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Section 6 46265 - LEUCI - JOHN CLENDON ROAD SUBDIVI Type 11 24-hr 50 YR STORM Rainfall=4.80" Prepared by {enter your company name here} Printed 9/7/2016 HydroCAD@ 9.10 s/n 03732 @ 2010 HydroCAD Software Solutions LLC Page 98 0.00' x 0.25' deep channel, n= 0.013 Asphalt, smooth Side Slope Z-value= 8.0 48.0 '/' Top Width= 14.00' Length= 68.0' Slope= 0.0518 T Inlet Invert= 497.00', Outlet Invert= 493.48' Summary for Reach WS3A: WINGSWALE Inflow Area = 0.508 ac, 25.18% Impervious, Inflow Depth = 0.72" for 50 YR STORM event Inflow = 0.5 cfs @ 12.02 hrs, Volume= 0.0 of Outflow = 0.4 cfs @ 12.04 hrs, Volume= 0.0 af, Atten= 2%, Lag= 0.8 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Max. Velocity= 3.32 fps, Min. Travel Time= 0.3 min Avg. Velocity = 1.54 fps, Avg. Travel Time= 0.7 min Peak Storage= 9 cf @ 12.03 hrs Average Depth at Peak Storage= 0.09' Bank-Full Depth= 0.25', Capacity at Bank-Full= 6.5 cfs 0.00' x 0.25' deep channel, n= 0.013 Side Slope Z-value= 8.0 24.0 7' Top Width= 8.00' Length= 68.0' Slope= 0.0518 '/' Inlet Invert= 497.00', Outlet Invert= 493.48' Summary for Reach WS4: WINGSWALE Inflow Area = 0.668 ac, 29.76% Impervious, Inflow Depth = 0.83" for 50 YR STORM event Inflow = 0.8 cfs @ 12.01 hrs, Volume= 0.0 of Outflow = 0.7 cfs @ 12.03 hrs, Volume= 0.0 af, Atten= 7%, Lag= 1.5 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Max. Velocity= 4.42 fps, Min. Travel Time= 0.8 min Avg. Velocity = 1.96 fps, Avg. Travel Time= 1.8 min 46265 - LEUCI -JOHN CLENDON ROAD SUBDIVI Type // 24-hr 50 YR STORM Rainfall=4.80" Prepared by {enter your company name here} Printed 9/7/2016 HydroCAD@ 9.10 s/n 03732 @ 2010 HydroCAD Software Solutions LLC Paae 99 Peak Storage= 37 cf @ 12.02 hrs Average Depth at Peak Storage= 0.10' Bank-Full Depth= 0.25', Capacity at Bank-Full= 7.9 cfs 0.00' x 0.25' deep channel, n= 0.013 Side Slope Z-value= 8.0 24.0 7' Top Width= 8.00' Length= 210.0' Slope= 0.0774 7' Inlet Invert= 490.00', Outlet Invert= 473.75' Summary for Reach WS4A: WINGSWALE Inflow Area = 0.614 ac, 21.21% Impervious, Inflow Depth = 0.51" for 50 YR STORM event Inflow = 0.2 cfs @ 12.11 hrs, Volume= 0.0 of Outflow = 0.2 cfs @ 12.13 hrs, Volume= 0.0 af, Atten= 4%, Lag= 1.4 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Max. Velocity= 3.34 fps, Min. Travel Time= 0.7 min Avg. Velocity = 1.77 fps, Avg. Travel Time= 1.3 min Peak Storage= 10 cf @ 12.12 hrs Average Depth at Peak Storage= 0.07' Bank-Full Depth= 0.25', Capacity at Bank-Full= 8.0 cfs 0.00' x 0.25' deep channel, n= 0.013 Side Slope Z-value= 8.0 24.0 7' Top Width= 8.00' Length= 142.0' Slope= 0.0792 7' Inlet Invert= 485.00', Outlet Invert=473.75' Summary for Reach wc5. 1AnNr_c1ArALE Inflow Area = 5.098 ac, 2.10% Impervious, Inflow Depth = 0.03" for 50 YR STORM event Inflow = 0.0 cfs @ 24.03 hrs, Volume= 0.0 of Outflow = 0.0 cfs @ 24.03 hrs, Volume= 0.0 af, Atten= 0%, Lag= 0.3 min 46265 - LEUCI - JOHN CLENDON ROAD SUBDIVI Type 11 24-hr 50 YR STORM Rainfall=4.80" Prepared by {enter your company name here} Printed 9/7/2016 HydroCAD®9.10 s/n 03732 @ 2010 HydroCAD Software Solutions LLC Page 100 Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Max. Velocity= 1.65 fps, Min. Travel Time= 0.5 min Avg. Velocity= 1.43 fps, Avg. Travel Time= 0.6 min Peak Storage= 1 cf @ 24.03 hrs Average Depth at Peak Storage= 0.03' Bank-Full Depth= 0.25', Capacity at Bank-Full= 7.4 cfs 0.00' x 0.25' deep channel, n= 0.013 Side Slope Z-value= 8.0 24.0 7' Top Width= 8.00' Length= 50.0' Slope= 0.0664 7' Inlet Invert= 470.00', Outlet Invert= 466.68' Summary for Reach WS5A: WINGSWALE Inflow Area = 0.233 ac, 35.75% Impervious, Inflow Depth = 1.06" for 50 YR STORM event Inflow = 0.4 cfs @ 12.00 hrs, Volume= 0.0 of Outflow = 0.4 cfs @ 12.01 hrs, Volume= 0.0 af, Atten= 3%, Lag= 0.6 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Max. Velocity= 3.49 fps, Min. Travel Time= 0.4 min Avg. Velocity= 1.49 fps, Avg. Travel Time= 0.9 min Peak Storage= 9 cf @ 12.00 hrs Average Depth at Peak Storage= 0.08' Bank-Full Depth= 0.25', Capacity at Bank-Full= 7.3 cfs 0.00' x 0.25' deep channel, n= 0.013 Side Slope Z-value= 8.0 24.0 7' Top Width= 8.00' Length= 82.0' Slope= 0.0649 T Inlet Invert=472.00', Outlet Invert= 466.68' 46265 - LEUCI - JOHN CLENDON ROAD SUBDIVI Type 11 24-hr 50 YR STORM Rainfall=4.80" Prepared by {enter your company name here} Printed 9/7/2016 HydroCAD@ 9.10 s/n 03732 @ 2010 HydroCAD Software Solutions LLC Page 101 Summary for Reach WS6: WINGSWALE Inflow Area = 1.622 ac, 13.08% Impervious, Inflow Depth = 0.34" for 50 YR STORM event Inflow = 0.2 cfs @ 12.37 hrs, Volume= 0.0 of Outflow = 0.2 cfs @ 12.42 hrs, Volume= 0.0 af, Atten= 1%, Lag= 3.1 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Max. Velocity= 2.03 fps, Min. Travel Time= 1.7 min Avg. Velocity= 1.33 fps, Avg. Travel Time= 2.5 min Peak Storage= 17 cf @ 12.39 hrs Average Depth at Peak Storage= 0.07' Bank-Full Depth= 0.25', Capacity at Bank-Full= 4.6 cfs 0.00' x 0.25' deep channel, n= 0.013 Side Slope Z-value= 8.0 24.0 7' Top Width= 8.00' Length= 203.0' Slope= 0.0264 T Inlet Invert= 462.00', Outlet Invert=456.65' Summary for Reach WS6A: WINGSWALE Inflow Area = 0.663 ac, 28.02% Impervious, Inflow Depth = 0.77" for 50 YR STORM event Inflow = 0.6 cfs @ 12.04 hrs, Volume= 0.0 of Outflow = 0.6 cfs @ 12.09 hrs, Volume= 0.0 af, Atten= 7%, Lag= 3.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Max. Velocity= 2.94 fps, Min. Travel Time= 1.5 min Avg. Velocity = 1.34 fps, Avg. Travel Time= 3.4 min Peak Storage= 56 cf @ 12.06 hrs Average Depth at Peak Storage= 0.1 V Bank-Full Depth= 0.25', Capacity at Bank-Full= 5.0 cfs 0.00' x 0.25' deep channel, n= 0.013 Side Slope Z-value= 8.0 24.0 7' Top Width= 8.00' Length= 271.0' Slope= 0.0308 7' Inlet Invert= 465.00', Outlet Invert= 456.65' 46265 - LEUCI - JOHN CLENDON ROAD SUBDIVI Type 1124-hr 50 YR STORM Rainfall=4.80" Prepared by {enter your company name here} Printed 9/7/2016 HydroCAD@ 9.10 s/n 03732 @ 2010 HydroCAD Software Solutions LLC Page 102 Summary for Pond 1AP: DW#2 Inflow Area = 0.401 ac, 46.73% Impervious, Inflow Depth = 1.52" for 50 YR STORM event Inflow = 0.9 cfs @ 12.02 hrs, Volume= 0.1 of Outflow = 0.2 cfs @ 12.22 hrs, Volume= 0.1 af, Atten= 74%, Lag= 11.7 min Discarded = 0.2 cfs @ 12.22 hrs, Volume= 0.1 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev= 494.60' @ 12.22 hrs Surf.Area= 0.008 ac Storage= 0.0 of Plug-Flow detention time= 19.2 min calculated for 0.1 of(100% of inflow) Center-of-Mass det. time= 19.2 min ( 883.3 - 864.1 ) Volume Invert Avail.Storage Storage Description #1 488.95' 0.0 of 10.00'D x 9.00'H Vertical Cone/Cylinder Z=1.0 0.1 of Overall - 0.0 of Embedded = 0.1 of x 40.0% Voids #2 489.95' 0.0 of 8.00'D x 8.00'H Vertical Cone/Cylinder Inside#1 0.0 of Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 488.95' 30.000 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.2 cfs @ 12.22 hrs HW=494.59' (Free Discharge) L1=Exfiltration (Exfiltration Controls 0.2 cfs) Summary for Pond 1 P: DW#1 Inflow Area = 1.042 ac, 14.12% Impervious, Inflow Depth = 0.26" for 50 YR STORM event Inflow = 0.1 cfs @ 12.71 hrs, Volume= 0.0 of Outflow = 0.1 cfs @ 12.73 hrs, Volume= 0.0 af, Atten= 0%, Lag= 0.7 min Discarded = 0.1 cfs @ 12.73 hrs, Volume= 0.0 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev=489.04' @ 12.73 hrs Surf.Area= 0.002 ac Storage= 0.0 of Plug-Flow detention time= 0.8 min calculated for 0.0 of(100% of inflow) Center-of-Mass det. time= 0.8 min ( 1,021.0 - 1,020.1 ) Volume Invert Avail.Storage Storage Description #1 488.95' 0.0 of 10.00'D x 9.00'H Vertical Cone/Cylinder Z=1.0 0.1 of Overall - 0.0 of Embedded = 0.1 of x 40.0% Voids #2 489.95' 0.0 of 8.00'D x 8.00'H Vertical Cone/Cylinder Inside#1 0.0 of Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 488.95' 30.000 in/hr Exfiltration over Surface area Qiscarded OutFlow Max=0.1 cfs @ 12.73 hrs HW=489.04' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.1 cfs) 46265 - LEUCI -JOHN CLENDON ROAD SUBDIVI Type // 24-hr 50 YR STORM Rainfall=4.80" Prepared by {enter your company name here} Printed 9/7/2016 HydroCAD®9.10 s/n 03732 @ 2010 HvdroCAD Software Solutions LLC Page 103 Summary for Pond 3AP: DW#4 &#6 Inflow Area = 0.508 ac, 25.18% Impervious, Inflow Depth = 0.72" for 50 YR STORM event Inflow = 0.4 cfs @ 12.04 hrs, Volume= 0.0 of Outflow = 0.2 cfs @ 12.18 hrs, Volume= 0.0 af, Atten= 59%, Lag= 8.4 min Discarded = 0.2 cfs @ 12.18 hrs, Volume= 0.0 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev= 484.50' @ 12.18 hrs Surf.Area= 0.006 ac Storage= 0.0 of Plug-Flow detention time= 4.0 min calculated for 0.0 of(100% of inflow) Center-of-Mass det. time= 4.0 min ( 915.5 - 911.5 ) Volume Invert Avail.Storage Storage Description #1 483.00' 0.0 of 10.00'D x 9.00'H Vertical Cone/Cylinder Z=1.0 x 2 0.1 of Overall - 0.0 of Embedded = 0.1 of x 40.0% Voids #2 484.00' 0.0 of 8.00'D x 8.00'H Vertical Cone/Cylinder x 2 Inside#1 0.1 of Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 483.00' 30.000 in/hr Exfltration over Surface area Discarded OutFlow Max=0.2 cfs @ 12.18 hrs HW=484.49' (Free Discharge) L1=Exfiltration (Exfiltration Controls 0.2 cfs) Summary for Pond 3P: DW#3 & #5 Inflow Area = 0.483 ac, 22.89% Impervious, Inflow Depth = 0.61" for 50 YR STORM event Inflow = 0.3 cfs @ 12.06 hrs, Volume= 0.0 of Outflow = 0.2 cfs @ 12.19 hrs, Volume= 0.0 af, Atten= 48%, Lag= 7.7 min Discarded = 0.2 cfs @ 12.19 hrs, Volume= 0.0 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev= 484.05' @ 12.19 hrs Surf.Area= 0.005 ac Storage= 0.0 of Plug-Flow detention time= 2.4 min calculated for 0.0 of(100% of inflow) Center-of-Mass det. time= 2.4 min ( 926.4 - 924.1 ) Volume Invert Avail.Storage Storage Description #1 483.00' 0.0 of 10.00'D x 9.00'H Vertical Cone/Cylinder Z=1.0 x 2 0.1 of Overall - 0.0 of Embedded = 0.1 of x 40.0% Voids #2 484.00' 0.0 of 8.00'D x 8.00'H Vertical Cone/Cylinder x 2 Inside#1 0.1 of Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 483.00' 30.000 in/hr Exfiltration over Surface area Qiscarded OutFlow Max=0.2 cfs @ 12.19 hrs HW=484.05' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.2 cfs) 46265 - LEUCI - JOHN CLENDON ROAD SUBDIVI Type 11 24-hr 50 YR STORM Rainfall=4.80" Prepared by (enter your company name here} Printed 9/7/2016 HydroCAD@ 9.10 s/n 03732 ©2010 HydroCAD Software Solutions LLC Page 104 Summary for Pond 4AP: DW#7 Inflow Area = 0.614 ac, 21.21% Impervious, Inflow Depth = 0.51" for 50 YR STORM event Inflow = 0.2 cfs @ 12.13 hrs, Volume= 0.0 of Outflow = 0.1 cfs @ 12.39 hrs, Volume= 0.0 af, Atten= 56%, Lag= 15.6 min Discarded = 0.1 cfs @ 12.39 hrs, Volume= 0.0 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev=465.21' @ 12.39 hrs Surf.Area= 148 sf Storage= 110 cf Plug-Flow detention time= 5.2 min calculated for 0.0 of (100% of inflow) Center-of-Mass det. time= 5.2 min ( 946.1 - 940.9 ) Volume Invert Avail.Storage Storage Description #1 463.34' 936 cf 10.00'D x 9.00'H Vertical Cone/Cylinder Z=1.0 2,743 cf Overall -402 cf Embedded = 2,340 cf x 40.0% Voids #2 464.34' 402 of 8.00'D x 8.00'H Vertical Cone/Cylinder Inside#1 1,338 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 463.34' 30.000 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.1 cfs @ 12.39 hrs HW=465.21' (Free Discharge) t1=Exfiltration (Exfiltration Controls 0.1 cfs) Summary for Pond 4P: DW #8 Inflow Area = 0.668 ac, 29.76% Impervious, Inflow Depth = 0.83" for 50 YR STORM event Inflow = 0.7 cfs @ 12.03 hrs, Volume= 0.0 of Outflow = 0.2 cfs @ 12.25 hrs, Volume= 0.0 af, Atten= 74%, Lag= 13.0 min Discarded = 0.2 cfs @ 12.25 hrs, Volume= 0.0 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev= 467.70' @ 12.25 hrs Surf.Area= 0.006 ac Storage= 0.0 of Plug-Flow detention time= 14.4 min calculated for 0.0 of(100% of inflow) Center-of-Mass det. time= 14.4 min ( 916.5 - 902.0 ) _Volume Invert Avail Storage Storage Description #1 463.34' 0.0 of 10.00'D x 9.00'H Vertical Cone/Cylinder Z=1.0 0.1 of Overall - 0.0 of Embedded = 0.1 of x 40.0% Voids #2 464.34' 0.0 of 8.00'D x 8.00'H Vertical Cone/Cylinder Inside#1 0.0 of Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 463.34' 30.000 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.2 cfs @ 12.25 hrs HW=467.70' (Free Discharge) t1=Exfiltration (Exfiltration Controls 0.2 cfs) 46265 - LEUCI - JOHN CLENDON ROAD SUBDIVI Type 11 24-hr 50 YR STORM Rainfall=4.80" Prepared by (enter your company name here) Printed 9/7/2016 HydroCAD@ 9.10 s/n 03732 ©2010 HvdroCAD Software Solutions LLC Page 105 Summary for Pond 5AP: DW#9 & DW#11 Inflow Area = 0.233 ac, 35.75% Impervious, Inflow Depth = 1.06" for 50 YR STORM event Inflow = 0.4 cfs @ 12.01 hrs, Volume= 0.0 of Outflow = 0.2 cfs @ 12.12 hrs, Volume= 0.0 af, Atten= 55%, Lag= 6.9 min Discarded = 0.2 cfs @ 12.12 hrs, Volume= 0.0 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev= 456.51' @ 12.12 hrs Surf.Area= 0.006 ac Storage= 0.0 of Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 3.4 min (887.9 - 884.5 ) Volume Invert Avail Storage Storage Description #1 455.24' 0.0 of 10.00'D x 9.00'H Vertical Cone/Cylinder Z=1.0 x 2 0.1 of Overall - 0.0 of Embedded = 0.1 of x 40.0% Voids #2 456.24' 0.0 of 8.00'D x 8.00'H Vertical Cone/Cylinder x 2 Inside#1 0.1 of Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 455.24' 30.000 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.2 cfs @ 12.12 hrs HW=456.49' (Free Discharge) t1=Exfiltration (Exfiltration Controls 0.2 cfs) Summary for Pond SIP: DW#10 & DW#12 Inflow Area = 5.098 ac, 2.10% Impervious, Inflow Depth = 0.03" for 50 YR STORM event Inflow = 0.0 cfs @ 24.03 hrs, Volume= 0.0 of Outflow = 0.0 cfs @ 24.04 hrs, Volume= 0.0 af, Atten= 0%, Lag= 0.5 min Discarded = 0.0 cis @ 24.04 hrs, Volume= 0.0 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev=455.25' @ 24.04 hrs Surf.Area= 0.004 ac Storage= 0.0 of Plug-Flow detention time= 0.8 min calculated for 0.0 of(100% of inflow) Center-of-Mass det. time= 0.8 min ( 1,233.1 - 1,232.2 ) Volume Invert Avail.Storage Storage Description #1 455.24' 0.0 of 10.00'D x 9.00'H Vertical Cone/Cylinder Z=1.0 x 2 0.1 of Overall - 0.0 of Embedded = 0.1 of x 40.0% Voids #2 456.24' 0.0 of 8.00'D x 8.00'H Vertical Cone/Cylinder x 2 Inside#1 0.1 of Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 455.24' 30.000 in/hr Exfiltration over Surface area Qiscarded OutFlow Max=0.1 cfs @ 24.04 hrs HW=455.25' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.1 cfs) 46265 - LEUCI - JOHN CLENDON ROAD SUBDIVI Type 1124-hr50 YR STORM Rainfall=4.80" Prepared by {enter your company name here) Printed 9/7/2016 HydroCADO 9.10 s/n 03732 @ 2010 HydroCAD Software Solutions LLC Page 106 Summary for Pond 6AP: DW#13 Inflow Area = 0.663 ac, 28.02% Impervious, Inflow Depth = 0.77" for 50 YR STORM event Inflow = 0.6 cfs @ 12.09 hrs, Volume= 0.0 of Outflow = 0.2 cfs @ 12.35 hrs, Volume= 0.0 af, Atten= 70%, Lag= 15.4 min Discarded = 0.2 cfs @ 12.35 hrs, Volume= 0.0 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev= 450.13' @ 12.35 hrs Surf.Area= 249 sf Storage= 330 cf Plug-Flow detention time= 12.9 min calculated for 0.0 of(100% of inflow) Center-of-Mass det. time= 12.8 min ( 924.2 - 911.3 ) Volume Invert Avail.Storage Storage Description #1 446.24' 936 cf 10.00'D x 9.00'H Vertical Cone/Cylinder Z=1.0 2,743 cf Overall -402 cf Embedded = 2,340 cf x 40.0% Voids #2 447.24' 402 cf 8.00'D x 8.00'H Vertical Cone/Cylinder Inside#1 1,338 cf Total Available Storage _Device Routing Invert Outlet Devices #1 Discarded 446.24' 30.000 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.2 cfs @ 12.35 hrs HW=450.13' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.2 cfs) Summary for Pond 6P: DW#14 Inflow Area = 1.622 ac, 13.08% Impervious, Inflow Depth = 0.34" for 50 YR STORM event Inflow = 0.2 cfs @ 12.42 hrs, Volume= 0.0 of Outflow = 0.1 cfs @ 12.93 hrs, Volume= 0.0 af, Atten= 36%, Lag= 30.2 min Discarded = 0.1 cfs @ 12.93 hrs, Volume= 0.0 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev= 448.31' @ 12.93 hrs Surf.Area= 0.004 ac Storage= 0.0 of Plug-Flow detention time= 6.3 min calculated for 0.0 of(100% of inflow) Center-of-Mass det. time= 6.3 min ( 994.8 - 988.5 ) Volume Invert Avail.Storage Storage Description #1 446.24' 0.0 of 10.00'D x 9.00'H Vertical Cone/Cylinder Z=1.0 0.1 of Overall - 0.0 of Embedded = 0.1 of x 40.0% Voids #2 447 24' 0.0 of 8.00'D x 8.00'H Vertical Cone/Cylinder Inside #1 0.0 of Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 446.24' 30.000 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.1 cfs @ 12.93 hrs HW=448.31' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.1 cfs) 46265 - LEUCI - JOHN CLENDON ROAD SUBDIVI Type //24-hr 50 YR STORM Rainfall=4.80" Prepared by {enter your company name here) Printed 9/7/2016 HydroCADO 9.10 s/n 03732 @ 2010 HvdroCAD Software Solutions LLC Paoe 107 Summary for Pond 7P: DW# 15 THRU #20 Inflow Area = 1.364 ac, 42.96% Impervious, Inflow Depth = 1.38" for 50 YR STORM event Inflow = 2.1 cfs @ 12.11 hrs, Volume= 0.2 of Outflow = 0.7 cfs @ 12.41 hrs, Volume= 0.2 af, Atten= 68%, Lag= 18.4 min Discarded = 0.7 cfs @ 12.41 hrs, Volume= 0.2 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev= 446.47' @ 12.41 hrs Surf.Area= 0.023 ac Storage= 0.0 of Plug-Flow detention time= 16.8 min calculated for 0.2 of(100% of inflow) Center-of-Mass det. time= 16.8 min ( 892.8 - 876.0 ) Volume Invert Avail Storage Storage Description #1 444.24' 0.3 of 10.00'D x 9.00'H Vertical Cone/Cylinder Z=1.0 x 6 0.4 of Overall - 0.1 of Embedded = 0.3 of #2 445.24' 0.1 of 8.00'D x 8.00'H Vertical Cone/Cylinder x 6 Inside#1 0.4 of Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 444.24' 30.000 in/hr Exfiltration over Surface area Qiscarded OutFlow Max=0.7 cfs @ 12.41 hrs HW=446.47' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.7 cfs) Summary for Pond INFIL.: REAR HOUSE ROOF Inflow Area = 0.022 ac,100.00% Impervious, Inflow Depth = 4.56" for 50 YR STORM event Inflow = 0.1 cfs @ 11.96 hrs, Volume= 0.0 of Outflow = 0.1 cfs @ 11.85 hrs, Volume= 0.0 af, Atten= 52%, Lag= 0.0 min Discarded = 0.1 cfs @ 11.85 hrs, Volume= 0.0 of Primary = 0.0 cfs @ 0.00 hrs, Volume= 0.0 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev= 0.67' @ 12.07 hrs Surf.Area= 0.002 ac Storage= 0.0 of Plug-Flow detention time= 2.2 min calculated for 0.0 of(100% of inflow) Center-of-Mass det. time= 2.2 min ( 746.9 - 744.6 ) Volume Invert Avail.Stora a Storage Description #1 0.00, 0.0 of 5.00'W x 20.001 x 3.50'H Prismatoid 0.0 of Overall - 0.0 of Embedded = 0.0 of x 40.0% Voids #2 0.00, 0.0 of Cultec C-100 x 2 Inside #1 Effective Size= 32.1"W x 12.0"H => 1.86 sf x 7.50'L = 14.0 cf Overall Size= 36.0"W x 12.5"H x 8 00'L with 0 50' Overlap 0.0 of Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 0.00' 30.000 in/hr Exfiltration over Surface area #2 Primary 3.50' 6.0"Vert. Orifice/Grate C= 0.600 46265 - LEUCI - JOHN CLENDON ROAD SUBDIVI Type 1124-hr 50 YR STORM Rainfall=4.80" Prepared by {enter your company name here} Printed 9/7/2016 HydroCAD®9.10 s/n 03732 @ 2010 HydroCAD Software Solutions LLC Page 108 Discarded OutFlow Max=0.1 cfs @ 11.85 hrs HW=0.06' (Free Discharge) 1=Exfltration (Exfiltration Controls 0.1 cfs) Zrimary OutFlow Max=0.0 cfs @ 0.00 hrs HW=0.00' (Free Discharge) 2=Orifice/Grate ( Controls 0.0 cfs) PRE & POST DEVELOPED CONDITIONS 100 YR DESIGN STORM 46265 - LEUCI - JOHN CLENDON ROAD SUBDI Type II 24-hr 100 YR STORM Rainfall=6.10" Prepared by {enter your company name here} Printed 9/7/2016 HydroCAD®9.10 s/n 03732 ©2010 HvdroCAD Software Solutions LLC Page 19 Time span=0.00-48.00 hrs, dt=0.05 hrs, 961 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: SUBCATCHMENT#1 - Runoff Area=252,264 sf 0.80% Impervious Runoff Depth=0.11" Flow Length=1,027' Tc=84.7 min CN=31 Runoff=0.1 cfs 0.1 of Subcatchment 2S: CENTRAL PORTION Runoff Area=1,019,531 sf 0.00% Impervious Runoff Depth=0.08" Flow Length=1.584' Tc=51.8 min CN=30 Runoff=0.2 cfs 0.2 of Subcatchment 3S: EAST PORTION OF Runoff Area=593,591 sf 0.00% Impervious Runoff Depth=0.08" Flow Length=925' Tc=45.0 min CN=30 Runoff=0.1 cfs 0.1 of Link 1 L: TOTAL OFFSITE RUNOFF Inflow=0.4 cfs 0.3 of Primary=0.4 cfs 0.3 of Link DP-1: NORTHWEST CORNER OFFSITE DESIGN POINT Inflow=0.1 cfs 0.1 of Primary=0.1 cfs 0.1 of Link DP-2: SOUTH OFFSITE DESIGN POINT Inflow=0.2 cfs 0.2 of Primary=0.2 cfs 0.2 of Link DP-3: EAST OFFSITE DESIGN POINT -TO INTERMITTENT STREAM Inflow=0.1 cfs 0.1 of Primary=0.1 cfs 0.1 of Total Runoff Area = 42.823 ac Runoff Volume= 0.3 of Average Runoff Depth = 0.09" 99.89% Pervious = 42.777 ac 0.11% Impervious = 0.046 ac 46265 - LEUCI - JOHN CLENDON ROAD SUBDI Type fl 24-hr 100 YR STORM Rainfall=6.10" Prepared by (enter your company name here} Printed 9/7/2016 HydroCAD®9.10 s/n 03732 ©2010 HydroCAD Software Solutions LLC Page 20 Summary for Subcatchment 1S: SUBCATCHMENT #1 - WEST SECTION Runoff = 0.1 cfs @ 16.29 hrs, Volume= 0.1 af, Depth= 0.11" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24-hr 100 YR STORM Rainfall=6.10" Area (sf) CN Description 250,241 30 Woods, Good, HSG A 2,023 98 Existing road at dead end 252,264 31 Weighted Average 250,241 99.20% Pervious Area 2,023 0.80% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (f/sec) (cfs) 59.7 150 0.0050 0.04 Sheet Flow, SHEET FLOW Woods: Light underbrush n= 0.400 P2= 2.40" 25.0 877 0.0137 0.59 Shallow Concentrated Flow, SHALLOW CONC. FLOW Woodland Kv= 5.0 fps 84.7 1,027 Total Summary for Subcatchment 2S: CENTRAL PORTION OF PARCEL Runoff = 0.2 cfs @ 18.24 hrs, Volume= 0.2 af, Depth= 0,08" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Typo 11 24-hr 100 YR STORM Rainfall=6.10" Area (sf) CN Description 1,019,531 30 Woods Good HSG A 1,019,531 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (fUft) (f/sec) (cfs) 31.4 150 0.0250 0.08 Sheet Flow, SHEET FLOW Woods: Light underbrush n= 0.400 P2= 2.40" 20.4 1,434 0.0550 1.17 Shallow Concentrated Flow, SHALLOW CONC. FLOW Woodland Kv= 5.0 fps 51.8 1,584 Total Summary for Subcatchment 3S: EAST PORTION OF DEVELOPED PARCEL Runoff = 0.1 cfs @ 18.05 hrs, Volume= 0.1 af, Depth= 0.08" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type 11 24-hr 100 YR STORM Rainfall=6.10" 46265 - LEUCI -JOHN CLENDON ROAD SUBDI Type 11 24-hr 100 YR STORM Rainfall=6.10" Prepared by {enter your company name here} Printed 9/7/2016 HydroCAD®9.10 s/n 03732 ©2010 HydroCAD Software Solutions LLC Pape 21 Area (sf) CN Description 593,591 30 Woods, Good, HSG A 593,591 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 34.3 150 0.0200 0.07 Sheet Flow, SHEET FLOW Woods: Light underbrush n= 0.400 P2= 2.40" 10.7 775 0.0581 1.21 Shallow Concentrated Flow, SHALLOW CONC. FLOW Woodland Kv= 5.0 fps 45.0 925 Total Summary for Link 1 L: TOTAL OFFSITE RUNOFF Inflow Area = 42.823 ac, 0.11% Impervious, Inflow Depth = 0.09" for 100 YR STORM event Inflow = 0.4 cfs @ 18.14 hrs, Volume= 0.3 of Primary = 0.4 cfs @ 18.14 hrs, Volume= 0.3 af, Atten= 0%, Lag= 0.0 min Primary outflow= Inflow, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Summary for Link DP-1: NORTHWEST CORNER OFFSITE DESIGN POINT Inflow Area = 5.791 ac, 0.80% Impervious, Inflow Depth = 0.11" for 100 YR STORM event Inflow = 0.1 cfs @ 16.29 hrs, Volume= 0.1 of Primary = 0.1 cfs @ 16.29 hrs, Volume= 0.1 af, Atten= 0%, Lag= 0.0 min Primary outflow= Inflow, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Summary for Link DP-2: SOUTH OFFSITE DESIGN POINT Inflow Area = 23.405 ac, 0.00% Impervious, Inflow Depth = 0.08" for 100 YR STORM event Inflow = 0.2 cfs @ 18.24 hrs, Volume= 0.2 of Primary = 0.2 cfs @ 18.24 hrs, Volume= 0.2 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.0048.00 hrs, dt= 0.05 hrs Summary for Link DP-3: EAST OFFSITE DESIGN POINT -TO INTERMITTENT STREAM Inflow Area = 13.627 ac, 0.00% Impervious, Inflow Depth = 0.08" for 100 YR STORM event Inflow = 0.1 cfs @ 18.05 hrs, Volume= 0.1 of Primary = 0.1 cfs @ 18.05 hrs, Volume= 0.1 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs 46265 - LEUCI - JOHN CLENDON ROAD SUBDI Type 11 24-hr 100 YR STORM Rainfall=6.10" Prepared by {enter your company name here} Printed 9/7/2016 HydroCADO 9.10 s/n 03732 ©2010 HydroCAD Software Solutions LLC Page 24 Time span=0.00-48.00 hrs, dt=0.05 hrs, 961 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 2S: SOUTH PORTION OF Runoff Area=594.209 sf 0.00% Impervious Runoff Depth=0.11" Flow Length=1,861' Tc=56.6 min CN=31 Runoff=0.2 cfs 0.129 of Subcatchment 8S: NORTHEAST PORTION Runoff Area=517.516 sf 0.00% Impervious Runoff Depth=0.11" Flow Length=778' Tc=33.1 min CN=31 Runoff=0.1 cfs 0.113 of Subcatchment 9S: NORTHWEST PORTION Runoff Area=196,780 sf 0.00% Impervious Runoff Depth=0.11" Flow Length=815' Tc=32.8 min CN=31 Runoff=0.1 cfs 0.043 of Link 1L: TOTAL OFFSITE RUNOFF Inflow=0.4 cfs 0.285 of Primary=0.4 cfs 0.285 of Link DP-1: DESIGN PT#1 - OFFSITE RUNOFF Inflow=0.1 cfs 0.043 of Primary=0.1 cfs 0.043 of Link DP-2: DESIGN PT#2 - OFFSITE RUNOFF Inflow=0.2 cfs 0.129 of Primary=0.2 cfs 0.129 of Link DP-3: DESIGN PT#3 - OFFSITE RUNOFF Inflow=0.1 cfs 0.113 of Primary=0.1 cfs 0.113 of Total Runoff Area = 30.039 ac Runoff Volume = 0.285 of Average Runoff Depth = 0.11" 100.00% Pervious = 30.039 ac 0.00%Impervious = 0.000 ac 46265 - LEUCI - JOHN CLENDON ROAD SUBDI Type 1124-hr 100 YR STORM Rainfall=6.10" Prepared by {enter your company name here} Printed 9/7/2016 HydroCAD®9.10 s/n 03732 ©2010 HydroCAD Software Solutions LLC Page 25 Summary for Subcatchment 2S: SOUTH PORTION OF DEVELOPED PARCEL Runoff = 0.2 cfs @ 15.90 hrs, Volume= 0.129 af, Depth= 0.11" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24-hr 100 YR STORM Rainfall=6.10" Area (sf) CN Description 137,989 36 >75% Grass cover, Good, HSG A 456,220 30 Woods, Good, HSG A 594,209 31 Weighted Average 594,209 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.8 100 0.0510 0.21 Sheet Flow, SHEET FLOW Grass: Short n= 0.150 P2= 2.40" 24.9 911 0.0593 0.61 Shallow Concentrated Flow, SHALLOW CONC. FLOW Forest w/Heavy Litter Kv= 2.5 fps 0.3 83 0.1084 4.94 Shallow Concentrated Flow, SHALLOW CONC FLOW Grassed Waterway Kv= 15.0 fps 23.6 767 0.0469 0.54 Shallow Concentrated Flow, SHALLOW CONC FLOW Forest w/Heavy Litter Kv= 2 5 fps 56.6 1,861 Total Summary for Subcatchment 8S: NORTHEAST PORTION OF DEVELOPED SECTION Runoff = 0.1 cfs @ 15.52 hrs, Volume= 0.113 af, Depth= 0.11" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type 11 24-hr 100 YR STORM Rainfall=6.10" Area (sf) CN Description 59,844 36 >75% Grass cover, Good, HSG A 457,672 30 Woods, Good, HSG A 517,516 31 Weighted Average 517,516 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 24.8 100 0.0200 0.07 Sheet Flow, SHEET FLOW Woods: Light underbrush n= 0.400 P2= 4.40" 8.3 678 0.0750 1.37 Shallow Concentrated Flow, SHALLOW CONC. FLOW Woodland Kv= 5.0 fps 33.1 778 Total 46265 - LEUCI - JOHN CLENDON ROAD SUBDI Type 11 24-hr 100 YR STORM Rainfall=6.10" Prepared by {enter your company name here} Printed 9/7/2016 HydroCAD® 9.10 s/n 03732 ©2010 HVdroCAD Software Solutions LLC Page 26 Summary for Subcatchment 9S: NORTHWEST PORTION OF DEVELOPED PARCEL Runoff = 0.1 cfs @ 15.51 hrs, Volume= 0.043 af, Depth= 0.11" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24-hr 100 YR STORM Rainfall=6.10" Area (sf) CN Description 36,565 36 >75% Grass cover, Good, HSG A 160,215 30 Woods Good HSG A 196,780 31 Weighted Average 196,780 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.2 100 0.0900 0.27 Sheet Flow, SHEET FLOW Grass: Short n= 0.150 P2= 2.40" 26.6 715 0.0080 0.45 Shallow Concentrated Flow, SHALLOW CONC. FLOW Woodland Kv= 5.0 fps _ 32.8 815 Total Summary for Link 1L: TOTAL OFFSITE RUNOFF Inflow Area = 30.039 ac, 0.00% Impervious, Inflow Depth = 0.11" for 100 YR STORM event Inflow = 0.4 cfs @ 15.66 hrs, Volume= 0.285 of Primary = 0.4 cfs @ 15.66 hrs, Volume= 0.285 af, Atten= 0%. Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Summary for Link DP-1: DESIGN PT #1 - OFFSITE RUNOFF Inflow Area = 4.517 ac, 0.00% Impervious, Inflow Depth = 0.11" for 100 YR STORM event Inflow = 0.1 cfs @ 15.51 hrs, Volume= 0.043 of Primary = 0.1 cfs @ 15.51 hrs, Volume= 0.043 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Summary for Link DP-2: DESIGN PT #2 - OFFSITE RUNOFF Inflow Area = 13.641 ac, 0.00% Impervious, Inflow Depth = 0.11" for 100 YR STORM event Inflow = 0.2 cfs @ 15.90 hrs, Volume= 0.129 of Primary = 0.2 cfs @ 15.90 hrs, Volume= 0.129 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0,00-48.00 hrs, dt= 0.05 hrs 46265 - LEUCI - JOHN CLENDON ROAD SUBDI Type/1 24-hr 100 YR STORM Rainfall=6.10" Prepared by {enter your company name here} Printed 9/7/2016 HydroCAD®9.10 s/n 03732 ©2010 HydroCAD Software Solutions LLC Page 27 Summary for Link DP-3: DESIGN PT #3 - OFFSITE RUNOFF Inflow Area = 11.881 ac, 0.00% Impervious, Inflow Depth = 0.11" for 100 YR STORM event Inflow = 0.1 cfs @ 15.52 hrs, Volume= 0.113 of Primary = 0.1 cfs @ 15.52 hrs, Volume= 0.113 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs 46265 - LEUCI - JOHN CLENDON ROAD SUBDI Type 11 24-hr 100 YR STORM Rainfall=6.10" Prepared by {enter your company name here} Printed 9/7/2016 HydroCADO 9.10 s/n 03732 ©2010 HydroCAD Software Solutions LLC Page 109 Time span=0.00-48.00 hrs, dt=0.05 hrs, 961 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1AS: NW SECTION OF Runoff Area=17,452 sf 46.73% Impervious Runoff Depth=2.42" Flow Length=80' Slope=0.0375 '/' Tc=7.4 min CN=65 Runoff=1.6 cfs 0.1 of Subcatchment 1 S: SW SECTION OF ROAD Runoff Area=45,380 sf 14.12% Impervious Runoff Depth=0.65" Flow Length=163' Tc=34.1 min CN=42 Runoff=0.3 cfs 0.1 of Subcatchment 3A: NORTH ROAD Runoff Area=22,120 sf 25.18% Impervious Runoff Depth=1.34" Flow Length=163' Tc=8.4 min CN=52 Runoff=1.0 cfs 0.1 of Subcatchment 3S: SOUTH ROAD Runoff Area=21,030 sf 22.89% Impervious Runoff Depth=1.19" Flow Length=195' Tc=9.9 min CN=50 Runoff=0.8 cfs 0.0 of Subcatchment 4AS: SOUTH ROAD Runoff Area=26,729 sf 21.21% Impervious Runoff Depth=1.05" Flow Length=291' Tc=13.6 min CN=48 Runoff=0.7 cfs 0.1 of Subcatchment 4S: NORTH ROAD Runoff Area=29,089 sf 29.76% Impervious Runoff Depth=1.50" Flow Length=326' Tc=7.2 min CN=54 Runoff=1.6 cfs 0.1 of Subcatchment 5AS: SOUTH ROAD Runoff Area=10,162 sf 35.75% Impervious Runoff Depth=1.82" Flow Length=147' Tc=7.0 min CN=58 Runoff=0.7 cfs 0.0 of Subcatchment 5S: NORTH ROAD Runoff Area=222,069 sf 2.10% Impervious Runoff Depth=0.19" Flow Length=757' Tc=30.1 min CN=33 Runoff=0.1 cfs 0.1 of Subcatchment 6A: SOUTH ROAD Runoff Area=28,872 sf 28.02% Impervious Runoff Depth=1.42" Flow Length=351' Tc=10.0 min CN=53 Runoff=1.3 cfs 0.1 of Subcatchment 6S: NORTH ROAD Runoff Area=70,650 sf 13.08% Impervious Runoff Depth=0.78" Flow Length=605' Tc=27.0 min CN=44 Runoff=0.7 cfs 0.1 of Subcatchment 7S: CUL DE SAC AREATO Runoff Area=59,432 sf 42.96% Impervious Runoff Depth=2.25" Flow Length=1,795' Tc=16.8 min CN=63 Runoff=3.6 cfs 0.3 of Subcatchment 10S: HOUSE ROOF Runoff Area=950 sf 100.00% Impervious Runoff Depth=5.86" Flow Length=l5' Slope=0.2500 '/' Tc=6.0 min CN=98 Runoff=0.2 cfs 0.0 of Reach WS1: WINGSWALE Avg. Flow Depth=0.08' Max Vet=1.49 fps Inflow=0.3 cfs 0.1 of n=0.013 L=178.0' S=0.0120 T Capacity=5.5 cfs Outflow=0.3 cfs 0.1 of Reach WS1A: WINGSWALE Avg. Flow Depth=0.15' Max Vet=2.40 fps Inflow=1.6 cfs 0.1 of n=0.013 L=122.0' S=0.0134 '/' Capacity=5.8 cfs Outflow=1.5 cfs 0.1 of Reach WS3: WINGSWALE Avg. Flow Depth=0.09' Max Vet=3.30 fps Inflow=0.8 cfs 0.0 of n=0.013 L=68.0' S=0.0518 '/' Capacity=11.4 cfs Outflow=0.8 cfs 0.0 of Reach WS3A: WINGSWALE Avg. Flow Depth=0.12' Max Vet=4.04 fps Inflow=1.0 cfs 0.1 of n=0.013 L=68.0' S=0.0518 '/' Capacity=6.5 cfs Outflow=l.0 cfs 0.1 of 46265 - LEUCI - JOHN CLENDON ROAD SUBDI Type 11 24-hr 100 YR STORM Rainfall=6.10" Prepared by {enter your company name here} Printed 9/7/2016 HydroCADO 9.10 sin 03732 ©2010 HydroCAD Software Solutions LLC Paoe 110 Reach WS4: WINGSWALE Avg. Flow Depth=0.14' Max Vet=5.29 fps Inflow=1.6 cfs 0.1 of n=0.013 L=210.0' S=0.0774 '/' Capacity=7.9 cfs Outflow=1.5 cfs 0.1 of Reach WS4A: WINGSWALE Avg. Flow Depth=0.10' Max Vet=4.34 fps Inflow=0.7 cfs 0.1 of n=0.013 L=142.0' S=0.0792 '/' Capacity=8.0 cfs Outflow=0.7 cfs 0.1 of Reach WS5: WINGSWALE Avg. Flow Depth=0.05' Max Vet=2.61 fps Inflow=0.1 cfs 0.1 of n=0.013 L=50.0' S=0.0664 '/' Capacity=7.4 cfs Outflow=0.1 cfs 0 1 of Reach WSSA: WINGSWALE Avg. Flow Depth=0.10' Max Vet=4.05 fps Inflow=0.7 cfs 0.0 of n=0.013 L=82.0' S=0.0649 '/' Capacity=7.3 cfs Outflow=0.7 cfs 0.0 of Reach WS6: WINGSWALE Avg. Flow Depth=0.12' Max Vet=2.89 fps Inflow=0.7 cfs 0.1 of n=0.013 L=203.0' S=0.0264 '/' Capacity=4.6 cfs Outflow=0.7 cfs 0.1 of Reach WS6A: WINGSWALE Avg. Flow Depth=0.15' Max Vet=3.57 fps Inflow=1.3 cfs 0.1 of n=0.013 L=271.0' S=0.0308 '/' Capacity=5.0 cfs Outflow=1.2 cfs 0.1 of Pond 1AP: DW#2 Peak Elev=496.94' Storage=0.0 of Inflow=1.5 cfs 0.1 of Outflow=0.4 cfs 0.1 of Pond 1P: DW#1 Peak Elev=492.39' Storage=0.0 of Inflow=0.3 cfs 0.1 of Outflow=0.2 cfs 0.1 of Pond 3AP: DW#4& #6 Peak EIev=486.25' Storage=0.0 of Inflow=1.0 cfs 0.1 of Outflow=0.3 cfs 0.1 of Pond 3P: DW#3 &#5 Peak EIev=485.63' Storage=0.0 of Inflow=0.8 cfs 0.0 of Outflow=0.3 cfs 0.0 of Pond 4AP: DW#7 Peak EIev=468.09' Storage=450 cf Inflow=0.7 cfs 0.1 of Outflow=0.2 cfs 0.1 of Pond 4P: DW#8 Peak EIev=470.79' Storage=0.0 of Inflow=1.5 cfs 0.1 of Outflow=0.3 cfs 0.1 of Pond 5AP: DW#9 & DW#11 Peak EIev=457.59' Storage=0.0 of Inflow=0.7 cfs 0.0 of Outflow=0.2 cfs 0.0 of Pond 5P: DW#10 & DW#12 Peak EIev=455.39' Storage=0.0 of Inflow=0.1 cfs 0.1 of Outflow=0.1 cfs 0.1 of Pond 6AP: DW#13 Peak EIev=453.22' Storage=848 cf Inflow=1.2 cfs 0.1 of Outflow=0.3 cfs 0.1 of Pond 6P: DW#14 Peak EIev=452.77' Storage=0.0 of Inflow=0.7 cfs 0.1 of Outflow=0.3 cfs 0.1 of Pond 7P: DW# 15 THRU #20 Peak EIev=447.83' Storage=0.1 of Inflow=3.6 cfs 0.3 of Outflow=1.0 cfs 0.3 of 46265 - LEUCI - JOHN CLENDON ROAD SUBDI Type 11 24-hr 100 YR STORM Rainfall=6.10" Prepared by (enter your company name here} Printed 9/7/2016 HydroCAD® 9.10 s/n 03732 © 2010 HydroCAD Software Solutions LLC Page 111 Pond INFIL.: REAR HOUSE ROOF Peak Elev=1.33' Storage=0.0 of Inflow=0.2 cfs 0.0 of Discarded=0.1 cfs 0.0 of Primary=0.0 cfs 0.0 of Outflow=0.1 cfs 0.0 of Total Runoff Area = 12.717 ac Runoff Volume = 0.9 of Average Runoff Depth = 0.89" 83.50% Pervious = 10.619 ac 16.50% Impervious = 2.098 ac 46265 - LEUCI -JOHN CLENDON ROAD SUBDI Type 11 24-hr 100 YR STORM Rainfall=6.10" Prepared by {enter your company name here} Printed 9/7/2016 HydroCAD® 9.10 s/n 03732 @ 2010 HydroCAD Software Solutions LLC Page 112 Summary for Subcatchment 1AS: NW SECTION OF ROAD Runoff = 1.6 cfs @ 11.99 hrs, Volume= 0.1 af, Depth= 2.42" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24-hr 100 YR STORM Rainfall=6.10" Area (sf) CN Description * 8,156 98 Roof, road & driveway * 9,296 36 >75% Grass cover, Good HSG A 17,452 65 Weighted Average 9,296 53.27% Pervious Area 8,156 46.73% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.4 80 0.0375 0.18 Sheet Flow, SHEET FLOW Grass: Short n= 0.150 P2= 2.40" Summary for Subcatchment 1S: SW SECTION OF ROAD Runoff = 0.3 cfs @ 12.42 hrs, Volume= 0.1 af, Depth= 0.65" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24-hr 100 YR STORM Rainfall=6.10" Area (sf) CN Description 6,409 98 Roofs, road & driveways * 20,521 36 >75% Grass cover, Good, HSG A 18,450 30 Woods Good, HSG A 45,380 42 Weighted Average 38,971 85.88% Pervious Area 6,409 14.12% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 32.7 100 0.0100 0.05 Sheet Flow, SHEET FLOW Woods: Light underbrush n= 0.400 P2= 2.40" 1.4 63 0.0240 0.77 Shallow Concentrated Flow, SHALLOW CONC FLOW Woodland Kv= 5.0 fps 34.1 163 Total Summary for Subcatchment 3A: NORTH ROAD SECTION TO DW#4 & #6 Runoff = 1.0 cfs @ 12.01 hrs, Volume= 0.1 af, Depth= 1.34" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type 11 24-hr 100 YR STORM Rainfall=6.10" 46265 - LEUCI - JOHN CLENDON ROAD SUBDI Type 11 24-hr 100 YR STORM Rainfall=6.10" Prepared by {enter your company name here} Printed 9/7/2016 HydroCADO 9.10 s/n 03732 @ 2010 HydroCAD Software Solutions LLC Page 113 Area (sf) CN Description 5,569 98 ROOF, DRIVEWAY & ROAD ' 16,551 36 >75% Grass cover, Good HSG A 22,120 52 Weighted Average 16,551 74.82% Pervious Area 5,569 25.18% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.1 95 0.0420 0.20 Sheet Flow, SHEET FLOW Grass: Short n= 0.150 P2= 2.40" 0.3 68 0.0290 3.46 Shallow Concentrated Flow, SHALLOW CONC FLOW Paved Kv= 20.3 fps _ 8.4 163 Total Summary for Subcatchment 3S: SOUTH ROAD SECTION TO DW # 3 & #5 Runoff = 0.8 cfs @ 12.04 hrs, Volume= 0.0 af, Depth= 1.19" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24-hr 100 YR STORM Rainfall=6.10" Area (sf) CN Description 4,813 98 Roof, road & paved parking, HSG A 16,217 36 >75% Grass cover, Good HSG A 21,030 50 Weighted Average 16,217 77.11% Pervious Area 4,813 22.89% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 9.6 100 0.0300 0.17 Sheet Flow, SHEET FLOW Grass: Short n= 0.150 P2= 2.40" 0.3 95 0.0530 4.67 Shallow Concentrated Flow, SHALLOW CONC. FLOW _ Paved Kv= 20.3 fps 9.9 195 Total Summary for Subcatchment 4AS: SOUTH ROAD SECTION TO DW#7 Runoff = 0.7 cfs @ 12.09 hrs, Volume= 0.1 af, Depth= 1.05" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type 11 24-hr 100 YR STORM Rainfall=6.10" 46265 - LEUCI - JOHN CLENDON ROAD SUBDI Type Il 24-hr 100 YR STORM Rainfall=6.10" Prepared by {enter your company name here} Printed 9/7/2016 HydroCAD®9.10 s/n 03732 ©2010 HvdroCAD Software Solutions LLC Page 114 Area (sf) CN Description 5,670 98 Roofs Road & driveways 15,996 36 >75% Grass cover, Good, HSG A 5,063 30 Woods, Good, HSG A 26,729 48 Weighted Average 21,059 78.79% Pervious Area 5,670 21.21% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (fUft) (ft/sec) (cfs) 13.0 100 0.1000 0.13 Sheet Flow, SHEET FLOW Woods: Light underbrush n= 0.400 P2= 2.40" 0.2 49 0.1000 4.74 Shallow Concentrated Flow, SHALLOW CONIC FLOW Grassed Waterway Kv= 15.0 fps 0.4 142 0.0704 5.39 Shallow Concentrated Flow, SHALLOW CONC FLOW Paved Kv= 20.3 fps 13.6 291 Total Summary for Subcatchment 4S: NORTH ROAD SECTION TO DW#8 Runoff = 1.6 cfs @ 12.00 hrs, Volume= 0.1 af, Depth= 1.50" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24-hr 100 YR STORM Rainfall=6.10" Area (sf) CN Description 20,433 36 >75% Grass cover, Good, HSG A 8,656 98 Roof, road & paved parking HSG A 29,089 54 Weighted Average 20,433 70.24% Pervious Area 8,656 29.76% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.5 100 0.0800 0.26 Sheet Flow, SHEET FLOW Grass: Short n= 0.150 P2= 2.40" 0.7 226 0.0750 5.56 Shallow Concentrated Flow, SHALLOW CONC. FLOW Paved Kv= 20.3 fps T2 326 Total Summary for Subcatchment 5AS: SOUTH ROAD SECTION TO DW#9 & #11 Runoff = 0.7 cfs @ 11.99 hrs, Volume= 0.0 af, Depth= 1.82" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type 11 24-hr 100 YR STORM Rainfall=6.10" 46265 - LEUCI - JOHN CLENDON ROAD SUBDI Type 11 24-hr 100 YR STORM Rainfall=6.10" Prepared by {enter your company name here} Printed 9/7/2016 HydroCAD® 9.10 s/n 03732 © 2010 HydroCAD Software Solutions LLC Page 115 Area (sf) CN Description 3,633 98 Roofs, road & driveways 6,529 36 >75% Grass cover, Good, HSG A 10,162 58 Weighted Average 6,529 64.25% Pervious Area 3,633 35,75% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.7 65 0,0310 0.16 Sheet Flow, SHEET FLOW Grass: Short n= 0.150 P2= 2,40" 0.3 82 0.0610 5.01 Shallow Concentrated Flow, SHALLOW CONC. FLOW Paved Kv= 20.3 fps 7.0 147 Total Summary for Subcatchment 5S: NORTH ROAD SECTION TO DW#10 & DW#12 Runoff = 0.1 cfs @ 13.41 hrs, Volume= 0.1 af, Depth= 0.19" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24-hr 100 YR STORM Rainfall=6.10" Area (sf) CN Description 4,667 98 Roof, road & paved parking, HSG A 65,644 36 >75% Grass cover, Good, HSG A 151,758 30 Woods, Good, HSG A 222,069 33 Weighted Average 217,402 97.90% Pervious Area 4,667 2.10% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 22.7 100 0.0250 0.07 Sheet Flow, SHEET FLOW Woods: Light underbrush n= 0.400 P2= 2.40" 6.2 364 0.0380 0.97 Shallow Concentrated Flow, SHALLOW CONC. FLOW Woodland Kv= 5.0 fps 1.0 244 0.0780 4.19 Shallow Concentrated Flow, SHALLOW CONC. FLOW Grassed Waterway Kv= 15.0 fps 0.2 49 0.0600 4.97 Shallow Concentrated Flow, SHALLOW CONC. FLOW Paved Kv= 20.3 fps 30.1 757 Total Summary for Subcatchment 6A: SOUTH ROAD SECTION TO DW#13 Runoff = 1.3 cfs @ 12.03 hrs, Volume= 0.1 af, Depth= 1.42" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type 11 24-hr 100 YR STORM Rainfall=6.10" 46265 - LEUCI - JOHN CLENDON ROAD SUBDI Type 1124-hr 100 YR STORM Rainfall=6.10" Prepared by (enter your company name here) Printed 9/7/2016 HydroCAD@ 9.10 s/n 03732 @ 2010 HvdroCAD Software Solutions LLC Paae 116 Area (sf) CN Description 8,090 98 Roof, road & driveways 20,782 36 >75% Grass cover, Good HSG A 28,872 53 Weighted Average 20,782 71.98% Pervious Area 8,090 28.02% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.7 80 0.0250 0.15 Sheet Flow, SHEET FLOW Grass: Short n= 0.150 P2= 2.40" 1.3 271 0.0280 3.40 Shallow Concentrated Flow, SHALLOW CONC. FLOW Paved Kv= 20.3 fps 10.0 351 Total Summary for Subcatchment 6S: NORTH ROAD SECTION TO DW#14 Runoff = 0.7 cfs @ 12.29 hrs, Volume= 0.1 af, Depth= 0.78" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24-hr 100 YR STORM Rainfall=6.10" Area (sf) CN Description 9,240 98 Roof, road & paved parking, HSG A 56,655 36 >75% Grass cover, Good, HSG A 4,755 30 Woods, Good, HSG A 70,650 44 Weighted Average 61,410 86.92% Pervious Area 9,240 13.08% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 24.8 100 0.0200 0.07 Sheet Flow, SHEET FLOW Woods: Light underbrush n= 0,400 P2= 2.40" 1.1 302 0.0960 4.65 Shallow Concentrated Flow, SHALLOW CONC FLOW Grassed Waterway Kv= 15.0 fps 1.1 203 0.0246 3.18 Shallow Concentrated Flow, SHALLOW CONC. FLOW Paved Kv= 20.3 fps 27.0 605 Total Summary for Subcatchment 7S: CUL DE SAC AREA TO DW # 15 THRU #20 Runoff = 3.6 cfs @ 12.10 hrs, Volume= 0.3 af, Depth= 2.25" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type 11 24-hr 100 YR STORM Rainfall=6.10" 46265 - LEUCI - JOHN CLENDON ROAD SUBDI Type 11 24-hr 100 YR STORM Rainfall=6.10" Prepared by {enter your company name here} Printed 9/7/2016 HydroCAD@ 9.10 s/n 03732 @ 2010 HydroCAD Software Solutions LLC Page 117 Area (sf) CN Description 25,533 98 Roof, road & paved parking, HSG A 33,899 36 >75% Grass cover, Good HSG A _ 59,432 63 Weighted Average 33,899 57.04% Pervious Area 25,533 42.96%" Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.2 100 0.0300 1.40 Sheet Flow, SHEET FLOW Smooth surfaces n= 0.011 P2= 2.40" 15.6 1,695 0.0080 1.82 Shallow Concentrated Flow, SHALLOW CONC. FLOW Paved Kv= 20.3 fps 16.8 1,795 Total Summary for Subcatchment 10S: HOUSE ROOF Runoff = 0.2 cfs @ 11.96 hrs, Volume= 0.0 af, Depth= 5.86" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24-hr 100 YR STORM Rainfall=6.10" Area (sf) CN Description 950 98 Unconnected roofs HSG A 950 100.00% Impervious Area 950 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.1 15 0.2500 2.24 Sheet Flow, SHEET FLOW Smooth surfaces n= 0.011 P2= 2.40" 0.1 15 Total, Increased to minimum Tc = 6.0 min Summary for Reach WS1: WINGSWALE Inflow Area = 1.042 ac, 14.12% Impervious, Inflow Depth = 0.65" for 100 YR STORM event Inflow = 0.3 cfs @ 12.42 hrs, Volume= 0.1 of Outflow = 0.3 cfs @ 12.48 hrs, Volume= 0.1 af, Atten= 1%, Lag= 3.7 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Max. Velocity= 1.49 fps, Min. Travel Time= 2.0 min Avg. Velocity = 0.87 fps, Avg. Travel Time= 3.4 min Peak Storage= 33 cf @ 12.45 hrs Average Depth at Peak Storage= 0.08' Bank-Full Depth= 0.25', Capacity at Bank-Full= 5.5 cfs 46265 - LEUCI - JOHN CLENDON ROAD SUBDI Type 11 24-hr 100 YR STORM Rainfall=6.10" Prepared by {enter your company name here} Printed 9/7/2016 HydroCAD@ 9.10 s/n 03732 ©2010 HvdroCAD Software Solutions LLC Facie 118 0.00' x 0.25' deep channel, n= 0.013 Asphalt, smooth Side Slope Z-value= 8.0 48.0 '/' Top Width= 14.00' Length= 178.0' Slope= 0.0120 '/' Inlet Invert= 501.50', Outlet Invert= 499.36' Summary for Reach WSIIA: WINGSWALE Inflow Area = 0.401 ac, 46.73% Impervious, Inflow Depth = 2.42" for 100 YR STORM event Inflow = 1.6 cfs @ 11.99 hrs, Volume= 0.1 of Outflow = 1.5 cfs @ 12.01 hrs, Volume= 0.1 af, Atten= 5%, Lag= 1.3 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Max. Velocity= 2.40 fps, Min. Travel Time= 0.8 min Avg. Velocity= 0.92 fps, Avg. Travel Time= 2.2 min Peak Storage= 81 cf @ 12.00 hrs Average Depth at Peak Storage= 0.15' Bank-Full Depth= 0.25', Capacity at Bank-Full= 5.8 cfs 0.00' x 0.25' deep channel, n= 0.013 Asphalt, smooth Side Slope Z-value= 8.0 48.0 '/' Top Width= 14.00' Length= 122.0' Slope= 0.0134 7' Inlet Invert= 501.00', Outlet Invert= 499.36' Summary for Reach WS3: WINGSWALE Inflow Area = 0.483 ac, 22.89% Impervious, Inflow Depth = 1.19" for 100 YR STORM event Inflow = 0.8 cfs @ 12.04 hrs, Volume= 0.0 of Outflow = 0.8 cfs @ 12.05 hrs, Volume= 0.0 af, Atten= 1%, Lag= 0.6 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Max. Velocity= 3.30 fps, Min. Travel Time= 0.3 min Avg. Velocity = 1.47 fps, Avg. Travel Time= 0.8 min Peak Storage= 16 cf @ 12.04 hrs Average Depth at Peak Storage= 0:09' Bank-Full Depth= 0.25', Capacity at Bank-Full= 11.4 cfs 46265 - LEUCI - JOHN CLENDON ROAD SUBDI Type 1124-hr 100 YR STORM Rainfall=6.10" Prepared by tenter your company name here} Printed 9/7/2016 HydroCAD®9.10 s/n 03732 @ 2010 HydroCAD Software Solutions LLC Page 119 0.00' x 0.25' deep channel, n= 0.013 Asphalt, smooth Side Slope Z-value= 8.0 48.0 T Top Width= 14.00' Length= 68.0' Slope= 0.0518 '/' Inlet Invert= 497.00', Outlet Invert= 493.48' Summary for Reach WS3A: WINGSWALE Inflow Area = 0.508 ac, 25.18% Impervious, Inflow Depth = 1.34" for 100 YR STORM event Inflow = 1.0 cfs @ 12.01 hrs, Volume= 0.1 of Outflow = 1.0 cfs @ 12.02 hrs, Volume= 0.1 af, Atten= 2%, Lag= 0.5 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Max. Velocity-- 4.04 fps, Min. Travel Time= 0.3 min Avg. Velocity = 1.75 fps, Avg. Travel Time= 0.6 min Peak Storage= 17 cf @ 12.02 hrs Average Depth at Peak Storage= 0.12' Bank-Full Depth= 0.25', Capacity at Bank-Full= 6.5 cfs 0.00' x 0.25' deep channel, n= 0.013 Side Slope Z-value= 8.0 24.07 Top Width= 8.00' Length= 68.0' Slope= 0.0518 '/' Inlet Invert= 497.00', Outlet Invert= 493.48' Summary for Reach WS4: WINGSWALE Inflow Area = 0.668 ac, 29.76% Impervious, Inflow Depth = 1.50" for 100 YR STORM event Inflow = 1.6 cfs @ 12.00 hrs, Volume= 0.1 of Outflow = 1.5 cfs @ 12.02 hrs, Volume= 0.1 af, Atten= 5%, Lag= 1.1 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Max. Velocity= 5.29 fps, Min. Travel Time= 0.7 min Avg. Velocity = 2.21 fps, Avg. Travel Time= 1.6 min 46265 - LEUCI - JOHN CLENDON ROAD SUBDI Type 11 24-hr 100 YR STORM Rainfall=6.10" Prepared by{enter your company name here) Printed 9/7/2016 HydroCADO 9.10 s/n 03732 ©2010 HydroCAD Software Solutions LLC Page 120 Peak Storage= 62 cf @ 12.01 hrs Average Depth at Peak Storage= 0.14' Bank-Full Depth= 0.25', Capacity at Bank-Full= 7.9 cfs 0.00' x 0.25' deep channel, n= 0.013 Side Slope Z-value= 8.0 24.0 7' Top Width= 8.00' Length= 210.0' Slope= 0.0774 '/' Inlet Invert= 490.00', Outlet Invert= 473.75' Summary for Reach WS4A: WINGSWALE Inflow Area = 0.614 ac, 21.21% Impervious, Inflow Depth = 1.05" for 100 YR STORM event Inflow = 0.7 cfs @ 12.09 hrs, Volume= 0.1 of Outflow = 0.7 cfs @ 12.10 hrs, Volume= 0.1 af, Atten= 1%, Lag= 1.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Max. Velocity-- 4.34 fps, Min. Travel Time= 0.5 min Avg. Velocity= 2.05 fps, Avg. Travel Time= 1.2 min Peak Storage= 22 cf @ 12.09 hrs Average Depth at Peak Storage= 0.10' Bank-Full Depth= 0.25', Capacity at Bank-Full= 8.0 cfs 0.00' x 0,25' deep channel, n= 0.013 Side Slope Z-value= 8.0 24.0 '/' Top Width= 8.00' Length= 142.0' Slope= 0.0792 T Inlet Invert= 485.00', Outlet Invert=473.75' SGmma�,fnr Pe=rh IA(CS. IA/IAI1-_CIA1A1 C Inflow Area = 5.098 ac, 2.10% Impervious, Inflow Depth = 0.19" for 100 YR STORM event Inflow = 0.1 cfs @ 13.41 hrs, Volume= 0.1 of Outflow = 0.1 cfs @ 13.42 hrs, Volume= 0.1 af, Atten= 0%, Lag= 0.5 min 46265 - LEUCI - JOHN CLENDON ROAD SUBDI Type 11 24-hr 100 YR STORM Rainfall=6.10" Prepared by {enter your company name here} Printed 9/7/2016 HydroCAD®9.10 s/n 03732 ©2010 HydroCAD Software Solutions LLC Page 121 Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Max. Velocity= 2.61 fps, Min. Travel Time= 0.3 min Avg. Velocity= 2.21 fps, Avg. Travel Time= 0.4 min Peak Storage= 2 cf @ 13.41 hrs Average Depth at Peak Storage= 0.05' Bank-Full Depth= 0.25', Capacity at Bank-Full= 7.4 cfs 0.00' x 0.25' deep channel, n= 0.013 Side Slope Z-value= 8.0 24.07 Top Width= 8.00' Length= 50.0' Slope= 0.0664 T Inlet Invert= 470.00', Outlet Invert= 466.68' Summary for Reach WS5A: WINGSWALE Inflow Area = 0.233 ac, 35.75% Impervious, Inflow Depth = 1.82" for 100 YR STORM event Inflow = 0.7 cfs @ 11.99 hrs, Volume= 0.0 of Outflow = 0.7 cfs @ 12.00 hrs, Volume= 0.0 af, Atten= 2%, Lag= 0.5 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Max. Velocity=4.05 fps, Min. Travel Time= 0.3 min Avg. Velocity= 1.65 fps, Avg. Travel Time= 0.8 min Peak Storage= 14 cf @ 12.00 hrs Average Depth at Peak Storage= 0.10' Bank-Full Depth= 0.25', Capacity at Bank-Full= 7.3 cfs 0.00' x 0.25' deep channel, n= 0.013 Side Slope Z-value= 8.0 24.0 7' Top Width= 8.00' Length= 82.0' Slope= 0.0649 T Inlet Invert=472.00', Outlet Invert= 466.68' 46265 - LEUCI - JOHN CLENDON ROAD SUBDI Type 1124-hr 100 YR STORM Rainfall=6.10" Prepared by {enter your company name here} Printed 9/7/2016 HydroCADO 9.10 sln 03732 @ 2010 HydroCAD Software Solutions LLC Page 122 Summary for Reach WS6: WINGSWALE Inflow Area = 1.622 ac, 13.08% Impervious, Inflow Depth = 0.78" for 100 YR STORM event Inflow = 0.7 cfs @ 12.29 hrs, Volume= 0.1 of Outflow = 0.7 cfs @ 12.32 hrs, Volume= 0.1 af, Atten= 1%, Lag= 2.1 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Max. Velocity= 2.89 fps, Min. Travel Time= 1.2 min Avg. Velocity= 1.57 fps, Avg. Travel Time= 2.1 min Peak Storage= 49 cf @ 12.31 hrs Average Depth at Peak Storage= 0.12' Bank-Full Depth= 0.25', Capacity at Bank-Full= 4.6 cfs 0.00' x 0.25' deep channel, n= 0.013 Side Slope Z-value= 8.0 24.0 7' Top Width= 8.00' Length= 203.0' Slope= 0.0264 '/' Inlet Invert= 462.00', Outlet Invert=456.65' Summary for Reach WS6A: WINGSWALE Inflow Area = 0.663 ac, 28.02% Impervious, Inflow Depth = 1.42" for 100 YR STORM event Inflow = 1.3 cfs @ 12.03 hrs, Volume= 0.1 of Outflow = 1.2 cfs @ 12.07 hrs, Volume= 0.1 af, Atten= 5%, Lag= 2.2 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Max. Velocity= 3.57 fps, Min. Travel Time= 1.3 min Avg. Velocity = 1.52 fps, Avg. Travel Time= 3.0 min Peak Storage= 98 cf @ 12.05 hrs Average Depth at Peak Storage= 0.15' Bank-Full Depth= 0.25', Capacity at Bank-Full= 5.0 cfs 0.00' x 0.25' deep channel, n= 0.013 Side Slope Z-value= 8.0 24.0 7' Top Width= 8.00' Length= 271.0' Slope= 0.0308 7' Inlet Invert=465.00', Outlet Invert= 456.65' 46265 - LEUCI - JOHN CLENDON ROAD SUBDI Type 11 24-hr 100 YR STORM Rainfall=6.10" Prepared by {enter your company name here) Printed 9/7/2016 HydroCAD®9.10 s/n 03732 ©2010 HydroCAD Software Solutions LLC Page 123 Summary for Pond 1AP: DW#2 Inflow Area = 0.401 ac, 46.73% Impervious, Inflow Depth = 2.42" for 100 YR STORM event Inflow = 1.5 cfs @ 12.01 hrs, Volume= 0.1 of Outflow = 0.4 cfs @ 12.22 hrs, Volume= 0.1 af, Atten= 76%, Lag= 12.3 min Discarded = 0.4 cfs @ 12.22 hrs, Volume= 0.1 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev=496.94' @ 12.22 hrs Surf.Area= 0.012 ac Storage= 0.0 of Plug-Flow detention time= 26.2 min calculated for 0.1 of (100% of inflow) Center-of-Mass det. time= 26.1 min ( 875.8- 849.6 ) Volume Invert Avail.Storage Storage Description #1 488.95' 0.0 of 10.00'D x 9.00'H Vertical Cone/Cylinder Z=1.0 0.1 of Overall - 0.0 of Embedded = 0.1 of x 40.0% Voids #2 489.95' 0.0 of 8.00'D x 8.00'H Vertical Cone/Cylinder Inside#1 0.0 of Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 488.95' 30.000 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.4 cfs @ 12.22 hrs HW=496.92' (Free Discharge) t1=Exfiltration (Exfiltration Controls 0.4 cfs) Summary for Pond 1 P: DW#1 Inflow Area = 1.042 ac, 14.12% Impervious, Inflow Depth = 0.65" for 100 YR STORM event Inflow = 0.3 cfs @ 12.48 hrs, Volume= 0.1 of Outflow = 0.2 cfs @ 12.99 hrs, Volume= 0.1 af, Atten= 44%, Lag= 30.2 min Discarded = 0.2 cfs @ 12.99 hrs, Volume= 0.1 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev= 492.39' @ 12.99 hrs Surf.Area= 0.005 ac Storage= 0.0 of Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 11.8 min ( 975.3 -963.4 ) Volume Invert Avail.Storage Storage Description #1 488.95' 0.0 of 10.00'D x 9.00'H Vertical Cone/Cylinder Z=1.0 0.1 of Overall - 0.0 of Embedded = 0.1 of x 40.0% Voids #2 489.95' 0.0 of 8.00'D x 8.00'H Vertical Cone/Cylinder Inside#1 0.0 of Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 488.95' 30.000 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.2 cfs @ 12.99 hrs HW=492.39' (Free Discharge) =1=Exfiltration (Exfiltration Controls 0.2 cfs) 46265 - LEUCI - JOHN CLENDON ROAD SUBDI Type 11 24-hr 100 YR STORM Rainfall=6.10" Prepared by (enter your company name here} Printed 9/7/2016 HydroCAD@ 9.10 s/n 03732 @ 2010 HvdroCAD Software Solutions LLC Page 124 Summary for Pond 3AP: DW#4 & #6 Inflow Area = 0.508 ac, 25.18% Impervious, Inflow Depth = 1.34" for 100 YR STORM event Inflow = 1.0 cfs @ 12.02 hrs, Volume= 0.1 of Outflow = 0.3 cfs @ 12.21 hrs, Volume= 0.1 af, Atten= 70%, Lag= 11.1 min Discarded = 0.3 cfs @ 12.21 hrs, Volume= 0.1 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev=486.25' @ 12.21 hrs Surf.Area= 0.010 ac Storage= 0.0 of Plug-Flow detention time= 10.8 min calculated for 0.1 of(100% of inflow) Center-of-Mass det. time= 10.8 min ( 896.6 - 885.8 ) Volume Invert Avail.Storage Storage Description #1 483.00' 0.0 of 10.00'D x 9.00'H Vertical Cone/Cylinder Z=1.0 x 2 0.1 of Overall - 0.0 of Embedded = 0.1 of x 40.0% Voids #2 484.00' 0.0 of 8.00'D x 8.00'H Vertical Cone/Cylinder x 2 Inside#1 0.1 of Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 483.00' 30.000 in/hr Exfiltration over Surface area Qiscarded OutFlow Max=0.3 cfs @ 12.21 hrs HW=486.24' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.3 cfs) Summary for Pond 3P: DW#3 & #5 Inflow Area = 0.483 ac, 22.89% Impervious, Inflow Depth = 1.19" for 100 YR STORM event Inflow = 0.8 cfs @ 12.05 hrs, Volume= 0.0 of Outflow = 0.3 cfs @ 12.24 hrs, Volume= 0.0 af, Atten= 66%, Lag= 11.4 min Discarded = 0.3 cfs @ 12.24 hrs, Volume= 0.0 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev= 485.63' @ 12.24 hrs Surf.Area= 0.008 ac Storage= 0.0 of Plug-Flow detention time= 8.5 min calculated for 0.0 of(100% of inflow) Center-of-Mass det. time= 8.5 min ( 903.4 - 894.9 ) Volume Invert Avail.Storage Storage Description #1 483.00' 0.0 of 10.00'D x 9.00'H Vertical Cone/Cylinder Z=1.0 x 2 0.1 of Overall - 0.0 of Embedded = 0.1 of x 40.0% Voids #2 484.00' 0.0 of 8.00'D x 8.00'H Vertical Cone/Cylinder x 2 Inside#1 0.1 of Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 483.00' 30.000 in/hr Exfltration over Surface area Qiscarded OutFlow Max=0.3 cfs @ 12.24 hrs HW=485.62' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.3 cfs) 46265 - LEUCI - JOHN CLENDON ROAD SUBDI Type 11 24-hr 100 YR STORM Rainfall=6.10" Prepared by {enter your company name here) Printed 9/7/2016 HydroCAD@ 9.10 sin 03732 @ 2010 HydroCAD Software Solutions LLC Page 125 Summary for Pond 4AP: DW#7 Inflow Area = 0.614 ac, 21.21% Impervious, Inflow Depth = 1.05" for 100 YR STORM event Inflow = 0.7 cfs @ 12.10 hrs, Volume= 0.1 of Outflow = 0.2 cfs @ 12.41 hrs, Volume= 0.1 af, Atten= 69%, Lag= 18.5 min Discarded = 0.2 cfs @ 12.41 hrs, Volume= 0.1 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev= 468.09' @ 12.41 hrs Surf.Area= 299 sf Storage= 450 cf Plug-Flow detention time= 16.0 min calculated for 0.1 of (100% of inflow) Center-of-Mass det. time= 16.0 min ( 923.3 -907.3 ) Volume Invert Avail.Storage Storage Description #1 463.34' 936 cf 10.00'D x 9.00'H Vertical Cone/Cylinder Z=1.0 2,743 cf Overall -402 cf Embedded = 2,340 cf x 40.0% Voids #2 464.34' 402 cf 8.00'D x 8.00'H Vertical Cone/Cylinder Inside#1 1,338 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 463.34' 30.000 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.2 cfs @ 12.41 hrs HW=468.09' (Free Discharge) t1=Exfiltration (Exfiltration Controls 0.2 cfs) Summary for Pond 4P: DW#8 Inflow Area = 0.668 ac, 29.76% Impervious, Inflow Depth = 1.50" for 100 YR STORM event Inflow = 1.5 cfs @ 12.02 hrs, Volume= 0.1 of Outflow = 0.3 cfs @ 12.24 hrs, Volume= 0.1 af, Atten= 78%, Lag= 13.7 min Discarded = 0.3 cfs @ 12.24 hrs, Volume= 0.1 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev= 470.79' @ 12.24 hrs Surf.Area= 0.011 ac Storage= 0.0 of Plug-Flow detention time= 24.7 min calculated for 0.1 of(100% of inflow) Center-of-Mass det. time= 24.7 min ( 903.6 - 878.9 ) Volume Invert Avail.Storage Storage Description #1 463.34' 0.0 of 10.00'D x 9.00'H Vertical Cone/Cylinder Z=1.0 0.1 of Overall - 0.0 of Embedded = 0.1 of x 40.0% Voids #2 464.34' 0.0 of 8.00'D x 8.00'H Vertical Cone/Cylinder Inside#1 0.0 of Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 463.34' 30.000 in/hr Wiltration over Surface area Discarded OutFlow Max=0.3 cfs @ 12.24 hrs HW=470.79' (Free Discharge) Z1=Exfiltration (Exfiltration Controls 0.3 cfs) 46265 - LEUCI - JOHN CLENDON ROAD SUBDI Type Il 24-hr 100 YR STORM Rainfall=6.10" Prepared by (enter your company name here} Printed 9/7/2016 HydroCAD@ 9.10 s/n 03732 ©2010 HydroCAD Software Solutions LLC Page 126 Summary for Pond 5AP: DW#9 & DW#11 Inflow Area = 0.233 ac, 35.75% Impervious, Inflow Depth = 1.82" for 100 YR STORM event Inflow = 0.7 cfs @ 12.00 hrs, Volume= 0.0 of Outflow = 0.2 cfs @ 12.15 hrs, Volume= 0.0 af, Atten= 66%, Lag= 8.8 min Discarded = 0.2 cfs @ 12.15 hrs, Volume= 0.0 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev= 457.59' @ 12.15 hrs Surf.Area= 0.008 ac Storage= 0.0 of Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 7.7 min ( 873.5- 865.8 ) Volume Invert Avail.Storaoe Storage Description #1 455.24' 0.0 of 10.00'D x 9.00'H Vertical Cone/Cylinder Z=1.0 x 2 0.1 of Overall - 0.0 of Embedded = 0.1 of x 40.0% Voids #2 456.24' 0.0 of 8.00'13 x 8.00'H Vertical Cone/Cylinder x 2 Inside#1 0.1 of Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 455.24' 30.000 in/hr Exfiltration over Surface area Drded OutFlow Max=0.2 cfs @ 12.15 hrs HW=457.59' (Free Discharge) tExfiiltration (Exfiltration Controls 0.2 cfs) Summary for Pond 5P: DW#10 & DW#12 Inflow Area = 5.098 ac, 2.10% Impervious, Inflow Depth = 0.19" for 100 YR STORM event Inflow = 0.1 cfs @ 13.42 hrs, Volume= 0.1 of Outflow = 0.1 cfs @ 13.70 hrs, Volume= 0.1 af, Atten= 1%, Lag= 16.8 min Discarded = 0.1 cfs @ 13.70 hrs, Volume= 0.1 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev=455.39' @ 13.70 hrs Surf.Area= 0.004 ac Storage= 0.0 of Plug-Flow detention time= 0.9 min calculated for 0.1 of(100% of inflow) Center-of-Mass det. time= 0.9 min ( 1,065.9- 1,065.0 ) Volume Invert Avail.Storage Storage Description #1 455.24' 0.0 of 10.00'D x 9.00'H Vertical Cone/Cylinder Z=1.0 x 2 0.1 of Overall -0.0 of Embedded = 0.1 of x 40.0% Voids #2 456.24' 0.0 of 8.00'D x 8.00'H Vertical Cone/Cylinder x 2 Inside#1 0.1 of Total Available Storage _Device Routing Invert Outlet Devices #1 Discarded 455.24' 30.000 in/hr Exfiltration over Surface area Qiscarded OutFlow Max=0.1 cfs @ 13.70 hrs HW=455.39' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.1 cfs) 46265 - LEUCI - JOHN CLENDON ROAD SUBDI Type 1124-hr 100 YR STORM Rainfall=6.10" Prepared by {enter your company name here} Printed 9/7/2016 HydroCADO 9.10 s/n 03732 @ 2010 HydroCAD Software Solutions LLC Page 127 Summary for Pond 6AP: DW#13 Inflow Area = 0.663 ac, 28.02% Impervious, Inflow Depth = 1.42" for 100 YR STORM event Inflow = 1.2 cfs @ 12.07 hrs, Volume= 0.1 of Outflow = 0.3 cfs @ 12.34 hrs, Volume= 0.1 af, Atten= 75%, Lag= 16.3 min Discarded = 0.3 cfs @ 12.34 hrs, Volume= 0.1 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev= 453.22' @ 12.34 hrs Surf.Area= 451 sf Storage= 848 cf Plug-Flow detention time= 23.3 min calculated for 0.1 of(100% of inflow) Center-of-Mass det. time= 23.3 min ( 909.8- 886.5 ) Volume Invert Avail.Storage Storage Description #1 446.24' 936 cf 10.00'D x 9.00'H Vertical Cone/Cylinder Z=1.0 2,743 cf Overall - 402 cf Embedded = 2,340 cf x 40.0% Voids _#2 447.24' 402 cf 8.00'D x 8.00'H Vertical Cone/Cylinder Inside#1 1,338 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 446.24' 30.000 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.3 cfs @ 12.34 hrs HW=453.22' (Free Discharge) t1=Exfiltration (Exfiltration Controls 0.3 cfs) Summary for Pond 6P: DW#14 Inflow Area = 1.622 ac, 13.08% Impervious, Inflow Depth = 0.78" for 100 YR STORM event Inflow = 0.7 cfs @ 12.32 hrs, Volume= 0.1 of Outflow = 0.3 cfs @ 12.85 hrs, Volume= 0.1 af, Atten= 58%, Lag= 31.8 min Discarded = 0.3 cfs @ 12.85 hrs, Volume= 0.1 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev= 452.77' @ 12.85 hrs Surf.Area= 0.010 ac Storage= 0.0 of Plug-Flow detention time= 23.4 min calculated for 0.1 of(100% of inflow) Center-of-Mass det. time= 23.4 min ( 965.3 - 941.9 ) Volume Invert Avail.Storage Storage Description #1 446.24' 0.0 of 10.00'D x 9.00'H Vertical Cone/Cylinder Z=1.0 0.1 of Overall - 0.0 of Embedded = 0.1 of x 40.0% Voids #2 447 24' 0.0 of 8.00'D x 8.00'H Vertical Cone/Cylinder Inside#1 0.0 of Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 446.24' 30.000 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.3 cfs @ 12.85 hrs HW=452.77' (Free Discharge) 1=Exfltration (Exfiltration Controls 0.3 cfs) 46265 - LEUCI - JOHN CLENDON ROAD SUBDI Type 11 24-hr 100 YR STORM Rainfall=6.10" Prepared by {enter your company name here} Printed 9/7/2016 HydroCAD@ 9.10 s/n 03732 @ 2010 HvdroCAD Software Solutions LLC Page 128 Summary for Pond 7P: DW# 15 THRU #20 Inflow Area = 1.364 ac, 42.96% Impervious, Inflow Depth = 2.25" for 100 YR STORM event Inflow = 3.6 cfs @ 12.10 hrs, Volume= 0.3 of Outflow = 1.0 cfs @ 12.45 hrs, Volume= 0.3 af, Atten= 73%, Lag= 21.1 min Discarded = 1.0 cfs @ 12.45 hrs, Volume= 0.3 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev= 447.83'@ 12.45 hrs Surf.Area= 0.032 ac Storage= 0.1 of Plug-Flow detention time= 27.3 min calculated for 0.3 of(100% of inflow) Center-of-Mass det. time= 27.3 min ( 888.1 - 860.8 ) Volume Invert Avail.Storage Storage Description #1 444.24' 0.3 of 10.00'D x 9.00'H Vertical Cone/Cylinder Z=1.0 x 6 0.4 of Overall - 0.1 of Embedded = 0.3 of #2 445.24' 0.1 of 8.00'D x 8.00'H Vertical Cone/Cylinder x 6 Inside#1 0.4 of Total Available Storage _Device Routing Invert Outlet Devices #1 Discarded 444.24' 30.000 in/hr Exfiltration over Surface area Qiscarded OutFlow Max=1.0 cfs @ 12.45 hrs HW=447.83' (Free Discharge) 1=Exfiltration (Exfiltration Controls 1.0 cfs) Summary for Pond INFIL.: REAR HOUSE ROOF Inflow Area = 0.022 ac,100.00% Impervious, Inflow Depth = 5.86" for 100 YR STORM event Inflow = 0.2 cfs @ 11.96 hrs, Volume= 0.0 of Outflow = 0.1 cfs @ 11.80 hrs, Volume= 0.0 af, Atten= 62%, Lag= 0.0 min Discarded = 0.1 cfs @ 11.80 hrs, Volume= 0.0 of Primary = 0.0 cfs @ 0.00 hrs, Volume= 0.0 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev= 1.33' @ 12.09 hrs Surf.Area= 0.002 ac Storage= 0.0 of Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 3.9 min ( 744.6 -740.7 ) Volume Invert Avail.Storage Storage Description #1 0.00, 0.0 of 5.00'W x 20.001 x 3.50'H Prismatoid 0.0 of Overall - 0.0 of Embedded = 0.0 of x 40.0% Voids #2 0.00, 0.0 of Cultec C-100 x 2 Inside#1 Effective Size= 32.1"W x 12.0"H => 1.86 sf x 7.501 = 14.0 cf Overall Size= 36.0"W x 12.5"H x 8.001 with 0 50' Overlap 0.0 of Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 0.00' 30.000 in/hr Exfiltration over Surface area #2 Primary 3.50' 6.0"Vert. Orifice/Grate C= 0.600 46265 - LEUCI - JOHN CLENDON ROAD SUBDI Type 1124-hr 100 YR STORM Rainfall=6.10" Prepared by {enter your company name here) Printed 9/7/2016 HydroCAD®9.10 s/n 03732 ©2010 HydroCAD Software Solutions LLC Page 129 Discarded OutFlow Max=0.1 cfs @ 11.80 hrs HW=0.06' (Free Discharge) =1=Exfiltration (Exfiltration Controls 0.1 cfs) Primary OutFlow Max=0.0 cfs @ 0.00 hrs HW=0.00' (Free Discharge) t2=Orifice/Grate ( Controls 0.0 cfs)