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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 47 <br /> Summary for Reach 2R: TOTAL <br /> [40] Hint: Not Described (Outflow=Inflow) <br /> Inflow Area = 4.889 ac, 41.99% Impervious, Inflow Depth = 2.97" for 10-YR event <br /> Inflow = 14.43 cfs @ 12.23 hrs, Volume= 1.211 of <br /> Outflow = 14.43 cfs @ 12.23 hrs, Volume= 1.211 af, Atten= 0%, Lag= 0.0 min <br /> Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs <br /> Reach 2R: TOTAL <br /> Hydrograph <br /> --I---I-- -- ------- I-- -- --1-- -- -- ---- -- 1-- ------- -- -- ---- <br /> _I - ❑Inflow <br /> 16 1 <br /> 14.43 cfs I I I ❑Outflow <br /> 15 -?--r--1__---�--r--r--1--�- Inflow Area-- <br /> 4.889 ac <br /> I I 1 <br /> 14 I I 1 I I <br /> 1__L__I__J__J__L__L__I__J__1_ _1 <br /> 13 I I 1 <br /> -- r--r-- --I--1--r--r--,--�-- r-----,-- --- --r--I- <br /> - <br /> 1 2 1 1 1 1 1 I 1 I 1 I I 1 I 1 I 1 I <br /> 1 1 I I 1 I I I I I I I I I I 1 I 1 I I <br /> 10 1 <br /> I I I I I I 1 I 1 I I I I I 1 I I I <br /> - <br /> ---- <br /> - <br /> - <br /> VI I I 1 I I I 1 I I I I, --�--T--r--r--I--•t--r--r--r-�---r--r----y--�--r--I---I--�--r--r---- <br /> 3 8 1 1 1 I I 1 <br /> Q <br /> M 7 I 1 1 I I 1 1 I 1 I I 1 1 1 1 I I <br /> I I 1 1 I I I 1 1 1 I I 1 I 1 I I I I <br /> , <br /> I 1 1 1 I I I I 1 1 I I I I 1 I I I I I <br /> 5 � --i--�--r--r�-I--�--r--r--r-�--�--r--r-�--�--r--r--I--�--r--r-- <br /> I 1 1 I I I I I 1 1 I I I I 1 I I I <br /> q I I I I I 1 I <br /> I I I 1 1 I I I I I I I I 1 I I I I I <br /> 3 I 1 1 I I I 1 I I I I I 1 1 I I I I <br /> 1 1 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 />