPond 12P: Subsurface Infiltration Basin Discarded=0.07 cfs 0.020 af Primary=0.00 cfs 0.000 af Outflow=0.07 cfs 0.020 af Total Runoff Area = 4.082 ac Runoff Volume = 0.086 af Average Runoff Depth = 0.25" 83.35% Pervious = 3.402 ac 16.65% Impervious = 0.680 ac This document was created by an application that isn’t licensed to use novaPDF. Purchase a license to generate PDF files without this notice.