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25443 - SL MOUNDS VIEW - PROPOSED <br /> 25443-PROPOSED MSE 24-hr 3 2-YR Rainfall=2.83" <br /> Prepared by Civil Site Group Printed 12/16/2025 <br /> HydroCAD® 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 23 <br /> Pond 1 P: SOUTH FILTRATION BASIN 1 <br /> Hydrograph <br /> I I I I I I I I I I I <br /> I I I I I I I I i.7 Inflow <br /> 2.53 cfs I I I I I I p Primary <br /> Inflow;Are;a=0.905 'ac <br /> I I I I I I I I <br /> T Peok Elev=908.66' <br /> I I I I I I I I I <br /> 2 Storage-4,264 cf <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 1 <br /> I I I I I I I I I I I I <br /> y I I I I I I I I I I I I <br /> V 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 /> p I I I I I I I I I I I <br /> IL -y__t__r--I__y--t__h____y--t--*--I--y--*--h----y-------- <br /> 0.16 cfs <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 1 P: SOUTH FILTRATION BASIN 1 <br /> Stage-Discharge <br /> Broad-Crested Rectangular <br /> I I I I <br /> ❑Primary <br /> 911 I I I I <br /> I I I I <br /> I I I I <br /> I I I I <br /> I I I I <br /> I I I I I <br /> a <br /> Nw° 910 IIIIII SaIIIIII CeReIIIII <br /> ctangular IIII IIIIII <br /> sted Weir <br /> = 909 <br /> mSharp-Crested Vee/Trap Weiis <br /> > I I I <br /> N I I I I <br /> w I i I I I <br /> -------L---------------I--------I---------------J------- -------1--- <br /> I I I I I <br /> 908 I I I I I <br /> I I I I I <br /> I I I I I <br /> I I I I I <br /> I I I I I <br /> I I I I I <br /> - <br /> ------L------- -------I-------- <br /> I------- <br /> -------�------- -------�--- <br /> I I I I I <br /> 907 I I I I I <br /> I I I I I <br /> I I I I <br /> Exfiltration , <br /> 0 1 2 3 4 5 6 7 8 <br /> Discharge (cfs) <br />