SW3240503_Stormwater Report_20240612 (2)

STORM DRAINAGE CALCULATIONS
AURORA AT PRICE MILL CREEK
Prepared for:
SHEA HOMES CAROLINA, LLC
8800 N. Gainey Center Drive, Suite 350
Scottsdale, AZ 85258
Prepared by:
ESP Associates, Inc.
20484 Chartwell Center Drive, Suite D
Cornelius, NC 28031
[phone]
Project Number: KT37.400 .�`` �N CAR01/,
p F
Original: August 15, 2023 = e ss
5112
D2775ES **** OC)0•
_
2024.05.13 13:02:22 04'00'
License No. F-1407

Rainfall Data

NO AA Atlas 14,Volume 2,Version 3
Location name:Wesley Chapel,North Carolina,
USA* sr none
• .4:3 • Latitude:35.007°, Longitude: -80.6837°
\MP/ Elevation:579 ft** •
°' *°` *source:ESRI M aps 'n
**source:USG S
PO NT PRECIPITATIO NFREQ U=NCY ESTIMATES
G M.Bonnin,D.Matin,B.Lin,T.Parzybok,M Yekta,and D.Riley
NO PA,National Weather Service,Silver Spring,M ayland
PF tabular I PF graphical I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates w th 90% confidence intervals (in inches/hour)1
Average recurrence interval(years)
Duration -
1 2 51 0 2 5 5 0 1 00 2 00 5 00 1 000
5-min 5.02 5.93 6.88 7.58 8.38 8.93 9.43 9.88 10.4 10.8
(4.63-5.45) (5.46-6.46) (6.32-7.49) (6.95-8.23) (7.64-9.08) (8.11-9.67) (8.52-10.2) (8.88-10.7) (9.26-11.3) (9.50-11.7)
10-m n 4.01 4.74 5.51 6.06 6.67 7.10 7.49 7.83 8.21 8.46
(3.70-4.36) (4.36-5.17) (5.06-6.00) (5.56-6.58) (6.09-7.24) (6.46-7.70) (6.77-8.11) (7.04-8.49) (7.32-8.93) (7.49-9.22)
15-m it 3.34 3.98 4.65 5.11 5.64 6.00 6.31 6.58 6.89 7.08
(3.08-3.63) (3.66-4.33) (4.27-5.06) (4.68-5.55) (5.15-6.11) (5.45-6.50) (5.70-6.84) (5.92-7.14) (6.14-7.49) 1 (6.26-7.71)
30-m it 2.29 2.74 3.30 3.70 4.18 4.52 4.83 5.13 5.48 5.73
(2.11-2.49) (2.52-2.99) (3.03-3.59) (3.39-4.02) (3.81-4.53)_ (4.10-4.89) (4.37-5.24) (4.61-5.56) (4.89-5.96) (5.07-6.24)
60-m n 1.43 1.72 2.12 2.41 2.78 3.06 3.33 3.59 3.93 4.18
(1.32-1.55) (1.58-1.88) (1.94-2.30) (2.21-2.62) (2.54-3.01) (2.78-3.32) (3.01-3.61) (3.23-3.90) (3.51-4.28) (3.70-4.56)
2-hr 0.825 0.998 1.24 1.42 1.66 1.83 2.01 2.19 2.42 2.60
(0.756-0.902) (0.914-1.09) (1.13-1.35) (1.29-1.55) (1.50-1.80) (1.66-2.00) (1.81-2.19) (1.96-2.39) (2.14-2.64) (2.28-2.84)
3-hr 0.584 0.704 0.879 1.01 1.20 1.34 1.49 1.64 1.84 2.00
(0.534-0.642) (0.645-0.775) (0.803-0.966) (0.923-1.11) (1.08-1.31) (1.21-1.46) (1.33-1.62) (1.45-1.78) (1.61-2.01) (1.74-2.19)
6-hr 0.351 0.424 0.529 0.612 0.725 0.815 0.907 1.00 1.13 1.24
(0.322-0.386) (0.388-0.465) (0.484-0.580) (0.558-0.670) (0.657-0.790) (0.734-0.887) (0.811-0.987) (0.888-1.09) (0.991-1.23) (1.07-1.35)
12-hr 0.206 0.249 0.312 0.363 0.433 0.490 0.549 0.612 0.699 ' 0.769
(0.189-0.226) (0.229-0.274) (0.286-0.343) (0.331-0.398) (0.393-0.473) (0.441-0.534) (0.489-0.598) (0.538-0.665) (0.605-0.759)1(0.658-0.836)
24-hr 0.122 0.148 0.186 0.216 0.258 0.291 0.327 0.363 0.415 0.456
(0.113-0.132) (0.137-0.160) (0.171-0.201) (0.199-0.234) (0.236-0.279) (0.267-0.316) (0.298-0.354) (0.330-0.394) (0.374-0.450) (0.409-0.497)
2-day 0.072 0.086 0.108 0.125 0.149 0.168 0.188 0.208 0.237 0.260
(0.066-0.078) (0.080-0.094) (0.100-0.117) (0.115-0.136) (0.137-0.161)i(0.154-0.182) (0.171-0.204) (0.189-0.227) (0.214-0.259) (0.233-0.285)
3-day 0.051 0.061 0.076 0.087 0.104 0.117 0.130 0.145 0.164 0.180
(0.047-0.055) (0.056-0.066) (0.070-0.082) (0.081-0.095) (0.095-0.112) (0.107-0.127) (0.119-0.141) (0.132-0.157) (0.149-0.179) (0.162-0.197)
4-day 0.040 0.048 0.059 0.069 0.081 0.091 0.102 0.113 0.128 0.140
(0.037-0.043) (0.045-0.052) (0.055-0.064) (0.063-0.074) (0.075-0.088) (0.084-0.099) (0.093-0.110) (0.103-0.122) (0.116-0.139) (0.127-0.153)I
7-day 0.026 0.031 0.038 0.044 0.052 0.058 0.064 0.071 0.080 0.088
(0.025-0.028) (0.029-0.034) (0.036-0.041) (0.041-0.047) (0.048-0.056) (0.054-0.062) (0.059-0.069) (0.065-0.076) (0.074-0.087) (0.080-0.095)
10-day 0.021 0.025 0.030 0.034 0.040 0.044 0.049 ' 0.053 0.060 0.065
(0.020-0.022) (0.023-0.027) (0.028-0.032) (0.032-0.037) (0.037-0.043) (0.041-0.047) (0.045-0.052) (0.049-0.057) (0.055-0.064) (0.059-0.070)
20-day 0.014 0.016 0.020 0.022 0.025 0.028 0.030 0.033 0.037 0.040
(0.013-0.015) (0.015-0.018) (0.018-0.021) (0.021-0.023) (0.024-0.027) (0.026-0.030) (0.028-0.033) (0.031-0.035) (0.034-0.039) (0.036-0.042)
30-day 0.011 0.013 0.016 0.017 0.020 0.021 l 0.023 I 0.025 0.027 0.029
(0.011-0.012) (0.013-0.014) (0.015-0.017) (0.016-0.018) (0.018-0.021) (0.020-0.023) (0.022-0.025) (0.023-0.027) (0.025-0.029) (0.027-0.031)i
45-day 0.009 0.011 0.013 0.014 0.016 0.017 0.018 0.019 0.021 0.022
(0.009-0.010) (0.010-0.012) (0.012-0.013) (0.013-0.015) (0.015-0.016) (0.016-0.018) (0.017-0.019) (0.018-0.020) (0.020-0.022) (0.021-0.023)
60-day 0.008 0.010 0.011 0.012 0.014 0.015 0.015 0.016 0.018 0.019
(0.008-0.009) (0.009-0.010) (0.011-0.012) (0.012-0.013) (0.013-0.014)�(0.014-0.015) (0.015-0.016) (0.016-0.017) (0.017-0.019) (0.017-0.020)
1 Precipitation frequency(PF)estimates in this table are based on frequency analysis of partial duration series(PDS).
Num hers in parenthesis are PF estimates at lower and upper bounds of the 90%confidence interval.The probability that precipitation frequency estim des(for
a given duration and average recurrence interval)will be greater than the upper bound(or less than the lower bound)is 5%.Estim des at upper bounds are not
checked against probable m acim trn precipitation(PM P)estimates and m ay be higher than currently valid PM Pvalues.
Please refer to NO PA Atlas 14 docum eit form cre information.
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PF graphical

PDS-based intensity-duration-frequency (IDF) curves
Latitude: 35.0070°, Longitude: -80.6837°
101 - - Average recurrence
� interval
-__ (years)
L
C — 1
�' 10° - \ \\ 2
u, \ — 6
✓ \ — 10
— — 25
o \. — 50
O 10-1 - \ �� — 100
�,� — zoo
✓ __
6- — 500
` - —0.
1000
10-2 _
r I I I 1 I I I I I I
C C C C l T TT A (1, T T TT
•E .E •E .E .E L L L L , f0 f0 f0 r0 r0 N N N N
V1 O m Duration N ry r` o N m v
101 -
i_
L
C
Duration
Z' 10°
c — 5-min — 2-day
. — 10-min — 3-day
c 15-rnln — 4-day
0
ro
▪ 10-1 - — 30-min — 7-day
a — 60-min — 10-day
.� — 2fir — 20 day
a` — 3fir — 30-day
— 6fir — 45-day
10-2 - — 12-hr — 60-day
I r r r r r I 24-hr
1 2 5 10 25 50 100 200 500 1000
Average recurrence interval (years)
NOAA Atlas 14,Volume 2,Version 3 Created(GMT):Thu Aug 10 13:43:38 2023
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M aps & aerials
Small scale terrain

4
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3km
2mi
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• t�
son City•
.� Winston-Salem
• • Durham
t' _ •Greensboro • Ral
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NORTH CAROLINA
. • V
11dfl Otte Fayetteville•
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SOUTH CAROLINA w
i . .
100km •
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Large scale map
Winston-Salem Greensboro
o Dcrhar
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Ash; II North
___1Ghartotte
' Fayett,
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Large scale aerial

Pr. Winston-Salem
Greensboro Durham•
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• North
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Charlotte
• Fayett
Greenville •
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100km •
60mi South
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US Departm ait of Corn m ece
National Oceanic and Atm cspheric Adm histration
National Weather Service
National Water Center
1325 East West Highway
Silver Spring,M D20910
Q lestions?:HDSC.Q [e-mail]
Disclaim e-

Storm Drainage Design

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co PROJECT MANAGER: JWF
%ti GRAPHIC SCALE DESIGNED BY: JWF
��� DRAWN BY: SAH
Know what's below. ,�° 11 PROJECT NUMBER KT37.400
Call before you dig. (IN FEET) ORIGINAL DATE: 8/30/23
1 INCH= 60 FT. SHEET:
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Project File: Storm-KT37-5.1.24.stm Number of lines-83 Date: 5/9/2024
Storm Sewers v2022.00

Storm Sewer Tabulation Pagel
Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd/Rim Elev Line ID
coeff (I) flow full
Line To Incr Total Incr Total Inlet Syst Size Slope Dn Up Dn Up Dn Up
Line
(ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (ft/s) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft)
1 End 35.590 0.00 3.04 0.00 0.00 1.82 0.0 7.4 6.8 12.46 24.64 6.88 24 1.01 574.00 574.36 575.01 575.63 576.33 580.16 211 -200A
2 1 70.332 0.37 3.04 0.60 0.22 1.82 5.0 7.1 6.9 12.61 24.44 6.68 24 1.00 574.56 575.26 575.63 576.54 580.16 581.14 212-211
3 2 200.310 0.60 0.90 0.60 0.36 0.54 5.0 6.0 7.2 3.90 12.12 6.76 15 3.00 576.73 582.74 577.22 583.54 581.14 589.67 220-212
4 3 69.201 0.30 0.30 0.60 0.18 0.18 5.0 5.0 7.6 1.36 8.90 4.28 15 1.62 585.10 586.22 585.43 586.68 589.67 590.50 221 -220
5 2 128.979 0.13 1.77 0.60 0.08 1.06 5.0 6.6 7.1 7.50 10.22 5.97 18 0.81 575.76 576.80 576.72 577.86 581.14 582.44 213-212
6 5 115.473 0.17 1.64 0.60 0.10 0.98 5.0 6.1 7.2 7.10 10.15 5.85 18 0.80 577.00 577.92 577.92 578.95 582.44 583.43 214-213
7 6 94.378 0.56 1.47 0.60 0.34 0.88 5.0 5.8 7.3 6.45 8.97 6.97 15 1.64 578.17 579.72 578.95 580.74 583.43 583.65 215-214
8 7 157.649 0.91 0.91 0.60 0.55 0.55 5.0 5.0 7.6 4.14 9.89 4.83 15 2.00 579.92 583.07 580.74 583.89 583.65 586.80 216-215
9 End 44.552 0.37 13.28 0.60 0.22 7.97 5.0 12.8 5.6 44.76 76.58 7.66 42 0.49 573.50 573.72 575.51 575.80 576.92 579.63 101 -100
10 9 247.086 0.00 9.45 0.00 0.00 5.67 0.0 11.9 5.8 32.79 51.19 7.41 36 0.50 574.22 575.46 575.97 577.32 579.63 585.70 102-101
11 10 49.467 0.22 8.56 0.60 0.13 5.14 5.0 11.7 5.8 29.90 51.36 7.18 36 0.51 575.66 575.91 577.32 577.68 585.70 585.06 103-102
12 11 111.191 0.18 8.13 0.60 0.11 4.88 5.0 11.3 5.9 28.83 51.28 7.13 36 0.50 576.11 576.67 577.72 578.41 585.06 586.17 104-103
13 12 188.049 0.21 7.62 0.60 0.13 4.57 5.0 10.5 6.1 27.77 51.08 7.04 36 0.50 576.87 577.81 578.45 579.51 586.17 586.65 105-104
14 13 46.302 0.04 7.16 0.60 0.02 4.30 5.0 10.3 6.1 26.28 50.92 6.92 36 0.50 578.01 578.24 579.54 579.89 586.65 587.02 106-105
15 14 71.466 0.24 1.52 0.60 0.14 0.91 5.0 6.8 7.0 6.39 6.97 6.20 15 0.99 581.08 581.79 582.02 582.81 587.02 589.41 120-106
16 15 195.878 0.17 0.98 0.60 0.10 0.59 5.0 5.9 7.3 4.28 7.00 4.75 15 1.00 581.92 583.88 582.81 584.72 589.41 590.22 121 -120
17 16 24.333 0.26 0.26 0.60 0.16 0.16 5.0 5.0 7.6 1.18 7.50 3.82 15 1.15 585.62 585.90 585.96 586.33 590.22 590.23 127-121
18 14 58.254 0.03 5.60 0.60 0.02 3.36 5.0 9.9 6.2 20.80 50.98 6.10 36 0.50 578.44 578.73 579.89 580.19 587.02 587.25 107-106
19 18 104.811 0.43 5.27 0.60 0.26 3.16 5.0 9.5 6.3 19.88 31.30 6.58 30 0.50 579.23 579.75 580.68 581.26 587.25 585.79 108-107
20 19 25.330 0.50 4.07 0.60 0.30 2.44 5.0 9.4 6.3 15.43 31.83 5.88 30 0.51 579.95 580.08 581.26 581.40 585.79 585.79 109-108
21 20 38.254 0.10 3.57 0.60 0.06 2.14 5.0 9.2 6.4 13.64 31.31 5.88 30 0.50 580.28 580.47 581.43 581.71 585.79 587.01 110-109
22 21 235.544 0.66 3.47 0.60 0.40 2.08 5.0 7.8 6.7 13.97 31.45 5.93 30 0.50 580.67 581.85 581.84 583.11 587.01 586.76 111 -110
Project File: Storm-KT37-5.1.24.stm Number of lines:83 Run Date: 5/9/2024
NOTES:Intensity=73.40/(Inlet time+12.20)A 0.80; Return period=Yrs. 10 ; c=cir e=ellip b=box
Storm Sewers v2022 00

Storm Sewer Tabulation Page 2
Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd/Rim Elev Line ID
coeff (I) flow full
Line To Incr Total Incr Total Inlet Syst Size Slope Dn Up Dn Up Dn Up
Line
(ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (ft/s) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft)
23 22 180.000 0.65 1.51 0.60 0.39 0.91 5.0 7.0 6.9 6.29 8.04 5.04 18 0.50 582.85 583.75 583.85 584.75 586.76 587.62 112-111
24 23 120.000 0.46 0.86 0.60 0.28 0.52 5.0 6.4 7.1 3.68 4.95 4.41 15 0.50 584.00 584.60 584.81 585.40 587.62 588.62 113-112
25 24 120.000 0.40 0.40 0.60 0.24 0.24 5.0 5.0 7.6 1.82 4.95 2.99 15 0.50 584.80 585.40 585.55 585.94 588.62 588.68 114-113
26 16 104.391 0.55 0.55 0.60 0.33 0.33 5.0 5.0 7.6 2.50 6.98 3.99 15 1.00 584.08 585.12 584.72 585.75 590.22 588.71 122-121
27 15 24.333 0.30 0.30 0.60 0.18 0.18 5.0 5.0 7.6 1.36 7.50 3.98 15 1.15 584.75 585.03 585.11 585.49 589.41 589.41 128-120
28 22 150.000 0.66 1.30 0.60 0.40 0.78 5.0 6.2 7.2 5.61 8.04 4.92 18 0.50 582.85 583.60 583.77 584.52 586.76 586.85 123-111
29 28 166.302 0.64 0.64 0.60 0.38 0.38 5.0 5.0 7.6 2.91 4.94 3.73 15 0.50 583.85 584.68 584.71 585.36 586.85 587.88 124-123
30 19 108.807 0.34 0.77 0.60 0.20 0.46 5.0 5.3 7.5 3.46 8.56 5.55 15 1.50 581.20 582.83 581.75 583.58 585.79 587.70 125-108
31 30 24.330 0.43 0.43 0.60 0.26 0.26 5.0 5.0 7.6 1.95 6.95 4.28 15 0.99 583.39 583.63 583.84 584.19 587.70 587.70 126-125
32 18 24.330 0.30 0.30 0.60 0.18 0.18 5.0 5.0 7.6 1.36 6.95 3.85 15 0.99 582.76 583.00 583.14 583.46 587.25 587.25 143-107
33 12 24.330 0.33 0.33 0.60 0.20 0.20 5.0 5.0 7.6 1.50 4.91 3.46 15 0.49 582.61 582.73 583.08 583.21 586.17 586.17 145-104
34 13 25.330 0.25 0.25 0.60 0.15 0.15 5.0 5.0 7.6 1.14 7.49 3.77 15 1.15 582.16 582.45 582.49 582.87 586.65 586.65 129-105
35 9 195.096 0.64 3.46 0.60 0.38 2.08 5.0 9.1 6.4 13.26 31.49 5.16 30 0.50 574.42 575.40 575.80 576.62 579.63 580.40 115-101
36 35 248.424 0.33 2.82 0.60 0.20 1.69 5.0 7.9 6.7 11.30 17.93 5.87 24 0.54 575.90 577.23 577.05 578.44 580.40 582.73 116-115
37 36 153.715 0.14 2.49 0.60 0.08 1.49 5.0 7.2 6.9 10.30 18.22 5.75 24 0.55 577.43 578.28 578.51 579.43 582.73 584.87 117-116
38 37 106.126 0.56 2.35 0.60 0.34 1.41 5.0 6.6 7.1 9.95 17.32 5.57 24 0.50 578.48 579.01 579.57 580.14 584.87 583.81 118-117
39 38 149.799 0.44 1.79 0.60 0.26 1.07 5.0 5.6 7.4 7.92 17.34 5.21 24 0.50 579.21 579.96 580.16 580.96 583.81 584.39 118-117(1)
40 39 125.175 1.35 1.35 0.60 0.81 0.81 5.0 5.0 7.6 6.14 11.37 5.86 18 1.00 580.50 581.75 581.29 582.71 584.39 585.91 119-118
41 11 24.333 0.21 0.21 0.60 0.13 0.13 5.0 5.0 7.6 0.95 6.95 3.48 15 0.99 580.39 580.63 580.70 581.01 585.06 585.06 131 -103
42 10 84.391 0.61 0.89 0.60 0.37 0.53 5.0 5.6 7.4 3.94 6.98 5.30 15 1.00 578.63 579.47 579.30 580.27 585.70 584.01 142-102
43 42 34.334 0.28 0.28 0.60 0.17 0.17 5.0 5.0 7.6 1.27 6.96 2.71 15 0.99 579.67 580.01 580.27 580.45 584.01 584.26 P-111
44 End 68.188 0.29 2.96 0.60 0.17 1.78 5.0 9.6 6.3 11.15 22.01 5.42 24 0.81 574.00 574.55 575.30 575.75 576.33 587.62 132-100A
Project File: Storm-KT37-5.1.24.stm Number of lines:83 Run Date: 5/9/2024
NOTES:Intensity=73.40/(Inlet time+12.20)A 0.80; Return period=Yrs. 10 ; c=cir e=ellip b=box
Storm Sewers v2022 00

Storm Sewer Tabulation Page 3
Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd/Rim Elev Line ID
coeff (I) flow full
Line To Incr Total Incr Total Inlet Syst Size Slope Dn Up Dn Up Dn Up
Line
(ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (ft/s) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft)
45 44 86.256 0.00 2.67 0.00 0.00 1.60 0.0 9.1 6.4 10.22 21.92 6.02 24 0.80 574.75 575.44 575.75 576.58 587.62 591.51 133-132
46 45 198.457 0.23 2.67 0.60 0.14 1.60 5.0 8.2 6.6 10.60 21.93 6.25 24 0.80 575.64 577.23 576.62 578.40 591.51 586.94 134-133
47 46 119.098 0.16 0.49 0.60 0.10 0.29 5.0 5.3 7.5 2.19 11.72 5.58 15 2.80 580.10 583.44 580.47 584.03 586.94 590.23 138-134
48 47 24.334 0.33 0.33 0.60 0.20 0.20 5.0 5.0 7.6 1.50 7.09 4.00 15 1.03 585.62 585.87 586.01 586.35 590.23 590.22 139-138
49 46 38.566 0.35 1.65 0.60 0.21 0.99 5.0 6.6 7.1 6.99 21.97 4.75 24 0.80 577.43 577.74 578.40 578.68 586.94 586.95 135-134
50 49 257.443 0.48 1.30 0.60 0.29 0.78 5.0 5.7 7.4 5.73 6.26 5.70 15 0.80 578.69 580.75 579.63 581.72 586.95 584.47 136-135
51 50 119.657 0.82 0.82 0.60 0.49 0.49 5.0 5.0 7.6 3.73 11.06 4.14 15 2.50 580.75 583.74 581.72 584.52 584.47 587.47 137-136
52 46 73.702 0.19 0.30 0.60 0.11 0.18 5.0 7.1 6.9 1.25 6.96 3.76 15 0.99 579.35 580.08 579.71 580.52 586.94 585.97 140-134
53 52 50.412 0.11 0.11 0.60 0.07 0.07 5.0 5.0 7.6 0.50 5.74 2.68 15 0.67 581.46 581.80 581.71 582.08 585.97 585.76 141 -140
54 End 110.551 0.10 6.83 0.60 0.06 4.10 5.0 9.8 6.2 25.49 50.96 6.86 36 0.50 574.00 574.55 575.50 576.18 576.88 582.69 201 -200
55 54 86.715 0.30 6.43 0.60 0.18 3.86 5.0 9.4 6.3 24.36 50.88 6.76 36 0.50 574.75 575.18 576.21 576.77 582.69 581.35 202-201
56 55 101.945 0.08 4.28 0.60 0.05 2.57 5.0 8.9 6.4 16.52 31.43 6.23 30 0.50 575.68 576.19 576.97 577.56 581.35 582.97 203-202
57 56 24.335 0.16 3.25 0.60 0.10 1.95 5.0 8.8 6.5 12.62 31.20 5.52 30 0.49 576.39 576.51 577.56 577.70 582.97 582.98 204-203
58 57 35.379 0.00 3.09 0.00 0.00 1.85 0.0 8.5 6.5 12.10 31.69 5.70 30 0.51 576.71 576.89 577.78 578.06 582.98 584.18 205-204
59 58 24.973 0.55 2.79 0.60 0.33 1.67 5.0 8.3 6.6 11.01 32.05 5.57 30 0.52 577.09 577.22 578.10 578.33 584.18 584.20 206-205
60 59 37.919 0.00 2.24 0.00 0.00 1.34 0.0 8.1 6.6 8.91 17.80 5.45 24 0.53 577.69 577.89 578.69 578.95 584.20 585.32 207-206
61 60 162.920 0.64 2.24 0.60 0.38 1.34 5.0 7.2 6.9 9.24 24.51 6.21 24 1.00 578.09 579.72 578.95 580.80 585.32 585.02 208-207
62 61 115.359 0.58 1.07 0.60 0.35 0.64 5.0 6.7 7.0 4.51 9.90 6.44 15 2.00 580.47 582.78 581.06 583.64 585.02 587.32 209-208
63 62 186.189 0.49 0.49 0.60 0.29 0.29 5.0 5.0 7.6 2.23 7.98 3.63 15 1.30 582.98 585.40 583.64 586.00 587.32 589.19 210-209
64 56 54.241 0.15 0.95 0.60 0.09 0.57 5.0 6.0 7.2 4.12 13.43 7.22 15 3.69 577.63 579.63 578.11 580.45 582.97 584.98 222-203
65 64 86.926 0.22 0.55 0.60 0.13 0.33 5.0 5.3 7.5 2.46 13.53 4.02 15 3.74 579.83 583.08 580.45 583.71 584.98 588.15 223-222
66 65 24.333 0.33 0.33 0.60 0.20 0.20 5.0 5.0 7.6 1.50 7.50 4.09 15 1.15 583.87 584.15 584.25 584.63 588.15 588.15 224-223
Project File: Storm-KT37-5.1.24.stm Number of lines:83 Run Date: 5/9/2024
NOTES:Intensity=73.40/(Inlet time+12.20)A 0.80; Return period=Yrs. 10 ; c=cir e=ellip b=box
Storm Sewers v2022 00

Storm Sewer Tabulation Page4
Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd/Rim Elev Line ID
coeff (I) flow full
Line To Incr Total Incr Total Inlet Syst Size Slope Dn Up Dn Up Dn Up
Line
(ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (ft/s) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft)
67 61 110.019 0.53 0.53 0.60 0.32 0.32 5.0 5.0 7.6 2.41 8.57 4.98 15 1.50 580.47 582.12 580.92 582.74 585.02 585.82 227-208
68 58 101.702 0.08 0.30 0.60 0.05 0.18 5.0 5.5 7.4 1.33 11.89 4.85 15 2.89 578.34 581.28 578.62 581.74 584.18 585.86 225-205
69 68 24.333 0.22 0.22 0.60 0.13 0.13 5.0 5.0 7.6 1.00 6.95 3.53 15 0.99 581.48 581.72 581.80 582.11 585.86 585.86 226-225
70 64 24.333 0.25 0.25 0.60 0.15 0.15 5.0 5.0 7.6 1.14 6.95 3.66 15 0.99 580.49 580.73 580.83 581.15 584.98 584.98 230-222
71 55 25.330 0.46 1.85 0.60 0.28 1.11 5.0 7.5 6.8 7.54 8.15 5.24 18 0.51 576.67 576.80 577.81 577.94 581.35 581.35 217-202
72 71 265.379 0.84 1.39 0.60 0.50 0.83 5.0 6.2 7.2 5.98 8.05 4.61 18 0.50 577.00 578.33 578.15 579.27 581.35 581.97 218-217
73 72 150.191 0.55 0.55 0.60 0.33 0.33 5.0 5.0 7.6 2.50 4.94 3.79 15 0.50 578.58 579.33 579.27 579.96 581.97 582.48 219-218
74 54 24.333 0.30 0.30 0.60 0.18 0.18 5.0 5.0 7.6 1.36 7.50 3.98 15 1.15 578.13 578.41 578.49 578.87 582.69 582.70 228-201
75 End 42.267 0.00 8.33 0.00 0.00 5.00 0.0 16.3 5.1 25.28 31.31 7.08 30 0.50 579.39 579.60 581.09 581.31 582.26 585.81 901-900
76 75 144.294 0.04 8.33 0.60 0.02 5.00 5.0 15.9 5.1 25.61 31.39 7.11 30 0.50 579.80 580.52 581.52 582.24 585.81 587.86 902-901
77 76 49.519 0.04 8.29 0.60 0.02 4.97 5.0 15.7 5.1 25.61 31.57 7.13 30 0.50 580.72 580.97 582.43 582.69 587.86 588.13 903-902
78 77 167.697 0.36 8.25 0.60 0.22 4.95 5.0 15.2 5.2 25.88 48.76 7.70 30 1.20 581.17 583.19 582.69 584.92 588.13 588.41 904-903
79 78 51.476 7.89 7.89 0.60 4.73 4.73 15.0 15.0 5.3 24.87 44.22 7.45 30 0.99 583.39 583.90 584.92 585.60 588.41 588.70 905-904
80 End 69.254 0.00 7.59 0.00 0.00 3.80 0.0 5.8 7.3 27.68 36.21 7.73 30 0.66 578.81 579.27 580.45 581.06 581.14 585.00 907-906
81 80 70.206 0.00 5.51 0.00 0.00 2.76 0.0 5.3 7.5 20.62 35.82 8.57 24 2.14 579.77 581.27 581.06 582.90 585.00 586.70 908-907
82 81 102.184 5.51 5.51 0.50 2.76 2.76 5.0 5.0 7.6 20.87 24.48 8.17 24 1.00 581.93 582.95 583.35 584.59 586.70 586.20 909-908
83 80 125.428 2.08 2.08 0.50 1.04 1.04 5.0 5.0 7.6 7.88 27.93 6.33 24 1.30 581.80 583.43 582.53 584.43 585.00 586.68 910-907
Project File: Storm-KT37-5.1.24.stm Number of lines:83 Run Date: 5/9/2024
NOTES:Intensity=73.40/(Inlet time+12.20)A 0.80; Return period=Yrs. 10 ; c=cir e=ellip b=box
Storm Sewers v2022 00

Storm Sewer Profile Proj. file: New.stm
in co N- oo
cor r r
4-
5 C C C 5 C C C 5 C C
O C C OC J OC J O C _I O C -J OC J 0
J
O 1) N ' 0o00 OmC\I c 00 OCOOco 00 <pif)°0 O' Svcs °0 0N
p O O M o00 t1) N00 p -N ~MM - 0011 - coin
•
• Lo N- N- Lri lC)N-CO M c')°0°0 O ,00 O O O°0 6 .22 6� lf,00
O lf') Lf') N lf)Lf') 11')Lf) lf')L!') Lf')it LC)
Elev. (ft) + w = = + w + w== + w + w== + w== + w=
p W W p WW O WW N WW d WW UD WW r- W
c}o E > > co E > > rci E > > co E » co E » co E » coo E
w E c c cn E cn E c c w Fe c
601.00 601.00
596.00 • 596.00
591.00 591.00
586.00 —586.00
�—-- - :1 100Lf- 1 o
10111111111111
581.00 �� ° I
235-5/--- - 30 (� U 50/0 r — 12l .000Lf-'C56 3�.50%
I — 1111 - (11 10
4L38.254Lf-30"pa, 0.50% • _
25.330Lf-30" @ 0.51%
576.00 576.00
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750
HGL EGL Reach (ft)
Storm Sewers

Storm Sewer Profile Proj. file: New.stm
CD N
N CD N N CO N
N — N —
C C C 5 C 5
O C J Q C C O C J O C J O c C O c J 0
CO N N ' 000 J MMM ' ~Ma0 ' `-�� J ' 1.0
CO O �O �N� �N� SON ' �00� CD O�
O ICZ32
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M.aOM c)) 217
O lr) n�� M ��� I� ��� M co� M ,L0Lo 00 lf)CD
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co E > > co E 5 5 co E » co E » m E 5 5 coo E 5 5 co E >
cnE c c cn ECc co Ecc cn ECc co .rEcc co ECc co Ec
600.00 600.00
594.00 594.00
588.00 —588.00
582.00 582.00
-
_____ _______ - 0_40 i — 125.175Lf- 18" @ 1.00%
--576.00 - — 248.4'' l_f-24" @ — • - 576.00
149.799Lf-24" @ 0.50%
— 1 uu.126Lf-24 L Ubu'o
— 195.096Lf-30" @ 0.50%
570.00 570.00
0 100 200 300 400 500 600 700 800 900 1000
HGL EGL Reach (ft)
Storm Sewers

Storm Sewer Profile Proj. file: New.stm
O
-5 -5 S
O = J O = J OE J 0
i i
O 0 co CO tN 0 M Ncop Ln f, ,
O to Ln LO 1 0.in to N- 1C)in L c- Lf)co
Elev. (ft) o+ - •_ _ + • • + . - + •
OWWW c. WWW N WWW CO WW
co E > > co E > ; co E > > as E >
coO✓ c c co E co Q' cc co ric
598.00 — - - —598.00
594.00 - 594.00
590.00 — 590.00
586.00 586.00
--- - o
-
582.00 582.00
—
_ — /1.466Lt- 15" (cpV.99%
578.00 578.00
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375
HGL EGL Reach (ft)
Storm Sewers

Storm Sewer Profile Proj. file: New.stm
N
N
7 7 c co
O E C O E J 0
J ,
( 00 o - - 0
0 r ,6)' N ORN
0 0 - N . (UNC) 00 - N
0 0 O nicio (0 Loco
Elev. (ft) 0www . www , ww
ca E > c (0 E > > E >
u) 0_c c co599.00 599.00
•
595.00 - 595.00
•
591.00 591.00
587.00 —/ •
_ J —587.00
583.00 J fi6.3UZLf- 18" @I 0.50%
583.00
•
•
579.00 579.00
0 25 50 75 100 125 150 175 200 225 250 275 300 325
HGL EGL Reach (ft)
Storm Sewers

Storm Sewer Profile Proj. file: New.stm
0 N M V O O
f6 Q) — - — — — 0 — M M
u C 7 C ' C 7 E ' C 7 C 7 C 7 C E S.
7 N C J O C J 0 C J 0 C J 0 C J O C J O C C O C J O C J 0 C J 0
Di O O MNN 0000 COS ) Nnr-
' NV� J LC)CO CO ' CD CC)0 ' OMO) ' OM
Cp N CO INN W n�CO OWE O CCU co (0.co O ONNr NNN tinCV CO NCOCO W NCO
O CO • �n� CO•co �n� O �nCf�O co ��Ct`O .r• o. CO on0�� arm Mn00 Cn MWCCOO MOMO
Elev. (ft) o •w L "',non 'r',o� 'r'�,n 'r'IOU) �o "',non `c'�� `n,n,� CDIC)�r) ,m " LC)LU N• ro CD o
+ + w== + w== + w j + M —Z w= + w = + w - + •w + w - + W
O -p W O WW N WW co WW WW co WW O WW N. "'LULU co ..LULU rn WW O W
cco E •
> coo E > ; as E» co E> ; as E> ; co E » as E» as E > ; as E» as E » as E >
cn6E co Fe c5 to occ 0 E c c co EcC ti5 Fecc co iicc V) EcE co EcE co E 5 co IY5
599.00 —599.00
593.00 — 593.00
NI___, r
587.00 N K 0 -587.00
/ '
581.00 -.I / —581.00
-___ ---- --_____
— 24 330Lf-15"@ 1.00%
- —r
0
---- 188. — 108.807Lf-15"@ 1.50%
104 R1 11 f-30" [l sn%
575.00 — @ - 575.00
1
247.086Lf-36"@ 0. ° — 58.254Lf-36"L£D 0.56°�0
L 46.302Lf-36"@ 0.50%
— 111.191 Lf-36"@ 0.50%
— 44.552Lf-42"@ 0.50% — 19A167Lf-36"@ 0.50%
569.00 569.00
0 100 200 300 400 500 600 700 800 900 1000
HGL EGL Reach (ft)
Storm Sewers

Storm Sewer Profile Proj. file: New.stm
N
"S
� E S
OE —1 0
N coco ch N
OO O M LO CO oLc)
0 � � � cr N �Lo
Elev. (ft) o W w w + w w
asE > > co E >
598.00 598.00
595.00 - - . 595.00
592.00 592.00
•
589.00 589.00
--------------------------
586.00 i
_ 586.00
•
— 24.333ILf- 15" @ 1.15%
583.00 583.00
0 10 20 30 40 50 60 70 80 90 100
HGL EGL Reach (ft)
Storm Sewers

Storm Sewer Profile Proj. file: New.stm
0
N
E 5
O - 0
6) Li
M
oLi-) inu 7r LO
Elev. (ft) o+ w — - + w—
c, ww o in
03 E ca E >
in E c c w 0_ c
597.00 — I —597.00
594.00 - - . 594.00
591.00 L 591.00
588.00 588.00
— 585.00
585.00 _
— 24.333Lf- 15" @ 1.15%
582.00 582.00
0 10 20 30 40 50 60 70 80 90 100
HGL EGL Reach (ft)
Storm Sewers

Storm Sewer Profile Proj. file: New.stm
CO
5CV
0E - 0
to to 0
co CD • Cfl
0 o 0 I-- N co. co co
ON
0 in � 2 to CVto Lo
Elev. (ft) + w •- — + w
o ww 0 w
co E > > co E >
595.00 595.00
592.00 - - . 592.00
589.00 589.00
/
586.0C 586.00
583.0C 583.00
7/ 1
— 25.330Lf- 15" @ 1.15%
580.00 580.00
10 20 30 40 50 60 70 80 90 100
HGL EGL Reach (ft)
Storm Sewers

Storm Sewer Profile Proj. file: New.stm
O
M
0E -J 0
O 6) , co CO
O C) co co O• coco
00 00 CDCO •
�O
OLC) r2 �Lo
Elev. (ft) o+ w — - +CN w—
o ww o w
a3E > > a E >
593.00 — I —593.00
590.00 - - • 590.00
587.00 587.00
584.00 584.00
581.00 — --
• 581.00
j
— 24.3331Lf- 15" @ 019%
578.00 578.00
0 10 20 30 40 50 60 70 80 90 100
HGL EGL Reach (ft)
Storm Sewers

Storm Sewer Profile Proj. file: New.stm
(II 7r N 71- d'
.� 5
7 5
C 5 C 7 C 7 C C
C J C J C C C J C — C J
O. O— O— O_ O_ 0
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o w `n ceoo u'`n`) 14, `O• C)`n 11)`‘ `,-
rn `r'`,"' `r'.`n`r. ` •`o
Elev. (ft) +o w o www www M Www <i www www ,� ww
co E > cof > > co E > ; co _E > ; cu E > > coo E > > as E
604.00 - - - — 604.00
•
•
597.00 - - 597.00
Z ,
590.00 590.00
=
583.00 — —583.00
L57.443Lf 24" Q U•��/o
576.00 S71 f- "L4 t' 0.80% 576.00
4 1 J8�
RA75Aif-24" @nand
— 68 188Lf-74" @ 0 81% 38.566Lf 24" @ 0.80%
569.00 569.00
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800
HGL EGL Reach (ft)
Storm Sewers

Storm Sewer Profile Proj. file: New.stm
M
Tr
O C J Q C —I 0
VICO CIC) N
N •cr co
Lc8 a)
op
oO 14) 6- tt�f)14) co�
Elev. (ft) +oww -- •- www ww
as E > > as E » ca E �
601.00 601.00
596.00 596.00
591.00 —591.00
586.00 —586.00
581.00 _ 15" Un 2.60°0
•
11
C:11o63%
576.00 576.00
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
HGL EGL Reach (ft)
Storm Sewers

Storm Sewer Profile Proj. file: New.stm
cc) cD
0 c J OE -J 0
� NM N 6�0� co
co
p O 1-: 0 c)co
Lnp� r ��
co co
Elev. (ft) owww + mww ww
ca E > > cc ;_ » co E
(ni2cc cn EEc co o'c
596.00 — - - 596.00
592.00 - 592.00
588.00 / 588.00
584.00 584.00
T 50 412Lf- 15" Q n_6Nia
580.00 --- 580.00
737621t- 1b" (a)_ 0.99%
576.00 576.00
0 10 20 30 40 50 60 70 80 90 100 110 120 130
HGL EGL Reach (ft)
Storm Sewers

Storm Sewer Profile Proj. file: New.stm
N
M
7 7
OE E 0
0! n n ' ND
Oco n� ()• �en
Elev. (ft) o L9 u,Lo N ulL,
oWww o •
L.T.
coo E 5 5 co E>
cnii. c c co Ec
595.00 595.00
592.00 - . 592.00
589.00 589.00
586.00 586.00
583.00 583.00
21.330Lf-15"Q 1.00°/
580.00 580.00
0 10 20 30 40 50 60 70 80 90 100
HGL EGL Reach (ft)
Storm Sewers

Storm Sewer Profile Proj. file: New.stm
N M
d
7 C 7 C j
0 C J OE J 0
O co co ' nti '
V CO c V Co LC) N O
O 14°D' ��1.0 W M• 00 r`� 3CO
Elev. (ft) o "',n,� `n,n
oWww o www s_ ww
mE > > asE > ; ya E�
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591.00 591.00
588.00 • 588.00
/ . .
585.00 585.00
582.00 582.00
-------------------------
84.391 L
— — 34.331 Lf 1 F'C)1 00%
579.00 579.00
15" °°
576.00 576.00
0 10 20 30 40 50 60 70 80 90 100 110 120
HGL EGL Reach (ft)
Storm Sewers

Storm Sewer Profile Proj. file: New.stm
M
7 M7
0E 5 0
J
• coo co r
•
Oco foN c. ON
Elev. (ft) o 0. N Lou,
oWww o L.T.
mE > > m E>
595.00 595.00
592.00 - • 592.00
589.00 589.00
586.00 586.00
583.00 •
583.00
24.330Lf-15"@ 0.51%--
580.00 I 580.00
10 20 30 40 50 60 70 80 90 100
IHGL EGL Reach (ft)
Storm Sewers

Storm Sewer Profile Proj. file: New.stm
U) U) U) co to in
I) —
7 C 7 C 5 C 5 C 5 C 3 C 5
O c J O = J O C J O C E O = J O = J O = J 0
J
C) ,_ M Lf) COlf l� 17000 NNco ' M0p0 s- ON.4 O (NI
CO '-
OO N O 6 M NOO ti 1O� O .4f- f: (p LO lf) 2d)O O CNN 066
lf)Lf) 6 up r6 LC) ui up r6 rii ,i up
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Elev. (ft) o — w w + Www + WE ] + www www w www ,t WEE + Ww
cu E > > as E 5 5 CO E > j CO E > ; co E 5 5 co E > ; co COE_ » E5
c, c E co Ecc u) Ecc v) Ecc U) EcE v) Ecc u) Ecc Ec
602.00 602.00
596.00 - 596.00
Z
590.00 �— —590.00
I
1
584.00 1.30% 584.00
' � A80.189►f- 5
578.00 ----- ��'�r� of 24�
1.U0%
- 578.00
— 35 37911.-s3031%;8011.%24" ca 0.50% 115.35OLf 15" ©2.00%
— 211.335Lf-3(25(C0BU8°/30" @ 0.51%
572.00 572.00
0 50 100 150 200 250 300 350 400 450 500 550 600
HGL EGL Reach (ft)
Storm Sewers

Storm Sewer Profile Proj. file: New.stm
co co N- c0 C)
N co co co co co
(a
m co
5 5 5 C C C 5 C 5 C 5
O M C E O C J O C J O C J O C J OE J 0
O �00 �COCO _ �00 CO N- 10NN _ 0N-
O O O �MLr) N �Nf�• O - 000 .0 �N-0 O �O
O tf) Lr) O 4 4 O) l!)LC) C) N C.0 N- Cr) CY)ti CO N. Ch CT CT O,..,.-
CO
N N N- O ti N N N N N N N00
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Elev. (ft) +o -16 w o www Www + www 00 Www + www + •
ww
as E > co E > > as E > ; co E > j coE > > co E > > co E >
fn O E Co Q' c c (n E c c Co E c c co a E E (7 Q' C C (n E c
599.00 - — _ — 599.00
•
593.00 - - 593.00
587.00 I 587.00
•
V —
581.00 ( 1,5" 2'1 —581.00
� 1 57•ga91-f"
' .--
575.00 — 115 4731 f- 1 R" Qi,1 :so. 575.00
— 128.9/9Lf- 18" a0.81%
— 70.332Lf-24" @ 1.00%
•
— 35.590Lf-2'1" @ 1.01%
569.00 — 569.00
0 50 100 150 200 250 300 350 400 450 500 550 600 650
HGL EGL Reach (ft)
Storm Sewers

Storm Sewer Profile Proj. file: New.stm
co N-
5 co
0E E 0E C in —I0
J
( • 'en CO Mc00 0 �M
pp 0 6 ai CO (0 N- O
Ln to N in Lr') Q 1.0 In
co
Elev. (ft) + — - + +
p W Cu- W O wW W N wW
csE > > cc E > > Co E >
u) E c
589.00 - - 589.00
586.00 — - - 586.00
583.00 / 583.00
/ [7 •
580.00 — 580.00
-----------------------
----------------------
577.00 / �65.379Lf- 1 3 0.50"/0
•
1 577.00
— 25.330Lf 18" @ 0.51%
574.00 I I 574.00
0 25 50 75 100 125 150 175 200 225 250 275 300
HGL EGL Reach (ft)
Storm Sewers

Storm Sewer Profile Proj. file: New.stm
co
co
0E J 0
c) 00
pM
0. co LC) cool
000co ( c N
0 � � � d Lo�
Elev. (ft) o w w w w w
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591.00 591.00
588.00 - - • 588.00
585.00 585.00
/ .
582.00 , - —582.00
579.00 o 579.00
150.191 Lf- 15 @ 0.50/0
576.00 I I 576.00
0 25 50 75 100 125 150 175
HGL EGL Reach (ft)
Storm Sewers

Storm Sewer Profile Proj. file: New.stm
M
7 7 C
O OS - O
coTr• n COn� �N
p ifi CO o• co N• •to - O CO
o W W W •
N W W W + W W
yaE > > m 2 = c m E �
E cn E a
602.00 -602.00
•
596.00 — —596.00
590.00 590.00
----------
2%
584.00 —584.00
578.00 --__________ — 2 •
578.00
572.00 572.00
0 25 50 75 100 125 150 175 200 225 250 275
HGL EGL Reach (ft)
Storm Sewers

Storm Sewer Profile Proj. file: New.stm
co co co co co co
O 2• G J O E J O C J O C J O E J OE J 0
O Vic[)ID Cfl MOO ' m0M N COc') co co h ' co O r O co N- O CO �_ CO COW O co �• _
co w m�N N corN N •
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. COco
Elev. (ft) o •w o `r',n� `a,�u) 't?u0� "',n,� O� u?�nu) "',n
o p W ▪ W W W W W Ti N W W W coW W W W W W v W W
co c > as E » m E » as E :° E > > co E» m E >
u)5 c co E E E co SEE coEcc co FEE u) Ea= CO EE
604.00 — - —604.00
•
•
597.00 - 597.00
•
•
•
590.00 590.00
•
583.00 7 583.00
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— 86.715Lf 36"@ 0.60%
569.00 569.00
0 50 100 150 200 250 300 350 400 450 500
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Storm Sewers

Storm Sewer Profile Proj. file: New.stm
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Storm Sewers

Storm Sewer Profile Proj. file: New.stm
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Storm Sewers

Storm Sewer Profile Proj. file: New.stm
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576.00 576.00
0 10 20 30 40 50 60 70 80 90 100
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Storm Sewers

Storm Sewer Profile Proj. file: New.stm
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578.00 578.00
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Storm Sewers

Storm Sewer Profile Proj. file: New.stm
O N M d
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0 50 100 150 200 250 300 350 400 450 500
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Storm Sewers

Storm Sewer Profile Proj. file: New.stm
—
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592.00 592.00
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580.00 U,�08Lf 2'I r jo -
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576.00 I 576.00
0 25 50 75 100 125 150 175
HGL EGL Reach (ft)
Storm Sewers

Storm Sewer Profile Proj. file: New.stm
TO N-
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595.00 — 595.00
590.00 590.00
•
585.00 — —585.00
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580.00 580.00
69.254Lf-24" C� 1.10%
575.00 I 575.00
0 25 50 75 100 125 150 175 200
HGL EGL Reach (ft)
Storm Sewers

Spread Cover

10-YR STORM: SPREAD CALCULATIONS / INLET CAPACITY CHART
PROJECT:Aurora at Price Mill Creek DESIGNED BY: SAH DATE: 5/2/2024
LOCATION:Wesley Chapel, NC CHECKED BY: JWF DATE: 5/2/2024
RAINFALL INTENSITY 4.0 IN/HR REFERENCE: "FHWA HEC-21 &HEC-22" Max Allowable Spread= 6.50
SELENE DRIVE
INLET# DRAINAGE INLET'C' INLET TYPE SURFACE 'Q' SLOPE INLET BYPASS• To Inlet#
AREA SUB. TOTAL LONG. TRANS. K Q CAP SPREAD DEPTH Q REMARKS
DCB-122 0.55 0.60 SAG-DOUBLE 1.32 1.32 0.000 0.02080 0.0 N/A 5.65 0.12 0.00
CB-127 0.26 0.60 ON GRADE 0.62 0.62 0.010 0.02080 21.3 0.64 5.89 0.12 0.00 CB-128
CB-128 0.30 0.60 ON GRADE 0.72 0.72 0.020 0.02080 27.0 0.72 5.46 0.11 0.00 CB-143
CB-143 0.30 0.60 ON GRADE 0.72 0.72 0.020 0.02080 27.0 0.72 5.46 0.11 0.00 DCB-109
DCB-109 0.50 0.60 SAG-DOUBLE 1.20 1.20 0.000 0.02080 0.0 N/A 5.31 0.11 0.00
CB-126 0.43 0.60 ON GRADE 1.03 1.03 0.030 0.02080 29.5 0.87 5.79 0.12 0.17 DCB-109
CB-139 0.33 0.60 ON GRADE 0.79 0.79 0.020 0.02080 27.0 0.76 5.66 0.12 0.03 CB-135
CB-135 0.35 0.60 ON GRADE 0.84 0.87 0.020 0.02080 27.0 0.81 5.86 0.12 0.06 DCB-141
DCB-141 0.11 0.60 SAG-DOUBLE 0.26 0.32 0.000 0.02080 0.0 N/A 2.22 0.05 0.00
SWITCH SIDE
DCB-140 0.19 0.60 SAG-DOUBLE 0.46 0.46 0.000 0.02080 0.0 N/A 2.78 0.06 0.00
CB-134 0.23 0.60 ON GRADE 0.55 0.55 0.020 0.02080 27.0 0.61 4.94 0.10 0.00 DCB-140
CB-138 0.16 0.60 ON GRADE 0.38 0.38 0.020 0.02080 27.0 0.49 4.31 0.09 0.00 CB-134
CB-125 0.34 0.60 ON GRADE 0.82 0.82 0.030 0.02080 29.5 0.75 5.30 0.11 0.07 DCB-108
DCB-108 0.43 0.60 SAG-DOUBLE 1.03 1.03 0.000 0.02080 0.0 N/A 4.80 0.10 0.00
CB-107 0.03 0.60 ON GRADE 0.07 0.07 0.020 0.02080 27.0 0.17 2.30 0.05 0.00 DCB-108
CB-120 0.24 0.60 ON GRADE 0.58 0.58 0.020 0.02080 27.0 0.63 5.02 0.10 0.00 DCB-129
CB-121 0.17 0.60 ON GRADE 0.41 0.41 0.020 0.02080 27.0 0.50 4.41 0.09 0.00 DCB-122
DCB-122 0.55 0.60 SAG-DOUBLE 1.32 1.32 0.020 0.02080 27.0 N/A 5.65 0.12 0.00
HELIOS LANE
INLET# DRAINAGE INLET'C' INLET TYPE SURFACE 'Q' SLOPE INLET BYPASS• To Inlet#
AREA SUB. TOTAL LONG. TRANS. K Q CAP SPREAD DEPTH Q REMARKS
DCB-142 0.60 0.60 SAG-DOUBLE 1.44 1.44 0.000 0.02080 0.0 N/A 5.99 0.12 0.00
CB-144 0.27 0.60 ON GRADE 0.65 0.65 0.010 0.02080 21.3 0.66 5.98 0.12 0.00 DCB-142
CB-131 0.21 0.60 ON GRADE 0.50 0.50 0.010 0.02080 21.3 0.56 5.44 0.11 0.00 CB-144
CB-145 0.33 0.60 ON GRADE 0.79 0.79 0.010 0.02080 21.3 0.75 6.44 0.13 0.05 CB-131
DCB-129 0.25 0.60 SAG-DOUBLE 0.60 0.60 0.000 0.02080 0.0 N/A 3.34 0.07 0.00
SWITCH SIDE
CB-106 0.04 0.60 ON GRADE 0.08 0.08 0.015 0.0208 24.1 0.18 2.57 0.05 0.00 DCB-105
DCB-105 0.21 0.60 SAG-DOUBLE 0.50 0.50 0.000 0.0208 0.0 N/A 2.98 0.06 0.00
CB-104 0.18 0.60 SAG-DOUBLE 0.43 0.43 0.000 0.0208 0.0 N/A 2.68 0.06 0.00 CB-103
CB-103 0.22 0.60 ON GRADE 0.53 0.53 0.010 0.0208 21.3 0.58 5.54 0.12 0.00 CB-142
CB-142 0.60 0.60 SAG-DOUBLE 1.44 1.44 0.000 0.0208 0.0 N/A 5.99 0.12 0.00

SELENE DRIVE
INLET# DRAINAGE INLET'C' INLET TYPE SURFACE'Q' SLOPE INLET BYPASS To Inlet#
AREA SUB. TOTAL LONG. TRANS. K Q CAP SPREAD DEPTH Q REMARKS
DCB-220 0.60 0.60 SAG-DOUBLE 1.44 1.44 0.000 0.02080 0.0 N/A 5.99 0.12 0.00
CB-221 0.30 0.60 ON GRADE 0.72 0.72 0.010 0.02080 21.3 0.70 6.22 0.13 0.02 DCB-220
CB-224 0.33 0.60 ON GRADE 0.79 0.79 0.045 0.02080 34.0 0.75 4.86 0.10 0.05 DCB-206
CB-230 i 0.25 i 0.60 i ON GRADE i 0.60 0.60 0.020 i 0.02080 i 27.0 i 0.64 5.10 0.11 0.00 CB-226
DCB-206 0.55 0.60 SAG-DOUBLE 1.32 1.37 0.000 0.02080 0.0 N/A 5.78 0.12 0.00
CB-226 0.22 0.60 ON GRADE 0.53 0.53 0.032 0.02080 29.7 0.56 4.45 0.09 0.00 DCB-206
CB-903 0.04 0.60 ON GRADE 0.10 0.10 0.017 0.02080 25.3 0.20 2.63 0.05 0.00
SWITCH SIDE
CB-902 0.03 0.60 ON GRADE 0.07 0.07 0.020 0.02080 27.0 0.17 2.30 0.05 0.00
CB-225 0.08 0.60 ON GRADE 0.19 0.19 0.030 0.02080 29.5 0.30 3.08 0.06 0.00 CB-204
CB-222 0.15 0.60 ON GRADE 0.36 0.36 0.025 0.02080 28.5 0.46 4.04 0.08 0.00 CB-225
CB-223 0.23 0.60 ON GRADE 0.55 0.55 0.045 0.02080 34.1 0.60 4.24 0.09 0.00 CB-222
DCB-220 0.60 0.60 SAG-DOUBLE 1.44 1.44 0.000 0.02080 0.0 N/A 5.99 0.12 0.00
HESPERUS WAY
INLET# DRAINAGE INLET'C' INLET TYPE SURFACE 'Q' SLOPE INLET BYPASS To Inlet#
AREA SUB. TOTAL LONG. TRANS. K Q CAP SPREAD DEPTH Q REMARKS
CB-228 0.30 0.60 ON GRADE 0.72 0.72 0.030 0.02080 29.5 0.69 5.06 0.11 0.03 DCB-217
DCB-217 0.46 0.60 SAG-DOUBLE 1.10 1.13 0.000 0.02080 0.0 N/A 5.10 0.11 0.00
CB-204 0.16 0.60 ON GRADE 0.38 0.38 0.028 0.02080 29.3 0.48 4.06 0.08 0.00 DCB-217
SWITCH SIDE
CB-203 0.09 0.60 ON GRADE 0.22 0.22 0.028 0.02080 29.3 0.33 3.27 0.07 0.00 DCB-202
DCB-202 0.29 0.60 SAG-DOUBLE 0.70 0.70 0.000 0.02080 0.0 N/A 3.69 0.08 0.00
CB-201 0.10 0.60 ON GRADE 0.24 0.24 0.030 0.02080 29.5 0.35 3.35 0.07 0.00 DCB-202

Swales

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
> Fax [phone]
w w wnagreen.com
ECM D Sv7.0
CHANNEL ANALYSIS
>>>Diversion Swale(PD-1),
Name Diversion Swale(PD-1)
Discharge 10
Channel Slope 0 .02
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type B unch Type
Vegetation Density G od 65-79%
Soil Type Clay Loam(CL)
Unreinforced Vegetation
N ormal Permissible Calculated Safety Staple
ePhase R iach D scharge V locity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 1 0 cfs 2 .51 ft/s 0 .87 ft 0 .055 4 lbs/ft2 1 .08 lbs/ft2 3 .7 S TABLE
Vegetation
Underlying Straight 1 0 cfs 2 .51 ft/s 0 .87 ft 0 .055 2 .85 lbs/ft2 0 .67 lbs/ft2 4 .29 S TABLE
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
> Fax [phone]
w w wnagreen.com
ECM D Sv7.0
CHANNEL ANALYSIS
>>>PD-111
Name PD-111
Discharge 3.32
Channel Slope 0 .02
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 1 0
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type M x(Sod and Bunch)
Vegetation Density G od 65-79%
Soil Type Clay Loam(CL)
Unreinforced Vegetation
N ormal Permissible Calculated Safety Staple
ePhase R iach D scharge V locity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 3 .32 cfs 1 .34 ft/s 0 .48 ft 0 .07 4 lbs/ft2 0 .6 lbs/ft2 6 .65 S TABLE
Vegetation
Underlying Straight 3 .32 cfs 1 .34 ft/s 0 .48 ft 0 .07 4 lbs/ft2 0 .37 lbs/ft2 1 0.84 S TABLE
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
> Fax [phone]
w w wnagreen.com
ECM D Sv7.0
CHANNEL ANALYSIS
>>>PD-112
Name PD-112
Discharge 3.26
Channel Slope 0 .02
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 1 0
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type M x(Sod and Bunch)
Vegetation Density G od 65-79%
Soil Type Clay Loam(CL)
Unreinforced Vegetation
N ormal Permissible Calculated Safety Staple
ePhase R iach D scharge V locity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 3 .26 cfs 1 .33 ft/s 0 .48 ft 0 .07 4 lbs/ft2 0 .6 lbs/ft2 6 .69 S TABLE
Vegetation
Underlying Straight 3 .26 cfs 1 .33 ft/s 0 .48 ft 0 .07 4 lbs/ft2 0 .37 lbs/ft2 1 0.89 S TABLE
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
> Fax [phone]
w w wnagreen.com
ECM D Sv7.0
CHANNEL ANALYSIS
>>>PD-113
Name PD-113
Discharge 2.31
Channel Slope 0 .02
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 1 0
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type M x(Sod and Bunch)
Vegetation Density G od 65-79%
Soil Type Clay Loam(CL)
Unreinforced Vegetation
N ormal Permissible Calculated Safety Staple
ePhase R iach D scharge V locity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 2 .31 cfs 1 .17 ft/s 0 .42 ft 0 .073 4 lbs/ft2 0 .52 lbs/ft2 7 .68 S TABLE
Vegetation
Underlying Straight 2 .31 cfs 1 .17 ft/s 0 .42 ft 0 .073 4 lbs/ft2 0 .33 lbs/ft2 1 2.25 S TABLE
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
> Fax [phone]
w w wnagreen.com
ECM D Sv7.0
CHANNEL ANALYSIS
>>>PD-114
Name PD-114
Discharge 2.01
Channel Slope 0 .02
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 1 0
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type M x(Sod and Bunch)
Vegetation Density G od 65-79%
Soil Type Clay Loam(CL)
Unreinforced Vegetation
N ormal Permissible Calculated Safety Staple
ePhase R iach D scharge V locity Mannings N Rmarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 2 .01 cfs 1 .12 ft/s 0 .39 ft 0 .075 4 lbs/ft2 0 .49 lbs/ft2 8 .12 S TABLE
Vegetation
Underlying Straight 2 .01 cfs 1 .12 ft/s 0 .39 ft 0 .075 4 lbs/ft2 0 .31 lbs/ft2 1 2.84 S TABLE
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
> Fax [phone]
w w wnagreen.com
ECM D Sv7.0
CHANNEL ANALYSIS
>>>PD-115
Name PD-115
Discharge 3.22
Channel Slope 0 .02
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 1 0
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type M x(Sod and Bunch)
Vegetation Density G od 65-79%
Soil Type Clay Loam(CL)
Unreinforced Vegetation
N ormal Permissible Calculated Safety Staple
ePhase R iach D scharge V locity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 3 .22 cfs 1 .32 ft/s 0 .48 ft 0 .07 4 lbs/ft2 0 .6 lbs/ft2 6 .72 S TABLE
Vegetation
Underlying Straight 3 .22 cfs 1 .32 ft/s 0 .48 ft 0 .07 4 lbs/ft2 0 .37 lbs/ft2 1 0.94 S TABLE
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
> Fax [phone]
w w wnagreen.com
ECM D Sv7.0
CHANNEL ANALYSIS
>>>PD-116
Name PD-116
Discharge 1.66
Channel Slope 0 .02
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 1 0
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type M x(Sod and Bunch)
Vegetation Density G od 65-79%
Soil Type Clay Loam(CL)
Unreinforced Vegetation
N ormal Permissible Calculated Safety Staple
ePhase R iach D scharge V locity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 1 .66 cfs 1 .04 ft/s 0 .36 ft 0 .077 4 lbs/ft2 0 .46 lbs/ft2 8 .79 S TABLE
Vegetation
Underlying Straight 1 .66 cfs 1 .04 ft/s 0 .36 ft 0 .077 4 lbs/ft2 0 .29 lbs/ft2 1 3.71 S TABLE
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
> Fax [phone]
w w wnagreen.com
ECM D Sv7.0
CHANNEL ANALYSIS
>>>PD-117
Name PD-117
Discharge 0.7
Channel Slope 0 .02
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 1 0
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type M x(Sod and Bunch)
Vegetation Density G od 65-79%
Soil Type Clay Loam(CL)
Unreinforced Vegetation
N ormal Permissible Calculated Safety Staple
ePhase R iach D scharge V locity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 0 .7 cfs 0 .75 ft/s 0 .25 ft 0 .087 4 lbs/ft2 0 .32 lbs/ft2 1 2.62 S TABLE
Vegetation
Underlying Straight 0 .7 cfs 0 .75 ft/s 0 .25 ft 0 .087 4 lbs/ft2 0 .22 lbs/ft2 1 8.52 S TABLE
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
> Fax [phone]
w w wnagreen.com
ECM D Sv7.0
CHANNEL ANALYSIS
>>>PD-117A
Name PD-117A
Discharge 2.82
Channel Slope 0 .02
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 1 0
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type M x(Sod and Bunch)
Vegetation Density G od 65-79%
Soil Type Clay Loam(CL)
Unreinforced Vegetation
N ormal Permissible Calculated Safety Staple
ePhase R iach D scharge V locity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 2 .82 cfs 1 .26 ft/s 0 .45 ft 0 .071 4 lbs/ft2 0 .56 lbs/ft2 7 .09 S TABLE
Vegetation
Underlying Straight 2 .82 cfs 1 .26 ft/s 0 .45 ft 0 .071 4 lbs/ft2 0 .35 lbs/ft2 1 1.44 S TABLE
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
> Fax [phone]
w w wnagreen.com
ECM D Sv7.0
CHANNEL ANALYSIS
>>>PD-118
Name PD-118
Discharge 2.21
Channel Slope 0 .02
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 1 0
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type M x(Sod and Bunch)
Vegetation Density G od 65-79%
Soil Type Clay Loam(CL)
Unreinforced Vegetation
N ormal Permissible Calculated Safety Staple
ePhase R iach D scharge V locity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 2 .21 cfs 1 .15 ft/s 0 .41 ft 0 .074 4 lbs/ft2 0 .51 lbs/ft2 7 .82 S TABLE
Vegetation
Underlying Straight 2 .21 cfs 1 .15 ft/s 0 .41 ft 0 .074 4 lbs/ft2 0 .32 lbs/ft2 1 2.43 S TABLE
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
> Fax [phone]
w w wnagreen.com
ECM D Sv7.0
CHANNEL ANALYSIS
>>>PD-118
Name PD-118
Discharge 6.88
Channel Slope 0 .02
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 1 0
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type M x(Sod and Bunch)
Vegetation Density G od 65-79%
Soil Type Clay Loam(CL)
Unreinforced Vegetation
N ormal Permissible Calculated Safety Staple
ePhase R iach D scharge V locity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 6 .88 cfs 1 .74 ft/s 0 .64 ft 0 .063 4 lbs/ft2 0 .8 lbs/ft2 4 .99 S TABLE
Vegetation
Underlying Straight 6 .88 cfs 1 .74 ft/s 0 .64 ft 0 .063 4 lbs/ft2 0 .47 lbs/ft2 8 .48 S TABLE
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
> Fax [phone]
w w wnagreen.com
ECM D Sv7.0
CHANNEL ANALYSIS
>>>PD-123
Name PD-123
Discharge 4.23
Channel Slope 0 .02
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 1 0
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type M x(Sod and Bunch)
Vegetation Density G od 65-79%
Soil Type Clay Loam(CL)
Unreinforced Vegetation
N ormal Permissible Calculated Safety Staple
ePhase R iach D scharge V locity Mannings N Rmarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 4 .23 cfs 1 .46 ft/s 0 .53 ft 0 .068 4 lbs/ft2 0 .66 lbs/ft2 6 .03 S TABLE
Vegetation
Underlying Straight 4 .23 cfs 1 .46 ft/s 0 .53 ft 0 .068 4 lbs/ft2 0 .4 lbs/ft2 9 .98 S TABLE
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
> Fax [phone]
w w wnagreen.com
ECM D Sv7.0
CHANNEL ANALYSIS
>>>PD-124
Name PD-124
Discharge 5.93
Channel Slope 0 .02
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 1 0
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type M x(Sod and Bunch)
Vegetation Density G od 65-79%
Soil Type Clay Loam(CL)
Unreinforced Vegetation
N ormal Permissible Calculated Safety Staple
ePhase R iach D scharge V locity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 5 .93 cfs 1 .65 ft/s 0 .61 ft 0 .065 4 lbs/ft2 0 .76 lbs/ft2 5 .29 S TABLE
Vegetation
Underlying Straight 5 .93 cfs 1 .65 ft/s 0 .61 ft 0 .065 4 lbs/ft2 0 .45 lbs/ft2 8 .92 S TABLE
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
> Fax [phone]
w w wnagreen.com
ECM D Sv7.0
CHANNEL ANALYSIS
>>>PD-136
Name PD-136
Discharge 6.18
Channel Slope 0 .02
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 1 0
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type M x(Sod and Bunch)
Vegetation Density G od 65-79%
Soil Type Clay Loam(CL)
Unreinforced Vegetation
N ormal Permissible Calculated Safety Staple
ePhase R iach D scharge V locity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 6 .18 cfs 1 .67 ft/s 0 .62 ft 0 .064 4 lbs/ft2 0 .77 lbs/ft2 5 .2 S TABLE
Vegetation
Underlying Straight 6 .18 cfs 1 .67 ft/s 0 .62 ft 0 .064 4 lbs/ft2 0 .46 lbs/ft2 8 .79 S TABLE
Substrate

NORTH North American G reen
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
> Fax [phone]
w w wnagreen.com
ECM D Sv7.0
CHANNEL ANALYSIS
>>>PD-137
Name PD-137
Discharge 7.34
Channel Slope 0 .02
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 1 0
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type M x(Sod and Bunch)
Vegetation Density G od 65-79%
Soil Type Clay Loam(CL)
Unreinforced Vegetation
N ormal Permissible Calculated Safety Staple
ePhase R iach D scharge V locity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 7 .34 cfs 1 .77 ft/s 0 .66 ft 0 .063 4 lbs/ft2 0 .82 lbs/ft2 4 .88 S TABLE
Vegetation
Underlying Straight 7 .34 cfs 1 .77 ft/s 0 .66 ft 0 .063 4 lbs/ft2 0 .48 lbs/ft2 8 .31 S TABLE
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
> Fax [phone]
w w wnagreen.com
ECM D Sv7.0
CHANNEL ANALYSIS
>>>PD-208
Name PD-208
Discharge 3.12
Channel Slope 0 .02
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 1 0
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type M x(Sod and Bunch)
Vegetation Density G od 65-79%
Soil Type Clay Loam(CL)
Unreinforced Vegetation
N ormal Permissible Calculated Safety Staple
ePhase R iach D scharge V locity Mannings N Rmarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 3 .12 cfs 1 .31 ft/s 0 .47 ft 0 .07 4 lbs/ft2 0 .59 lbs/ft2 6 .8 S TABLE
Vegetation
Underlying Straight 3 .12 cfs 1 .31 ft/s 0 .47 ft 0 .07 4 lbs/ft2 0 .36 lbs/ft2 1 1.05 S TABLE
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
> Fax [phone]
w w wnagreen.com
ECM D Sv7.0
CHANNEL ANALYSIS
>>>PD-209
Name PD-209
Discharge 2.82
Channel Slope 0 .02
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 1 0
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type M x(Sod and Bunch)
Vegetation Density G od 65-79%
Soil Type Clay Loam(CL)
Unreinforced Vegetation
N ormal Permissible Calculated Safety Staple
ePhase R iach D scharge V locity Mannings N Rmarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 2 .82 cfs 1 .26 ft/s 0 .45 ft 0 .071 4 lbs/ft2 0 .56 lbs/ft2 7 .09 S TABLE
Vegetation
Underlying Straight 2 .82 cfs 1 .26 ft/s 0 .45 ft 0 .071 4 lbs/ft2 0 .35 lbs/ft2 1 1.44 S TABLE
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
> Fax [phone]
w w wnagreen.com
ECM D Sv7.0
CHANNEL ANALYSIS
>>>PD-210
Name PD-210
Discharge 5.48
Channel Slope 0 .02
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type M x(Sod and Bunch)
Vegetation Density G od 65-79%
Soil Type Clay Loam(CL)
Unreinforced Vegetation
N ormal Permissible Calculated Safety Staple
ePhase R iach D scharge V locity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 5 .48 cfs 2 .01 ft/s 0 .68 ft 0 .06 4 lbs/ft2 0 .84 lbs/ft2 4 .74 S TABLE
Vegetation
Underlying Straight 5 .48 cfs 2 .01 ft/s 0 .68 ft 0 .06 4 lbs/ft2 0 .54 lbs/ft2 7 .39 S TABLE
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
> Fax [phone]
w w wnagreen.com
ECM D Sv7.0
CHANNEL ANALYSIS
>>>PD-212
Name PD-212
Discharge 2.11
Channel Slope 0 .02
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 1 0
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type M x(Sod and Bunch)
Vegetation Density G od 65-79%
Soil Type Clay Loam(CL)
Unreinforced Vegetation
N ormal Permissible Calculated Safety Staple
ePhase R iach D scharge V locity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 2 .11 cfs 1 .14 ft/s 0 .4 ft 0 .074 4 lbs/ft2 0 .5 lbs/ft2 7 .97 S TABLE
Vegetation
Underlying Straight 2 .11 cfs 1 .14 ft/s 0 .4 ft 0 .074 4 lbs/ft2 0 .32 lbs/ft2 1 2.63 S TABLE
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
> Fax [phone]
w w wnagreen.com
ECM D Sv7.0
CHANNEL ANALYSIS
>>>PD-213
Name PD-213
Discharge 1.01
Channel Slope 0 .02
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 1 0
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type M x(Sod and Bunch)
Vegetation Density G od 65-79%
Soil Type Clay Loam(CL)
Unreinforced Vegetation
N ormal Permissible Calculated Safety Staple
ePhase R iach D scharge V locity Mannings N Rmarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 1 .01 cfs 0 .87 ft/s 0 .3 ft 0 .082 4 lbs/ft2 0 .37 lbs/ft2 1 0.8 S TABLE
Vegetation
Underlying Straight 1 .01 cfs 0 .87 ft/s 0 .3 ft 0 .082 4 lbs/ft2 0 .25 lbs/ft2 1 6.28 S TABLE
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
> Fax [phone]
w w wnagreen.com
ECM D Sv7.0
CHANNEL ANALYSIS
>>>PD-214
Name PD-214
Discharge 1.31
Channel Slope 0 .02
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 1 0
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type M x(Sod and Bunch)
Vegetation Density G od 65-79%
Soil Type Clay Loam(CL)
Unreinforced Vegetation
N ormal Permissible Calculated Safety Staple
ePhase R iach D scharge V locity Mannings N Rmarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 1 .31 cfs 0 .95 ft/s 0 .33 ft 0 .079 4 lbs/ft2 0 .41 lbs/ft2 9 .69 S TABLE
Vegetation
Underlying Straight 1 .31 cfs 0 .95 ft/s 0 .33 ft 0 .079 4 lbs/ft2 0 .27 lbs/ft2 1 4.87 S TABLE
Substrate

NORTH North American G reen
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
> Fax [phone]
w w wnagreen.com
ECM D Sv7.0
CHANNEL ANALYSIS
>>>PD-215
Name PD-215
Discharge 2.46
Channel Slope 0 .02
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 1 0
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type M x(Sod and Bunch)
Vegetation Density G od 65-79%
Soil Type Clay Loam(CL)
Unreinforced Vegetation
N ormal Permissible Calculated Safety Staple
ePhase R iach D scharge V locity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 2 .46 cfs 1 .2 ft/s 0 .43 ft 0 .073 4 lbs/ft2 0 .53 lbs/ft2 7 .48 S TABLE
Vegetation
Underlying Straight 2 .46 cfs 1 .2 ft/s 0 .43 ft 0 .073 4 lbs/ft2 0 .33 lbs/ft2 1 1.98 S TABLE
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
> Fax [phone]
w w wnagreen.com
ECM D Sv7.0
CHANNEL ANALYSIS
>>>PD-216
Name PD-216
Discharge 0.85
Channel Slope 0 .02
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type M x(Sod and Bunch)
Vegetation Density G od 65-79%
Soil Type Clay Loam(CL)
Unreinforced Vegetation
N ormal Permissible Calculated Safety Staple
ePhase R iach D scharge V locity Mannings N Rmarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 0 .85 cfs 0 .98 ft/s 0 .3 ft 0 .078 4 lbs/ft2 0 .37 lbs/ft2 1 0.76 S TABLE
Vegetation
Underlying Straight 0 .85 cfs 0 .98 ft/s 0 .3 ft 0 .078 4 lbs/ft2 0 .28 lbs/ft2 1 4.44 S TABLE
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
> Fax [phone]
w w wnagreen.com
ECM D Sv7.0
CHANNEL ANALYSIS
>>>PD-218
Name PD-218
Discharge 4.22
Channel Slope 0 .02
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 1 0
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type M x(Sod and Bunch)
Vegetation Density G od 65-79%
Soil Type Clay Loam(CL)
Unreinforced Vegetation
N ormal Permissible Calculated Safety Staple
ePhase R iach D scharge V locity Mannings N Rmarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 4 .22 cfs 1 .46 ft/s 0 .53 ft 0 .068 4 lbs/ft2 0 .66 lbs/ft2 6 .04 S TABLE
Vegetation
Underlying Straight 4 .22 cfs 1 .46 ft/s 0 .53 ft 0 .068 4 lbs/ft2 0 .4 lbs/ft2 9 .99 S TABLE
Substrate

NORTH North American G reen
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
> Fax [phone]
w w wnagreen.com
ECM D Sv7.0
CHANNEL ANALYSIS
>>>PD-219
Name PD-219
Discharge 2.77
Channel Slope 0 .02
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 1 0
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type M x(Sod and Bunch)
Vegetation Density G od 65-79%
Soil Type Clay Loam(CL)
Unreinforced Vegetation
N ormal Permissible Calculated Safety Staple
ePhase R iach D scharge V locity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 2 .77 cfs 1 .25 ft/s 0 .45 ft 0 .072 4 lbs/ft2 0 .56 lbs/ft2 7 .14 S TABLE
Vegetation
Underlying Straight 2 .77 cfs 1 .25 ft/s 0 .45 ft 0 .072 4 lbs/ft2 0 .35 lbs/ft2 1 1.51 S TABLE
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
> Fax [phone]
w w wnagreen.com
ECM D Sv7.0
CHANNEL ANALYSIS
>>>PD-227
Name PD-227
Discharge 2.66
Channel Slope 0 .02
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type M x(Sod and Bunch)
Vegetation Density G od 65-79%
Soil Type Clay Loam(CL)
Unreinforced Vegetation
N ormal Permissible Calculated Safety Staple
ePhase R iach D scharge V locity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 2 .66 cfs 1 .53 ft/s 0 .5 ft 0 .066 4 lbs/ft2 0 .62 lbs/ft2 6 .46 S TABLE
Vegetation
Underlying Straight 2 .66 cfs 1 .53 ft/s 0 .5 ft 0 .066 4 lbs/ft2 0 .42 lbs/ft2 9 .52 S TABLE
Substrate

Culverts

Culvert Report
Hydraflow Express Extension for Autodesk®Civil 3D®by Autodesk, Inc. Thursday,Aug 31 2023
909 to 908
Invert Elev Dn (ft) = 581.93 Calculations
Pipe Length (ft) = 95.01 Qmin (cfs) = 8.96
Slope (%) = 0.60 Qmax (cfs) = 8.96
Invert Elev Up (ft) = 582.50 Tailwater Elev (ft) = (dc+D)/2
Rise (in) = 24.0
Shape = Circular Highlighted
Span (in) = 24.0 Qtotal (cfs) = 8.96
No. Barrels = 1 Qpipe (cfs) = 8.96
n-Value = 0.012 Qovertop (cfs) = 0.00
Culvert Type = Circular Concrete Veloc Dn (ft/s) = 3.47
Culvert Entrance = Square edge w/headwall (C) Veloc Up (ft/s) = 5.25
Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL Dn (ft) = 583.46
HGL Up (ft) = 583.57
Embankment Hw Elev (ft) = 584.07
Top Elevation (ft) = 586.50 Hw/D (ft) = 0.79
Top Width (ft) = 60.00 Flow Regime = Inlet Control
Crest Width (ft) = 10.00
Elev(ftj 909 to 908 Hw Depth(ft)
:::
. 4.50
3.50
585.00 2.50
584.00 1.50
583.00 0.50
582.OD - .0.50
581.00 - . -1.50
580.00 -2.50
0 10 20 30 40 50 60 7D 80 9D 1D2 110 120 130 140
Circular Culvert HGL Embank
Reach(ft)

Hydrology Report
Hydraflow Express Extension for Autodesk®Civil 3D®by Autodesk, Inc. Thursday,Aug 31 2023
909 to 908
Hydrograph type = Rational Peak discharge (cfs) = 8.957
Storm frequency (yrs) = 25 Time interval (min) = 1
Drainage area (ac) = 2.140 Runoff coeff. (C) = 0.5
Rainfall Inten (in/hr) = 8.371 Tc by User (min) = 5
IDF Curve = Aurora IDF.IDF Rec limb factor = 1.00
Hydrograph Volume=2,687(cuff);0.062(acft)
Runoff Hydrograph
Q (cfs) 25-yr frequency Q (cfs)
10.00 - 10.00
8.00 8.00
6.00 6.00
4.00 4.00
2.00 2.00
0.00 0.00
0 5 10
Time (min)
Runoff Hyd -Qp = 8.96 (cfs)

Culvert Report
Hydraflow Express Extension for Autodesk®Civil 3D®by Autodesk, Inc. Thursday,Aug 31 2023
907 to 906
Invert Elev Dn (ft) = 581.47 Calculations
Pipe Length (ft) = 92.18 Qmin (cfs) = 14.86
Slope (%) = 1.39 Qmax (cfs) = 14.86
Invert Elev Up (ft) = 582.75 Tailwater Elev (ft) = (dc+D)/2
Rise (in) = 24.0
Shape = Circular Highlighted
Span (in) = 24.0 Qtotal (cfs) = 14.86
No. Barrels = 1 Qpipe (cfs) = 14.86
n-Value = 0.012 Qovertop (cfs) = 0.00
Culvert Type = Circular Concrete Veloc Dn (ft/s) = 5.24
Culvert Entrance = Square edge w/headwall (C) Veloc Up (ft/s) = 6.39
Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL Dn (ft) = 583.16
HGL Up (ft) = 584.14
Embankment Hw Elev (ft) = 584.98
Top Elevation (ft) = 586.90 Hw/D (ft) = 1.11
Top Width (ft) = 40.00 Flow Regime = Inlet Control
Crest Width (ft) = 10.00
Elev(ftj 907 to 906 Hw Depth(0)
687.00 4.25
586.00 3.25
-------7' .-------.---------
585.00 2.25
584.00 - 1.25
583.00 0.25
582.00 --0.75
1
581.00 - -1.75
580.00 - - -2.75
0 10 20 30 40 50 60 7D 80 9D 1DL, 110 120 130 140
Circular Culvert HGL Embank
Reach(10

Hydrology Report
Hydraflow Express Extension for Autodesk®Civil 3D®by Autodesk, Inc. Thursday,Aug 31 2023
907 to 906
Hydrograph type = Rational Peak discharge (cfs) = 14.86
Storm frequency (yrs) = 25 Time interval (min) = 1
Drainage area (ac) = 3.550 Runoff coeff. (C) = 0.5
Rainfall Inten (in/hr) = 8.371 Tc by User (min) = 5
IDF Curve = Aurora IDF.IDF Rec limb factor = 1.00
Hydrograph Volume=4,457(cuft);0.102(acft)
Runoff Hydrograph
Q (cfs) 25-yr frequency Q (cfs)
15.00 15.00
12.00 12.00
9.00 9.00
6.00 6.00
3.00 3.00
0.00 0.00
0 5 10
Time (min)
Runoff Hyd -Qp = 14.86 (cfs)