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25443 - SL MOUNDS VIEW - PROPOSED <br /> 25443-PROPOSED MSE 24-hr 3 10-YR Rainfall=4.23" <br /> Prepared by Civil Site Group Printed 12/16/2025 <br /> HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 56 <br /> Pond 2P: NORTH FILTRATION BASIN 2 <br /> Hydrograph <br /> I I I 1 I I I <br /> 10.36 cfs 1 1 1 1 1 r O Inflow <br /> 1 1 1 1 1 1 [3 Primary <br /> 11 Inflow;Area=2.163 ;ac <br /> 10 a <br /> PEA EI''ev=909.63' <br /> 9 8.23 cfs - --I-- --1-- --�-�-- --1--�---- -- -- --- <br /> _ <br /> StbrageT8,839 cf <br /> I I I I I I I I I I <br /> I I I 1 1 1 1 <br /> N I I I I I I I I I <br /> V I I I I I I I I I <br /> 3 I I I I I I I I I I I I <br /> p I I I I I I I I I I I I <br /> lL 5 -------I-- --4--L--I---4--4--4.--~--I-- --1-- --I-- --1--�--~- -- <br /> I I I I I I I I I I I I <br /> I I I I I I I I I I I I <br /> 4 - ----- --I-----1-----1--J-----1--L--I--J--1---- --J----- --L---- <br /> I I I I I I I I I I I I <br /> I I I I I I I I I I I I <br /> 3 I I I I I I I I I I I I <br /> I I I I I I I I I I I I <br /> I I I I I I I I I I I <br /> 2 -r--r----Y <br /> - <br /> - --r-�-- --r--r--r-7--r--r--1---i- ---r--r---- <br /> I I I I I I I I I I <br /> I I I I <br /> 1 <br /> 0 <br /> 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 <br /> Time (hours) <br /> Pond 2P: NORTH FILTRATION BASIN 2 <br /> Stage-Discharge <br /> 911 <br /> 1 i 1 ❑Primary <br /> Broad-Crested Rectangular Weir <br /> I I I <br /> 910 <br /> i <br /> Sharp-Crested Rectangular Weir <br /> d 909 <br /> w I I <br /> = Sharp-Crested Vee/Trap Weir <br /> 0 1 1 <br /> '@ <br /> > J J <br /> w 908 <br /> I I <br /> I I I <br /> I I I <br /> I I I <br /> I I I <br /> y I � <br /> 907 1 1 1 <br /> I I <br /> I I I <br /> I I I <br /> I I I <br /> 1 i 1 <br /> Exfiltration <br /> 906 <br /> 0 2 4 6 8 10 12 14 16 18 <br /> Discharge (cfs) <br />