Laserfiche WebLink
25443 - SL MOUNDS VIEW - EXISTING <br /> 25443-EXISTING 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 22 <br /> Summary for Subcatchment EX2: EX2 - DRAINS WEST TO LONG LAKE RD <br /> Runoff = 0.32 cfs @ 12.18 hrs, Volume= 0.017 af, Depth= 2.23" <br /> Routed to Reach 2R : TOTAL EXISTING <br /> Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs <br /> MSE 24-hr 3 10-YR Rainfall=4.23" <br /> Area (sf) CN Description <br /> 0 98 Paved parking, HSG D <br /> 4,047 80 >75% Grass cover, Good, HSG D <br /> 4,047 Weighted Average <br /> 4,047 100.00% Pervious Area <br /> Tc Length Slope Velocity Capacity Description <br /> (min) (feet) (ft/ft) (ft/sec) (cfs) <br /> 10.0 Direct Entry, <br /> Subcatchment EX2: EX2 - DRAINS WEST TO LONG LAKE RD <br /> Hydrograph <br /> ------- -- -- -- ---- '-- I-- i -- --i--I-- -- -- ----- <br /> 0.36 ---I-- I-- -- --i-- <br /> 0.32 cfs - - a -+- -- - + --1 -a- - - I- ❑Runoff <br /> 1 I I I 1 <br /> 0.34- <br /> 0.32 I l l MSE 24-hr 3 <br /> 0.3 1 I 1 1 <br /> 0.28 10-YR Rainfall=4.23" <br /> 0.26 Runoff Area=4,047 sf <br /> 0.24 I 1 I I <br /> 0.22 Runoff Volume=0.017 of <br /> ^ --i - ----I I I I I 1 <br /> w 0.2 --- Ruinoff Depth-2.23`'__ <br /> V I I I 1 I I I I I I <br /> 3 0.18- _ I --I---I I 1 1 <br /> --� --- ---------- --------I--------1 ;--;-----1----- --LL T4'`=10.0 mid 0.16 -- ----- --I---I-- -- -- -----I---I <br /> ------------------------------ <br /> I 1 I I i I I I I i I I I I <br /> 0.14 I I 1 -�N=W T� <br /> - <br /> - -----r--r -r- - -- --T-----r--I-- -----r--------- <br /> 0.12 1 1 1 1 I I I I I <br /> 0.10.08 <br /> I J <br /> 1 I 1 I <br /> 0.06 I I 1 <br /> _J--J--_--L_-L____J__1__1_____I___I__J_____1_______J-_J--_-- <br /> 1 I 1 1 i i 1 I I I i 1 I I I I I <br /> 0.04 I I 1 <br /> --,-- -- --1---,------',-- -- -----1---1-- -----T--;--1---,-- -- -----I-- <br /> 0.02 <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 />