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25443 - SL MOUNDS VIEW - PROPOSED <br /> 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" <br /> Prepared by Civil Site Group Printed 12/16/2025 <br /> HydroCAD® 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 83 <br /> Pond 2P: NORTH FILTRATION BASIN 2 <br /> Hydrograph <br /> I I I I I I I I I I I I <br /> 21 19.00 cfs a + + F p Inflow <br /> I 1 0 Primary <br /> 20 <br /> r � r T r I <br /> 19 _ -- --�_.I-- __1-- -�-�-- --1--�ni w1Are,a�2.1__ 3 sac__ <br /> 18 I I I I I I <br /> ' . I I I I <br /> a <br /> I - ----- <br /> -- --I-- -- I I --I---I _ <br /> CC��//''�� "r� I(A/ ��11Tr <br /> 15 / L--I-----1-----L-J__ __L__L_-11./tof4!���- 1 847 CF- <br /> 14 12.79 cfs --+--F--I-----4--4-----�---1 .1 --I---1 4-- --I-----4--I--I---- <br /> 13 , I I I I I I I I I <br /> ' -•-- --r--I-- -- --r-�-- --r--r--I-----r--r--1--�-- --r--r- -- <br /> v I I I I I I I I I <br /> 11 i' -------L__i_____1__ __L_J_____1__L_-I__J__1_____I__J_____L__L____ <br /> 310 <br /> I I I I I I I 1 I I <br /> 1L 9 -------------- <br /> 8 1 1 1 1 I <br /> � -I <br /> 7 <br /> I I I I I I I I I I <br /> 6 ,i' r 4- <br /> 5 I I -I- - -I- - - - <br /> r I <br /> 3 <br /> 2 <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 1 1 <br /> 1 ' 1 ❑Primary <br /> Broad-Crested Rectangular Weir <br /> I I I <br /> I I <br /> I I <br /> 910 <br /> I <br /> Sharp-Crested Rectangular Weir <br /> I <br /> I <br /> 1 <br /> I <br /> d 909 <br /> w I I <br /> = Sharp-Crested Vee/Trap Weir <br /> 0 <br /> '@ I I I <br /> m <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 Y <br /> 907 I I <br /> I I <br /> I I I <br /> I I I <br /> I I I <br /> I I I <br /> I I I <br /> Exfiltration <br /> 906 <br /> 0 2 4 6 8 10 12 14 16 18 <br /> Discharge (cfs) <br />