Laserfiche WebLink
25443 - SL MOUNDS VIEW - EXISTING <br /> 25443-EXISTING MSE 24-hr 3 2-YR Rainfall=2.83" <br /> Prepared by Civil Site Group Printed 12/16/2025 <br /> HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 11 <br /> Summary for Subcatchment EX3: EX3 - DRAINS EAST TO ADJ. PROP. <br /> Runoff = 0.01 cfs @ 12.18 hrs, Volume= 0.001 af, Depth= 1.12" <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 2-YR Rainfall=2.83" <br /> Area (sf) CN Description <br /> 0 98 Paved parking, HSG D <br /> 302 80 >75% Grass cover, Good, HSG D <br /> 302 Weighted Average <br /> 302 100.00% Pervious Area <br /> Tc Length Slope Velocity Capacity Description <br /> (min) (feet) (ft/ft) (ft/sec) (cfs) <br /> 10.0 Direct Entry, <br /> Subcatchment EX3: EX3 - DRAINS EAST TO ADJ. PROP. <br /> Hydrograph <br /> I -I--1 <br /> i I I i I I 1 1 I I i I i i I i 1 ❑Runoff <br /> 0.013 0.01 cfs <br /> --+--1-----�--+-- <br /> ------I-----+--+----------- <br /> MSE 24-hr 3 <br /> 0.012 1 I I I I <br /> I I I I <br /> 0.011 2-YR Rainfall=2.83" <br /> 0.01 1 I I I I I <br /> Runoff Area=302 sf <br /> 0.009 ' <br /> -;- 1--T--; --;-----R-unoff Volume=0.001 of <br /> 0.008 <br /> y <br /> 0.007 Runoff Depth=1 .12" <br /> _ I_ _L_ <br /> --- Tc_=10.0 min <br /> LL 0.006 I I j I I I I I - I I - I I � I <br /> I I I I I 1 I 0.005 CN=WQ <br /> I i I I i I I 1 I 1 I I i <br /> I i I I i I I 1 1 1 <br /> 0.004 I I 1 I I 1 1 1 <br /> -- --+--r---- --+----- - <br /> -r----t--r------- --*-- --I--------*- <br /> 0.003 <br /> I I I I I I 1 I 1 I i 1 <br /> - t - r -r - -1 <br /> 0.002 <br /> 0.001 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 />