2022 08 Drainage Report

2022-07-21 Existing Hydrology NOAA 24-hr D 2-Year Rainfall=3.44" 2022-07-21 Existing Hydrology NOAA 24-hr D 2-Year Rainfall=3.44" Prepared by Dynamic Engineering Printed 8/5/2022 Prepared by Dynamic Engineering Printed 8/5/2022 HydroCAD® 10.20-2d_s/n 08640 © 2021 HydroCAD Software Solutions LLC Page 9 “AD® 10.20-2d_ sin 08640 © 2021 Hi) “AD Software Solutions LLC Pi 1 Hydrograph for Subcatchment 1S: Mt. Pleasant Ave. - Imp. ‘Summary for Subcatchment 3S: Mt. Pleasant Ave. - Perv. Time Precip. Excess Runoff | Time Precip. Excess Runoff Runoff = 2.21 ofs@ 12.38 hrs, Volume= 0.295 af, Depth= 0.97" inches) (Inches) (cfs) Routed to Link 2L : Mt, Pleasant Ave. 52.00 3.44 3.21 0.00 Bed 4 2 naa Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs cam aaa eat eo NOAA 24-hrD 2-Year Rainfali=3.44’ 56.00 344 3.21 0.00 : 87.00 344 3.21 0.00 Area (sf)__CN Description 58.00 344 3.21 0,00 155,762 70 Woods, Good, HSG G 59.00 344 3.21 0,00 2,359 77 Woods, Good, HSG D Sung oan aor ae 749 74__>75% Grass cover, Good, HSG C r . 24 . 158,870 70 Weighted Average 62,00 3.44 3.21 0.00 ? he ean! aaa! St ae 158,870 10.00% Pervious Area Seep anes sal ne To Length Slope Velocity Capacity Description 66.00 344 3.21 0.00 (min) __(feet)__(fft) __(f'sec) (cfs) 6700 3443.21 0.00 242 100 0.0135 0.07 ‘Shoot Flow, Sheet Flow (AB) 68.00 3443.21 0.00 : Light underbrush n= 0.400 P2= 3.44" 69,00 344 3.21 0.00 06 145 0.0872 4.17 Shallow Concentrated Flow, SCF - Unpaved (BC) 70.00 3.44 3.21 0.00 Unpaved Kv= 16.1 fps 71.00 3.44 3.21 0,00 24.8 245 Total 72.00 3.44 3.21 0.00 - Subcatchment 3S: Mt. Pleasant Ave. - Per Hydrograph = NOAA 24-hr D 2-Year Rainfall=3.44" Runoff Area=158,870 sf Runoff Volume=0.295 af g Runoff Depth=0.97" i Flow Length=245' Tc=24.8 min CN=70 O24 G8 WO iets Wo Toad eM 2 2890323 3838404244 A0 860 2 EH 80 98.0 621468 697072 Time (hours

2022-07-21 Existing Hydrology Prepared by Dynamic Engineering HydroCAD® 10.20-2d s/n 08640 © 2021 HydroCAD Software Solutions LLC NOAA 24-hr D 2-Year Rainfall=3.44" Printed 8/5/2022 Time Precip. Excess Runoff Hydrograph for Subcatchment 3S: Mt. Pleasant Ave. - Perv. Time Precip. Excess Runoff 0.00 0.97 0.00 0.97 0.00 o.g7 0.00, 0.97 0.00, 0.97 0.00 097 0.00 0.97 0.00 0.97 0.00 0.97 0.00 0.97 0.00 og7 0.00 097 0.00 097 0.00 0.97 0.00 0.97 0.00 097 0.00 O97 0.00 0.97 0.00 0.97 0.00 0.97 0.00 0.97 0.00 og7 0.00 2022-07-21 Existing Hydrology Prepared by Dynamic Engineering H NOAA 24-hr D 2-Year Rainfall=3.44" Printed 8/5/2022 Summary for Link 2L; Mt. Pleasant Ave. Inflow Area = 3.709 ac, 1.67% Impervious, Inflow Depth= 1.01" for 2-Year event Inflow = = 2.33 cfs @ 12.38 hrs, Volume= 0.312 af Primary = 2.33 cfs @ 12.36 hrs, Volume= 0.312 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Link 2L: Mt. Pleasant Ave. Hydrograph Inflow Area=3.709 ac Flow (cfs) O26 w tone ta vo vu goss te 202820329 28 3 4042444040 0 24 BBE C0 EZ £4 0 O70 72 Time (hours)

2022-07-21 Existing Hydrology NOAA 24-hr D 2-Year Rainfall=3.44" 2022-07-21 Existing Hydrology NOAA 24-hr D10-Year Rainfall=5.22" Pronared by Dynamic Engineering Printed 9/5/2022 Prepared by Dynamic Engineering Printed 8/5/2022 roCAD® 10.20-2d sin 08640 © 2021 HydroCAD Software Solutions LLC 4 HydroCAD® 10.20-2d_ s/n 08640 © 2021 HydroCAD Software Solutions LLC 44 Hydrograph for Link 2L: Mt. Pleasant Ave. Time span=0,00-72.00 hrs, dt=0.05 hrs, 1441 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Time Inflow Elevation Primary | Time Inflow Elevation Primary Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method (hours) ___(efs)__(feet)_(efs) | (hours (ofs)__ (feet 0.00 x r 0.00 | 52.00 0.00 0.00 ‘Subcatchment 1S: Mt. Pleasant Ave. - Imp. Runoff Area=2,696 sf 10.00% Impervious Runoff Depth=4.98" 4.00 0.00 | 53.00 0.00 0.00 Flow Length=330' Tc=23.5 min CN=98 Runoff=0.19 cfs 0.026 af 2.00 0.00 | 54.00 0.00 0.00 au 5 “4 Pad 7 7 $ oy Subcatchment 3S: Mt. Pleasant Ave. - Perv. Runoff Area=158,870 sf 0.00% Impervious Runoff Depth=2.20" 5.00 0.00 57.00 0.00 0.00 Flow Length=245' Tc=24.8 min CN=70 Runoff=5.39 cfs 0.669 af ea oe ee ry Link 2L: Mt. Pleasant Ave. Inflow=5.58 cfs 0.695 af 8.00 0.00 60.00 0.00 0.00 Primary=5.58 cfs 0.695 af 3.00 o.01 | 61.00 0.00 0.00 10.00 01 | 6200 0.00 0.00 Total Runoff Area = 3.709 ac_ Runoff Volume = 0.695 af Average Runoff Depth = 2.25" 11.00 0.01 | 63.00 0.00 0.00 98.33% Pervious = 3.647 ac 1.67% Impervious = 0.062 ac 12.00 0.46 64.00 0.00 0.00 13,00 026 | 65.00 0.00 0.00 14.00 0.37 66.00 0.00 0.00 15.00 0.26 67.00 0.00 0.00 16.00 0.20 | 68,00 000 0.00 47,00 0.18 69.00 0.00 0.00 18.00 0.14 70.00 0.00 0.00 19.00 0.13 71.00 0.00 0.00 20.00 0.12 72,00 0.00 0.00 21.00 ont 22.00 0.11 23,00 0.10 24.00 0.09 25.00 0,00 26.00 0.00 27.00 0.00 28.00 0.00 29,00 0.00 30.00 0.00 31.00 0.00 32.00 0.00 33.00 0.00 34.00 0.00 35.00 0.00 36.00 0.00 37.00 0,00 38.00 0.00 39,00 0.00 40.00 0.00 41.00 0.00 42.00 0.00 43.00 0.00 44.00 0.00 45.00 0.00 46.00 0.00 47.00 0.00 48.00 0.00 49.00 0.00 50.00 0.00 51,00 0.00

2022-07-21 Existing Hydrology NOAA 24-hrD 10-Year Rainfall=5.22" Prepared by Dynamic Engineering Printed 8/5/2022 HydroCAD® 10.20-2d s/n 08640 © 2021 HydroCAD Software Solutions LLC P: 4 Summary for Subcatchment 1S: Mt. Pleasant Ave. - Imp. Runoff = 0.19 cfs @ 12.33 hrs, Volume= 0.026 af, Depth= 4.98" Routed to Link 2L : Mt. Pleasant Ave. Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs NOAA 24-hr D 10-Year Rainfall=5.22" Area (sf) CN Description 2,345 98 Unconnected pavement, HSG C '351__98__Unconnected pavement, HSG B 2,696 98 Weighted Average 2.696 10.00% Impervious Area 2.696 4100.00% Unconnected Te Length Slope Velocity Capacity Description (min) _(feet)__(fft)__(f/sec) (cfs) 22.4 100 0.0165 0.07 ‘Sheet Flow, Sheet Flow (AB) Woods: Light underbrush n= 0.400 P2= 3.44" 14 230 0.0489 3.56 Shallow Concentrated Flow, SCF - Unpaved (BC) Unpaved _Kv= 16.1 fps 23.5 330 Total ‘Subcatchment 1S: Mt. Pleasant Ave. - Imp. Hydrograph NOAA 24-hr D 10-Year Rainfall=5.22"- Runoff Area=2,696 sf Runoff Volume=0.026 af Runoff Depth=4.98" Flow Length=330° Tc=23.5 min CN=98 Og H GO tote Vs 46 toa aes 2 28 9092 9 9 3 4042 4448480 BE 04 G6 £060 204 COS 7072 Time 2022-07-21 Exi: ing Hydrology Prepared by Dynamic Engineering NOAA 24-hr D 10-Year Rainfall=5.22" Printed 8/5/2022 HydroCAD® 10.20-2d sin 08640 © 2021 HydroCAD Software Solutions LLC. Page 16 Hydrograph for Subcatchment 1S: Mt. Pleasant Ave. - Imp. Time Precip. Excess Time Precip. Excess Runoff (fs)

2022-07-21 Existing Hydrology NOAA 24-hrD 10-Year Rainfall=5.22" 2022-07-21 Existing Hydrology NOAA 24-hr D 10-Year Rainfall=5.22" Prepared by Dynamic Engineering Printed 9/5/2022 Prepared by Dynamic Engineering Printed 8/5/2022 HydroCAD® 10.20-2d s/n 08640 © 2021 HydroCAD Software Solutions LLC. Page 17 ifoCAD@ 10.20.24 s/n 08640 © 2021 HydroCAD Software Solutions LLC Page 18 Summary for Subcatchment 3S: Mt. Pleasant Ave. - Perv. Hydrograph for Subcatchment 3S: Mt. Pleasant Ave. - Perv. Runoff = —5.39cfs@ 12.37 hrs, Volume= 0.669 af, Depth= 2.20" Rouled to Link 2L : Mt. Pleasant Ave. Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs ao ee teed fect || cre aa NOR 2st D/10svea alntall-5:22 3.00 0.20 © 0.00 0.00 | 3500 522 220 0.00 H 4.00 0.27 0.00 0.00 56.00 6.22 2.20 0.00 Area (sf)_CN__Description 5.00 0.36 0.00 ooo | 57.00 522 2.20 0.90 155,762 70 Woods, Good, HSG C 6.00 045 0.00 0.00 | 5800 522 220 0.00 2,359 77 Woods, Good, HSG D 7.00 0.85 0.00 0.00 | 59.00 522 220 0.00 749 74 _>75% Grass cover, Good, HSG C. 800 0.68 0.00 0.00 | 60.00 522 220 0.00 9.00 0.83 0.00 000 | 6100 522 220 0.00 Assiery, 170 TWelgiied|fwateae 40.00 1.03 0.01 0.03 | 6200 522 220 0.00 158,870 4100.00% Pervious Area feos tae abs facil eaoo son 220 ae e set 12.00 2.50 0.46 141 64.00 5.22 2.20 0.00 Te Length Slope Velocity Capacity Description 13.00 386 1.24 176 | 6500 522 2.20 0.00 (min) (feet) _(ft/ft)_(fl/sec) (cfs) 14.00 4.19 1.45 0.72 | 66.00 5.22 2.20 0.00 24.2 100 0.0135 0.07 Sheet Flow, Sheet Flow (AB) 1600 439 © 1.60 050 | 6700 522 220 0.00 Woods: Light underbrush n= 0.400 P2= 3.44" 1600 454 1:70 039 | 6800 522 220 0.00 06 145 0.0672 417 ‘Shallow Concentrated Flow, SCF - Unpaved (BC) 17.00 4.67 1.80 0.33 69.00 5.22 2.20 0.00 Unpaved Kv= 16.1 fps 1800 4.77 1.87 027 | 70.00 522 2.20 0.00 248 245 Total 19.00 4.86 1.94 0.24 71.00 5.22 2.20 0.00 ~ 20.00 4.95 2.00 0.22 72.00 5.22 2.20 0.00 21.00 502 21 021 Subcatchment 3S: Mt. Pleasant Ave. - Perv. 22.00 5.09 0.19 23.00 5.16 0.18 a 24.00 522 016 ° 25.00 5.22 0.00 [=] 26.00 5.22 0.00 27.00 5.22 0,00 J NOAA 24-hr D. 200 522 2.00 10-Year Rainfall=5.22' aaa eg ‘ Runoff-Area=158,870-sf 3100 9.22 990 Runoff Volume=0.669 af 33.00 5.22 0.00 r = 0 34.00 5.22 0.00 g E Runoff Depth=2.20 Soo Boe O00 i =245" 36.00 5.22 0.00 @ Flow Length=245' om eae oon i Tc=24.8 min 38.00 5.22 0.00 _ 39.00 5.22 0.00 CN=70

noff Volume=0.669 af 33.00 5.22 0.00 r = 0 34.00 5.22 0.00 g E Runoff Depth=2.20 Soo Boe O00 i =245" 36.00 5.22 0.00 @ Flow Length=245' om eae oon i Tc=24.8 min 38.00 5.22 0.00 _ 39.00 5.22 0.00 CN=70 40.00 5.22 0.00 41,00 5.22 0.00 1 42.00 5.22 0.00 43.00 5.22 0.00 44.00 5.22 0.00 ot 45.00 5,22 0.00 0 2 4 B B 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38-40 42 44 46 48 50 52 St 56 58.60 G2 64 66 68.70 72 46.00 5.22 0.00 Time (nous) 47.00 5:22 0.00 4800 5.22 0.00 49.00 5.22 0.00 50.00 5.22 0.00 51.00 5.22 0.00

2022-07-21 Existing Hydrology NOAA 24-hr D 10-Year Rainfall=5.22" 2022-07-21 Existing Hydrolo: NOAA 24-hr D 10-Year Rainfall=5.22" 1g Hy gy Prepared by Dynamic Engineering Printed 8/5/2022 Prepared by Dynamic Engineering Printed 8/5/2022 HydroCAD® 10.20.24 sin 08640 © 2021 HydroCAD Software Solutions LLC Page 19 410.20-24_ sin 08640 ©2021 HydroCAD Software Solutions LLC P: Summary for Link 2L: Mt. Pleasant Ave. Hydrograph for Link 2L: Mt. Pleasant Ave. Inflow Area = 3.709 ac, 1.67% Impervious, Inflow Depth= 2.25" for 10-Year event Time Inflow Elevation Primary Time Inflow Elevation Primary Inflow = 5.58 ofs @ 12.36 hrs, Volume= 0.695 af host lest ae (cfs) oust {cfs fet {cs} Primary 5.58.cis@ 12.36 hrs, Volume 0.695 af, Atten= 0%, Lag= 0.0 min red poe ae —_ coo ee oa it a = 2.00 0.00 0.00 54,00 0.00 0.00 0.00 Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Son at Pao rod fies taieo, too 7 4.00 0.00 0.00 56.00 0.00 0.00 0.00 Link 2L: Mt. Pleasant Ave. 5.00 0.00 0.00 87.00 0.00 0.00 0.00 6.00 0.00 0.00 58.00 0.00 0.00 0.00 iucoorarh 7.00 Oot 0.00 59.00 000 © 9.00 0.00 8.00 0.01 0.00 60.00 0.00 0.00 0.00 é (ie) 3.00 901 0.00 61.00 299 9.00 0.00 = 10.00 1.05, 0.00 62.00 0.00 0,00 Inflow Area=3.709 ac 11.00 021 0.00 63,00 0.00 0,00 0.00 12,00 1.49, 0.00 64,00 0.00 0.00 0.00 & 13,00 1.80 0.00 65.00 0.00 0.00 0.00 14.00 0.74 0.00 66.00 0.00 0.00 0.00 15,00 0.51 0.00 67.00 0.00 0.00 0.00 ‘ 16.00 033 0.00 68.00 0.00 0.00 0.00 z 17.00 0.34 0.00 69.00 0.00 0.00 0.00 & 18.00 0.28 0.00 70.00 0.00 0.00 0.00 24 19,00 0.24 0.00 71,00 0.00 0.00 0.00 = 20.00 023 0.00 72.00 0.00 © 0.00 0.00 21.00 0.24 0.00 2 22.00 0.20 0.00 23,00 0.18 0.00 24.00 017 0.00 25.00 0.00 0.00 26.00 0.00 0.00 27.00 0.00 0.00 o- 28.00 0.00 0.00 D2 A 6B {OTT OVO I 2620-9022 34 30.3840 42 44 46 4080 6264 8680.0) G2 6405 6870 72 29.00 000 © 0.00 Time (hours) 30.00 0.00 0.00 31.00 0.00 0.00 32.00 0.00 0.00 33,00 0.00 0.00 34,00 0.00 0.00 35,00 0,00 0.00 36.00 0,00 0.00 37.00 0.00 0.00 38.00 0.00 © 0.00 39.00 0.00 0.00 40.00 0.00 0.00 41,00 0.00 0.00 42.00 0.00 0.00 43.00 0.00 0,00 44.00 0.00 0.00 45.00 0.00 0.00 46.00 0.00 0.00 47.00 0.00 0.00 48.00 0.09 © 0.00 49.00 0.00 0.00 50.00 0.00 0.00 51.00 0.00 0.00

2022-07-21 Existing Hydrology NOAA 24-hr D 100-Year Rainfall=8.66" Prepared by Dynamic Engineering Printed 8/5/2022 HydroGAD® 10,20-2d s/n 08640 © 2021 HydroCAD Software Solutions LLC Page 21 Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method ‘Subcatchment 1S: Mt. Pleasant Ave. - Imp. Runoff Are: 696 sf 100.00% Impervious Runoff Depth=8.42" Flow Length=: ‘To=23.5 min CN=98 Runoff=0.32 cfs 0.043 af ‘Subcatchment 3S: Mt. Pleasant Ave. - Perv. Runoff Area=158,870 sf 0.00% Impervious Runoff Depth=5.04" Flow Length=245' Tc=24.8 min CN=70 Runoff=12.53 cfs 1.531 af Link 2L: Mt. Pleasant Ave. Inflow=12.84 cfs 1.574 af Primary=12.84 cfs 1.574 af Total Runoff Area = 3.709 ac_Runoff Volume = 1.574 af Average Runoff Depth = 5.09" ‘98.33% Pervious = 3.647 ac 1.67% Impervious = 0.062 ac 2022-07-21 Existing Hydrology NOAA 24-hr D 100-Year Rainfall=8.66" Prepared by Dynamic Engineering Printed 8/5/2022 HydroCAD® 10.20-2d s/n 08640 © 2021 HydroCAD Software Solutions LLC Page 22 Summary for Subcatchment 1S; Mt. Pleasant Ave. - Imp. Runoff = 0.32 cfs @ 12.32 hrs, Volume= 0.043 af, Depth= 8.42" Routed to Link 2L : Mt. Pleasant Ave. Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs NOAA 24-hr D 100-Year Rainfall=8.66" ‘Area (sf) __CN__ Description 2,345 98 + Unconnected pavement, HSG C 351 98 _Unconnected pavement, HSG B 2,696 98 Weighted Average 2,696 10.00% Impervious Area 2,696 100,00% Unconnected Te Length Slope Velocity Capacity Description (min) (feet) _(ft/t)_(ftiseo)_(cs) 224 100 0.0165 0.07 14 230 0.0489 «3.56 ‘Sheet Flow, Sheet Flow (AB) Woods: Light underbrush n= 0.400 P2= 3.44" Shallow Concentrated Flow, SCF - Unpaved (BC) Unpaved _Kv= 16.1 fps 23.5 330 Total Subcatchment 1S: Mt. Pleasant Ave. - Imp. Hydrograph 038 Lom ve NOAA 24-hr D Sad 100-Year Rainfall=8.66" id Runoff Area=2,696 sf _ 07 Runoff Volume=0.043 af Eee Runoff Depth=8.42" 2 ove Flow Length=330" be Tc=23.5 min es CN=98 coef ae] we om of ORT ow wie WW Lee BO a8 2032 3 AO 14 4 48 9 20490 600 O24 EB 7072 Time (hours

2022-07-21 Existing Hydrology Prepared by Dynamic Engineering NOAA 24-hr D 100-Year Rainfall=8.66" Printed 8/5/2022 2022-07-21 Existing Hydrology NOAA 24-hr D.100-Year Rainfall=8.66" Prepared by Dynamic Engineering Printed 9/5/2022 HydroCAD® 10.20-2d_s/n 08640_© 2021 HydroCAD Software Solutions LLC Page 24 Summary for Subcatchment 3S: Mt. Pleasant Ave. - Perv. Runoff = 12.53cfs@ 12.36 hrs, Volume= 4.531 af, Depth= 5.04" Routed to Link 2L. : Mt. Pleasant Ave. Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs NOAA 24-hr D 100-Year Rainfali=8.66" Area(sf)__CN Description 185,762 70 Woods, Good, HSG C 2,359 77 Woods, Good, HSG D 749__74__>75% Grass cover, Good, HSG C 188,870 70 Weighted Average 188,870 10.00% Pervious Area Te Length Slope Velacity Capacity Description (min) (feet) __(f/ft)__(f/sec) (cfs) 24.2 100 0.0135 = (0.07 ‘Sheet Flow, Sheet Flow (AB) Woods: Light underbrush n= 0.400 P2= 3.44" ‘Shallow Concentrated Flow, SCF - Unpaved (BC) Unpaved _Kv= 16.1 fps. 0.6 145 0.0672 4.17 24.8 245 Total Subcatchment 3S: Mt. Pleasant Ave. - Perv. Hydrograph é ~ NOAA 24-hr D 1" 100-Year Rainfall=8.66" Runoff Area=158,870 sf Runoff Volume=1.531 af Runoff Depth=5.04" Flow Length=245" Tc=24.8 min CN=70 Flow (cfs)

2022-07-21 Existing Hydrology NOAA 24-hr D 100-Year Rainfall=8.66" 2022-07-21 Existing Hydrology NOAA 24-hr D 100-Year Rainfall=8.66" Prepared by Dynamic Engineering Printed 8/5/2022 Prepared by Dynamic Engineering Printed 9/5/2022 HydroCAD® 10.20-2d s/n HydroCAD® 10.20-2d_s/n 08640_© 2021 HydroCAD Software Solutions LLC. Page 26 ‘Summary for Link 2L: Mt. Pleasant Ave. 5 E Inflow Area= _3.709.ac, 1.67% impervious, Inflow Depth= 5.09" for 100-Year event Shours) (inches) (inches) (cfs) Inflow = — 12.84.cfs@ 12.36 hrs, Volume= 1.574 af ay eae, coe niga Primary = — 12.84cfs@ 12.36 hrs, Volume= 1.574 af, Atten= 0%, Lag= 0.0 min eon leas ad $80 Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs 4.00 0.45, 0.00 0.00 5.00 0.59 0,00 0,00 Link 2L: Mt. Pleasant Ave. 600 0.74 0.00 0.00 7.00 081 0,00 0.00 seen. 800 1.12 0.02 0.00 9.00 1.37 0.06 0.00 [Ee] 10.00 1.72 0.14 0.00 =" 100-228 (03d 0.00 % Inflow Area=3.709 ac 12,00 415 1.43 0.00 " 1300 641 3,13 0.00 4¢ 14.00 6.94 3.57 0.00 1500 729 3.86 0,00 x 16.00 7.54 4.07 0.00 17.00 7.75 4.25 0.00 z 1800 792 440 0.00 ge 19,00 8.07 452 0.00 z° 20.00 821 4.64 0.00 tae 2 4 6G oats Yo toa0aE IM 262830 3294 963840 2 4 46 488062 4 BO E800 G2 4 C068 70 72 imo (hours)