SW6241003_Design Calculations_20241029

Bowman
NORTH CAROLINA
Turnberry South Phase 2
Townsend Road
Raeford, Hoke County, North Carolina
COORDINATE: 34°59'40.992"N, 79°8'54.9348"W
Project No: 2201 64-01 -01 2
Stormwater Design Report
Prepared By:
Bowman
NORTH CAROLINA
4006 Barrett Drive, Suite 104
Raleigh, NC 27609
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a SEAL
051571
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PREPARED FOR: _I
El Padre, LLC Carlo Pardo, PE
James Lauchlin McFadyen NC License No. 051571
2090 Amalfi Place 0: [phone]
Apex, NC 27502-7057 [e-mail]
AUGUST 6, 2024
Turnberry South Phase 2 -Storm water Design Report 1 I P a g e

Bowman
NORTH CAROLINA
TABLE OF CONTENTS
Stormwater Management Narrative PAGE
• Project Description 3
• Watershed 3
• Floodplains 3
• Design Requirements 3
• Methodology 3
• Peak Runoff Analysis 4
Appendix A: Figures 6
• County Soil Survey
• Topography Map
• FEMA Flood Map No. 3710945600J
• Hydrologic Unit Code (HUC)
• Surface Water Classification Map
• NOAA Point Precipitation Frequency Estimates
• Pre-Development Drainage Basin Map
• Post-Development Drainage Basin Map
• Design Supplement
Appendix B: Wet Pond #1 Calculations 7
• CN Values
• Wet Pond Design
• Hydrographs
• Spillway Design
• Rip-Rap Apron Calculations
• Stormwater Management Details
Appendix C: Wet Pond #2 Calculations 8
• CN Values
• Wet Pond Design
• Hydrographs
• Spillway Design
• Rip-Rap Apron Calculations
• Stormwater Management Details
Appendix D: Wet Pond #3 Calculations 9
• CN Values
• Wet Pond Design
• Hydrographs
• Spillway Design
• Rip-Rap Apron Calculations
• Stormwater Management Details
Turnberry South Phase 2 -Stormwater Design Report 2

Bowman
NORTH CAROLINA
STORMWATER MANAGEMENT NARRATIVE
PROJECT DESCRIPTION
This report contains the Stormwater design calculations for the proposed Turnberry South Phase
2 development in Hoke County, North Carolina. The report consists of a review of available
hydrologic data, methods analysis, development of existing and proposed hydraulic models, and
presentation of the impacts of the proposed development in the project.
The proposed site is on Townsend Road. The development of the site will result in an on-site
impervious area of 20.53 acres (+894,462 SF).
Soils located within the project site as defined by NRCS (National Resources Conservation
Service) are described in Table 1.
Table 1:Hydrologic Soil Groups
Group Description
WaB Wagram loamy sand, 0 to 6 percent slopes
NoB Norfolk loamy sand, 2 to 6 percent slopes
GoA Goldsboro loamy sand, 0 to 2 percent slopes
BaD Blaney loamy sand, 8 to 15 percent slopes
WATERSHED
There are no streams located on site. The site drains to Beaver Creek in the Cape Fear River Basin.
FLOODPLAINS
The project is shown to be located in Zone 'X' per FEMA Panel 3710945500J located in Appendix
A. This zone has minimal flood risk.
DESIGN REQUIREMENTS
Stormwater design was based on the standards presented in the North Carolina Department of
Environmental Quality (NC DEQ) Stormwater Design Manual.
The NC DEQ requires that post-development discharge rates for the site are not to exceed pre-
development discharge rates for the one(1)-year,two(1)-year,and ten (10)-year twenty-four(24)-
hour duration storm event. The one hundred (100)-year twenty-four hour duration storm event
was also analyzed.
Stormwater control will be provided by three infiltrating wet ponds as part of the development.
METHODOLOGY
Hydrology and storm water modeling calculations were performed using the latest version of
Hydraflow modeling software. Simulations were set up based on information provided within the
North Carolina Department of Environmental Quality (NC DEQ) Stormwater Design Manual.
Turnberry South Phase 2 -Stormwater Design Report 3 I P a g e

Bowman
NORTH CAROLINA
The Soil Conservation Service (NRCS TR-55) hydrologic method was utilized for the estimation of
stormwater runoff peak rates and the generation of hydrographs for the routing of stormwater
flows. Input and results can be found summarized in tables throughout this report and in the
appendices.
PEAK RUNOFF ANALYSIS
• Pre-Development Conditions
The site is currently vacant with primarily open and/or wooded space. For the purposes of SCM
design,three (3) drainage areas were analyzed in this report with their own study point, composite
runoff curve number and point of analysis.
The characteristics for the pre-development condition are shown in the table below and additional
calculations can be found in Appendix B. A drainage map identifying the basin can also be found
in Appendix B.
Table 2:Pre-Development Drainage Area Summaries
Area
Composite Time of
Basin ID [acres] Curve Concentration
Number (CN) (Tc) [min.]
Pre-Developed DA #1 5.76 51.2 38.0
Pre-Developed DA #2 20.73 53.2 47.5
Pre-Developed DA #3 11.61 53.7 42.8
• Post-Development Conditions
The post-development condition contains three (3) drainage areas to the infiltrating wet pond
consisting of the proposed residential development area and some offsite area.The drainage area
collects runoff with curb inlets, and drainage pipes that connect to the respective infiltration basin
SCM.
The characteristics for the post-development drainage areas are shown below and additional
calculations can be found in Appendix B. A drainage map identifying the area can be found in
Appendix B.
Table 3:Post Development Area Summaries
Area Composite Time of
Basin ID [acres] Curve Concentration
Number (CN) _ (Tc) [min.] _
Post-Developed DA #7 20.82 77.8 5.0 _
Post-Developed DA #2 15.18 75.1 5.0
Post-Developed DA #3 7.77 75.5 5.0
Turnberry South Phase 2 -Storm water Design Report 4

Bowman
NORTH CAROLINA
• Comparison of Peak Discharges
The pre- and post- development peak discharges are shown below. Full calculations and
hydrographs can be found on Appendix B.
Table 4: Total Site Downstream Impact-Infiltrating Wet Pond#1
Pre-Dev. Post-Dev. w/o Detention Post-Dev. w/ Detention
Peak Discharge Rate Peak Discharge Rate Peak Discharge Rate
Storm Event (cfs) (cfs) (cfs)
1-yr 24-hr 0.217 40.59 0.203
2-yr 24-hr 0.935 57.17 0.681
10-yr 24-hr 6.029 107.14 3.496
100-yr 24-hr 20.36 191.96 15.34
Table 5: Total Site Downstream Impact-Infiltrating Wet Pond#2
Pre-Dev. Post-Dev. w/o Detention Post-Dev. w/ Detention
Peak Discharge Rate Peak Discharge Rate Peak Discharge Rate
Storm Event (cfs) (cfs) (cfs)
1-yr 24-hr 0.652 25.59 0.154
2-yr 24-hr 2.180 37.11 0.610
10-yr 24-hr 11.08 72.06 4.021
100-yr 24-hr 34.31 133.26 20.99
Table 6: Total Site Downstream Impact-Infiltrating Wet Pond#3
Pre-Dev. Post-Dev. w/o Detention Post-Dev. w/ Detention
Peak Discharge Rate _Peak Discharge Rate Peak Discharge Rate
Storm Event (cfs) (cfs) (cfs)
1-yr 24-hr 0.219 _ 13.39 0.107
2-yr 24-hr 0.721 19.34 0.335
10-yr 24-hr 3.584 _ 37.34 2.581
100-yr 24-hr 10.87 68.73 24.06
Turnberry South Phase 2 -Stormwater Design Report 5 I P a g e

Bowman
NORTH CAROLINA
APPENDIX A
Figures
County Soil Survey
Topography Map
FEMA Flood Map
Hydrologic Unit Code (HUC)
Surface Classification Map
NOAA Point Precipitation Frequency Estimates
Pre-Development Drainage Basin Map
Post-Development Drainage Basin Map
Design Supplement
Turnberry South Phase 2 -Storm water Design Report 6 I P a g e

Hydrologic Soil Group—Hoke County, North Carolina
5' 5'
A M
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3 3
m Map Scale:1:7,760 if printed on A landscape(11"x 8.5")sheet.
Meters N
0 100 200 400 600
Feet
0 350 700 1400 2100
Map projection:Web Mercator Corner coordinates:WG584 Edge tics:UTM Zone 17N WG.584
USDA Natural Resources Web Soil Survey 4/12/2024
Conservation Service National Cooperative Soil Survey Page 1 of 4

Hydrologic Soil Group—Hoke County, North Carolina
MAP LEGEND MAP INFORMATION
Area of Interest(AOI) p c The soil surveys that comprise your AOI were mapped at
Area of Interest(AOI) 1:24,000.
0 C/D
Soils • D Warning:Soil Map may not be valid at this scale.
Soil Rating Polygons
l A p Not rated or not available Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
n A/D Water Features line placement.The maps do not show the small areas of
Streams and Canals contrasting soils that could have been shown at a more detailed
n B scale.
Transportation
Q B/D
r4-1. Rails Please rely on the bar scale on each map sheet for map
n C measurements.
ti Interstate Highways
C/D US Routes Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
0 D Major Roads Coordinate System: Web Mercator(EPSG:3857)
n Not rated or not available Local Roads
Maps from the Web Soil Survey are based on the Web Mercator
Soil Rating Lines Background projection,which preserves direction and shape but distorts
• • A distance and area.A projection that preserves area,such as the
1111 Aerial Photography Albers equal-area conic projection,should be used if more
• • A/D accurate calculations of distance or area are required.
^r B This product is generated from the USDA-NRCS certified data as
.v B/D of the version date(s)listed below.
• r C Soil Survey Area: Hoke County, North Carolina
Survey Area Data: Version 21,Sep 13,2023
• • C/D
Soil map units are labeled(as space allows)for map scales
• • D 1:50,000 or larger.
• w Not rated or not available Date(s)aerial images were photographed: Apr 17,2022—May
Soil Rating Points 20,2022
p A The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
O A/D imagery displayed on these maps.As a result,some minor
• B shifting of map unit boundaries may be evident.
• B/D
USDA Natural Resources Web Soil Survey 4/12/2024
Conservation Service National Cooperative Soil Survey Page 2 of 4

Hydrologic Soil Group—Hoke County, North Carolina
Hydrologic Soil Group
Map unit symbol Map unit name Rating Acres in AOI Percent of AOI
BaB Blaney loamy sand,2 to C 9.6 6.9%
8 percent slopes
BaD Blaney loamy sand,8 to C 7.3 5.3%
15 percent slopes
GoA Goldsboro loamy sand, B 5.2 3.8%
0 to 2 percent slopes,
Southern Coastal
Plain
Mc McColl loam D 0.3 0.2%
NoB Norfolk loamy sand,2 to A 24.4 17.6%
6 percent slopes
WaB Wagram loamy sand,0 A 92.2 66.3%
to 6 percent slopes
Totals for Area of Interest 139.1 100.0%
USDA Natural Resources Web Soil Survey 4/12/2024
Conservation Service National Cooperative Soil Survey Page 3 of 4

Hydrologic Soil Group—Hoke County,North Carolina
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive
precipitation from long-duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential)when
thoroughly wet. These consist mainly of deep, well drained to excessively
drained sands or gravelly sands. These soils have a high rate of water
transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well
drained soils that have moderately fine texture to moderately coarse texture.
These soils have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of
water transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential)when
thoroughly wet. These consist chiefly of clays that have a high shrink-swell
potential, soils that have a high water table, soils that have a claypan or clay
layer at or near the surface, and soils that are shallow over nearly impervious
material. These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in
their natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff.None Specified
Tie-break Rule: Higher
USDA Natural Resources Web Soil Survey 4/12/2024
Conservation Service National Cooperative Soil Survey Page 4 of 4

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Feet 1:6 79°8'51"W 34°59'35"N unmapped and unmodernized areas cannot be used for
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Basemap Imagery Source:USGS National Map 2023

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NOAA Atlas 14,Volume 2,Version 3
N. Location name: Raeford, North Carolina, USA* °�✓
V t. Latitude: 35.0076°,Longitude:-79.1669° e nun
\VPElevation: m/ft**
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POINT PRECIPITATION FREQUENCY ESTIMATES
G.M.Bonnin,D.Martin,B.Lin,T.Parzybok,M.Yekta,and D.Riley
NOAA,National Weather Service,Silver Spring,Maryland
PF tabular I PF graphical I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches/hour)1
Average recurrence interval(years)
Duration
1 2 5 10 25 50 100 200 500 1000
5-min 5.23 6.17 7.20 7.97 8.89 9.56 10.2 10.8 11.5 12.1
(4.75-5.78) (5.62-6.83) (6.54-7.97) (7.22-8.80) (8.03-9.79) (8.60-10.5) (9.13-11.2) (9.61-11.8) (10.2-12.7) (10.6-13.3)
10-min 4.18 4.94 5.76 6.38 7.09 7.61 8.10 8.55 9.11 9.52
(3.80-4.62) (4.49-5.47) (5.24-6.38) (5.78-7.03) (6.40-7.81) i (6.85-8.37) (7.25-8.90) (7.62-9.39) (8.05-10.0) (8.36-10.5)
15-min 3.48 4.14 4.86 5.38 5.99 6.42 6.82 7.19 7.65 7.97
(3.16-3.85) (3.76-4.58) (4.42-5.38) (4.87-5.93) (5.40-6.60) (5.78-7.06) (6.11-7.50) (6.41-7.90) (6.76-8.40) (6.99-8.76)
30-min 2.39 2.86 3.45 3.90 4.44 4.84 5.23 5.60 6.09 6.45
(2.17-2.64) (2.60-3.16) (3.14-3.82) (3.53-4.30) (4.00-4.88) (4.36-5.32) (4.68-5.74) (4.99-6.15) (5.38-6.68) (5.66-7.09)
60-min 1.49 r 1.79 2.21 2.54 2.95 3.28 3.60 3.93 4.37 4.71
(1.35-1.65) (1.63-1.98) (2.01-2.45) (2.30-2.80) (2.66-3.25) (2.95-3.60) (3.22-3.96) (3.50-4.31) (3.86-4.80) (4.13-5.18)
2-hr 0.867 1.05 1.32 1.53 1.81 2.03 2.25 2.48 2.79 3.04
(0.781-0.974) (0.948-1.18) (1.19-1.48) (1.37-1.71) (1.61-2.02) (1.80-2.27) (1.99-2.52) (2.18-2.77) (2.43-3.12) (2.62-3.39)
3-hr 0.611 0.740 0.935 1.09 1.30 1.48 1.66 1.85 2.12 2.34
(0.551-0.689) (0.667-0.833) (0.841-1.05) (0.978-1.22) (1.16-1.46) (1.31-1.66) (1.46-1.86) (1.62-2.07) (1.83-2.37) (2.00-2.61)
6-hr 0.365 0.443 0.559 0.653 0.784 0.892 1.01 1.12 1.30 1.43
(0.330-0.408) (0.401-0.493) (0.505-0.622) (0.588-0.725) (0.701-0.869) (0.793-0.987) (0.886-1.11) (0.983-1.24) _(1.12-1.43) (1.22-1.58)
12-hr 0.214 0.259 0.329 0.387 0.468 0.535 0.606 0.683 0.794 0.885
(0.193-0.239) (0.234-0.289) (0.297-0.367) (0.347-0.430) (0.416-0.518) (0.473-0.592) (0.531-0.670) (0.592-0.754) (0.678-0.875) (0.746-0.974)
24-hr 0.126 0.153 0.194 0.226 0.271 0.307 0.345 0.383 0.437 0.479
(0.117-0.136) (0.142-0.165) (0.180-0.209) (0.209-0.244) (0.250-0.293) (0.282-0.331) (0.315-0.372) (0.350-0.413) (0.396-0.471) (0.433-0.517)
2-day 0.073 0.088 0.111 0.129 0.154 0.174 0.195 0.216 0.245 0.269
(0.068-0.079) (0.082-0.095) (0.103-0.119) (0.120-0.139) (0.142-0.166) (0.160-0.187)1(0.179-0.209)1(0.198-0.232), (0.223-0.264) (0.243-0.289)
3-day 0.052 0.062 0.078 0.090 0.108 0.121 0.135 0.150 0.170 0.186
(0.048-0.055) (0.058-0.067) (0.073-0.083) (0.084-0.097) (0.100-0.115) (0.112-0.130) (0.125-0.145) (0.138-0.161) (0.155-0.182) (0.169-0.200)
4-day 0.041 0.049 0.061 0.071 0.084 I 0.095 0.106 0.117 0.132 0.144
(0.038-0.044) (0.046-0.053) (0.057-0.065) (0.066-0.076) (0.078-0.090) (0.088-0.101) (0.098-0.113) (0.108-0.125) (0.121-0.141) (0.132-0.155)
7-day 0.027 0.032 0.040 0.046 0.054 0.060 0.067 0.074 0.083 0.091
(0.025-0.029) (0.030-0.035) (0.037-0.043) (0.043-0.049) (0.050-0.058),(0.056-0.065) (0.062-0.072) (0.068-0.079) (0.076-0.089) (0.083-0.098)
10-day 0.022 0.026 0.031 0.036 0.041 0.046 0.051 0.055 0.062 0.067
(0.020-0.023) (0.024-0.027) (0.029-0.033) (0.033-0.038) (0.039-0.044) (0.043-0.049) (0.047-0.054) (0.051-0.059) (0.057-0.066) (0.061-0.071)
20-day 0.014 0.017 0.020 0.023 0.027 0.029 I 0.032 1 0.035 0.039 0.042
(0.014-0.015) (0.016-0.018) (0.019-0.022) (0.022-0.024) (0.025-0.028),(0.027-0.03111(0.030-0.034)1(0.032-0.037) (0.036-0.041) (0.038-0.044)
30-day 0.012 0.014 0.016 0.018 0.021 0.023 0.025 0.027 0.029 0.031
(0.011-0.013) (0.013-0.015) (0.016-0.017) (0.017-0.019) (0.020-0.022) (0.021-0.024) (0.023-0.026) (0.025-0.028) (0.027-0.031) (0.029-0.033)
45-day 0.010 0.012 0.014 0.015 0.017 0.018 0.019 0.021 0.023 0.024
(0.009-0.010) (0.011-0.012) (0.013-0.014) (0.014-0.016) (0.016-0.018) (0.017-0.019) (0.018-0.021) (0.019-0.022) (0.021-0.024) (0.022-0.025)
60-day 0.009 0.010 0.012 0.013 0.015 0.016 I 0.017 0.018 0.019 0.020
(0.008-0.009) (0.010-0.011) (0.011-0.013) (0.012-0.014) (0.014-0.015) (0.015-0.017A(0.016-0.018) (0.017-0.019) (0.018-0.020) (0.019-0.021)
1 Precipitation frequency(PF)estimates in this table are based on frequency analysis of partial duration series(PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90%confidence interval.The probability that precipitation frequency estimates(for
a given duration and average recurrence interval)will be greater than the upper bound(or less than the lower bound)is 5%.Estimates at upper bounds are not
checked against probable maximum precipitation(PMP)estimates and may be higher than currently valid PMP values.
Please refer to NOAA Atlas 14 document for more information.
Back to Top
PF graphical
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5/23/23,2:23 PM Precipitation Frequency Data Server
PDS-based intensity-duration-frequency (IDF) curves
Latitude: 35.0076°, Longitude: -79.1669°
r Average recurrence
101 interval
------___� --_ (years)
L
1
10a - \ \ 2
c \\ 10
._ — 25
O \\ —— 50
y
2 10-1 s.--._ — l00
ii \ — 200
V \
ti �\ 500
��_ — 1000
10-2 -
C•_ C_ C•_ C C I- I- " I " A AT T T T T TA
E E E E E N A kb N Ni. v v-o v v O O O O
Or r.-1 m Duration N .- 0 0 v 0
101 -
C
.7.- Duration
Z' 10° •
.71
— 5-min — 2-day
, ___-------- — 10-min — 3-day
� f 15-min — 4-day
0
2 10-1 - — 30-min — 7-day
:a — 60-min — 10-day
0 — 2-hr — 20-day
cu
a` — 3fir — 30-day
— 6-hr — 45-day
10-2 — — 12-hr — 60-day
t t 1 t 1 t I 1 — 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):Tue May 23 18:23:37 2023
Back to Top
Maps & aerials
Small scale terrain
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5/23/23,2:23 PM Precipitation Frequency Data Server
FORT BRASS
MILITARY
RESERVATION
41'K
AJRPARK
Raeford —
3km I
2mi
Large scale terrain
Winston-Sal em
• • •Durham
Rocky Mount
Greensboro •
Raleigh
NORTH CAROLINA Green
•Charlotte FayettJille.
Jacksoi
•
T H CAROLIA N A Wilmington la
100km
• Y
C
60mi
Large scale map
Winston-Salem Greensboro
' 0 Darham Rocky Mount
Raleigh
North Greenvi
Carolina
• arlotte
I Fayetteville
Io ackson
Wilmini
100km
r
CCI % IMI 60mi
Large scale aerial
https://hdsc.nws.noaa.gov/pfds/pfds_printpage.html?Iat=35.0076&Ion=-79.1669&data=intensity&units=english&series=pds 3/4

5/23/23,2:23 PM Precipitation Frequency Data Server
Winston-Salem
Greensboro Durham . Rocky Mount
•
Raleigh
•
Green
North •
Carolina
Charlotte
—1\ Fayetteville
•
Jackson
Wilmin
100km
60mi
Back to Top
US Department of Commerce
National Oceanic and Atmospheric Administration
National Weather Service
National Water Center
1325 East West Highway
Silver Spring,MD 20910
Questions?:HDSC.Questionsnoaa.gov
Disclaimer
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5/23/23,2:21 PM Precipitation Frequency Data Server
NOAA Atlas 14,Volume 2,Version 3
Location name: Raeford, North Carolina, USA* °�✓ '°°
V lt. Latitude: 35.0076°,Longitude:-79.1669° V
nunElevation:247 ft**1`� *source:ESRI Maps**source:USGS ""`" `'
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M.Bonnin,D.Martin,B.Lin,T.Parzybok,M.Yekta,and D.Riley
NOAA,National Weather Service,Silver Spring,Maryland
PF tabular I PF graphical I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)1
Average recurrence interval(years)
Duration
1 2 5 10 25 50 100 200 500 1000
5-min 0.436 0.514 0.600 0.664 0.741 0.797 0.850 0.899 I 0.961 1.01
(0.396-0.482) (0.468-0.569) (0.545-0.664) (0.602-0.733) (0.669-0.816) (0.717-0.876) (0.761-0.933) (0.801-0.987) (0.848-1.06) (0.884-1.11)
10-min 0.696 0.823 0.960 1.06 1.18 1.27 1.35 1.42 1.52 I 1.59
(0.633-0.770) (0.749-0.911) (0.873-1.06) (0.963-1.17) (1.07-1.30) (1.14-1.40) (1.21-1.48) (1.27-1.56) l (1.34-1.67) (1.39-1.74)
15-min 0.870 1.03 1.22 1.34 1.50 1.61 1.71 1.80 1.91 1.99
(0.791-0.963) (0.941-1.14) (1.10-1.34) (1.22-1.48) (1.35-1.65) (1.45-1.77) (1.53-1.88) (1.60-1.98) (1.69-2.10) (1.75-2.19)
30-min 1.19 1.43 1.73 1.95 2.22 I 2.42 2.61 2.80 3.04 3.23
(1.08-1.32) (1.30-1.58) (1.57-1.91) (1.76-2.15) (2.00-2.44) (2.18-2.66) (2.34-2.87) (2.49-3.07) (2.69-3.34) (2.83-3.55)
60-min 1.49 1.79 2.21 2.54 2.95 3.28 3.60 3.93 4.37 4.71
(1.35-1.65) (1.63-1.98) (2.01-2.45) (2.30-2.80) (2.66-3.25) (2.95-3.60) (3.22-3.96) (3.50-4.31) (3.86-4.80) (4.13-5.18)
2-hr 1.73 I 2.10 2.64 3.06 3.61 4.06 4.50 4.96 5.59 6.08
(1.56-1.95) (1.90-2.36) (2.38-2.96) (2.74-3.42) (3.23-4.04) (3.61-4.54) (3.98-5.04) (4.36-5.54) (4.86-6.23)I (5.25-6.79)
3-hr 1.84 2.22 2.81 3.27 3.92 4.44 4.99 5.57 I 6.38 7.03
(1.66-2.07) (2.00-2.50) (2.53-3.16) (2.94-3.68) (3.49-4.39) (3.94-4.98) (4.39-5.58) (4.86-6.22) (5.50-7.12) (6.00-7.85)
6-hr 2.19 2.65 3.35 3.91 4.70 5.35 6.03 6.74 7.76 I 8.59
(1.98-2.44) (2.40-2.96) (3.03-3.72) (3.53-4.35) (4.20-5.21) (4.75-5.91) (5.31-6.66) (5.89-7.43) (6.69-8.55) (7.32-9.45)
12-hr 2.58 3.13 3.97 4.66 5.64 6.45 7.31 8.24 9.57 10.7
(2.33-2.88) (2.83-3.49) (3.58-4.42) (4.19-5.19) (5.02-6.25) (5.70-7.13) (6.40-8.07) (7.14-9.09) I (8.17-10.6) (8.99-11.7)
24-hr 3.04 3.68 4.66 5.44 6.52 7.39 8.28 9.21 I 10.5 11.5
(2.82-3.28)i (3.41-3.98) (4.32-5.04) (5.03-5.88) (6.00-7.04) (6.78-7.97) (7.58-8.93) (8.40-9.93) (9.52-11.3) (10.4-12.4)
2-day 3.53 I 4.26 5.35 6.22 7.42 8.38 9.38 10.4 11.8 12.9
(3.29-3.79) (3.97-4.58) (4.98-5.76) (5.77-6.69) (6.86-7.97) (7.72-9.00) (8.61-10.1) (9.51-11.2) (10.7-12.7) (11.7-13.9)
3-day 3.75 4.51 5.64 6.54 7.78 8.76 9.78 10.8 12.3 13.4
(3.50-4.02) (4.22-4.84) (5.26-6.04) (6.09-7.00) (7.21-8.32) (8.10-9.37) (9.01-10.5) (9.94-11.6) (11.2-13.2)I (12.2-14.4)
4-day 3.97 4.77 5.93 6.86 8.13 9.14 10.2 11.3 12.7 I 13.9
(3.72-4.24) (4.47-5.10) (5.55-6.33) (6.40-7.31) (7.56-8.66) (8.47-9.74) (9.41-10.9) (10.4-12.0) (11.7-13.6) (12.7-14.9)
7-day 4.61 5.52 6.78 - 7.78 9.14 10.2 11.4 12.5 14.1 15.4
(4.31-4.93) (5.16-5.89) (6.33-7.25) (7.25-8.31) (8.50-9.77) (9.50-10.9) (10.5-12.2) 1 (11.5-13.4) (12.9-15.1) (14.0-16.5)
10-day 5.28 6.30 7.62 8.65 10.0 11.1 I 12.3 13.4 14.9 16.1
(4.97-5.61) I (5.93-6.70) (7.16-8.09) (8.12-9.18) (9.40-10.7) (10.4-11.8) (11.4-13.0) (12.4-14.2) I (13.8-15.9) (14.8-17.2)
20-day 7.12 I 8.43 10.0 11.3 13.0 14.3 15.6 17.0 18.8 20.3
(6.72-7.56) 1 (7.96-8.95) (9.46-10.6) (10.6-12.0) (12.2-13.8) i (13.4-15.2) i (14.6-16.6) 1 (15.8-18.1) (17.5-20.0)I (18.7-21.6)
30-day 8.85 10.4 12.2 13.6 15.4 16.8 18.1 19.5 21.4 22.8
(8.38-9.37) (9.88-11.0) (11.5-12.9) (12.8-14.4) (14.5-16.3) (15.8-17.8) (17.0-19.2) (18.3-20.7) (19.9-22.7) (21.1-24.2)
45-day 11.2 13.1 15.1 16.6 18.6 20.1 I 21.5 23.0 24.9 26.3
(10.6-11.8) (12.5-13.9) (14.3-16.0) (15.7-17.6) (17.6-19.6) (19.0-21.2) (20.3-22.8) (21.6-24.3) (23.3-26.3) (24.6-27.9)
60-day 13.4 15.7 17.9 19.6 21.7 23.3 24.9 26.4 28.4 29.9
(12.7-14.1) (14.9-16.5) (17.0-18.8) (18.6-20.6) (20.6-22.8) (22.1-24.5) i (23.5-26.2) 1 (24.9-27.8) (26.7-30.0) (28.0-31.6)
1 Precipitation frequency(PF)estimates in this table are based on frequency analysis of partial duration series(PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90%confidence interval.The probability that precipitation frequency estimates
(for a given duration and average recurrence interval)will be greater than the upper bound(or less than the lower bound)is 5%.Estimates at upper bounds
are not checked against probable maximum precipitation(PMP)estimates and may be higher than currently valid PMP values.
Please refer to NOAAAtlas 14 document for more information.
Back to Top
PF graphical
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5/23/23,2:21 PM Precipitation Frequency Data Server
PDS-based depth-duration-frequency (DDF) curves
Latitude: 35.0076°, Longitude: -79.1669°
30 - --==—, —Average recurrence
interva2 l
1
(years)
25 -
c / — 1
a 20 - 5
a)
-o — 10
0 15 - �� — 25
y — 50
•O. 10 - — 100
1. 200
m ��
a 5 — /' �'C1/iii1111 500
0-
1 I I - I I I I I —__
C_ C C C C ' " '- im >. >.>. >. T >. >. 9.>.
E ro
E E E N A kb N v v v-o v 7 7 7 7-9
`^ o U1 m 6 Duration N N "I ^ o R R v$
30 - -
25 -
�- Duration
20 - -
O. — 5-min — 2-day
v
0 15 _ — 10 ruin — 3-day
r iiiiIIIIIIIIIII15-min — 4-day
'= — 30-min — 7-day
v10 - _� — 60-min — 10-day
a` g — 2-hr — 20-day
5 — 3-hr — 30-day
— 6-hr — 45-day__ — 12-hr — 60-day
— 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):Tue May 23 18:21:33 2023
Back to Top
Maps & aerials
Small scale terrain
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5/23/23,2:21 PM Precipitation Frequency Data Server
FORT BRASS
MILITARY
RESERVATION
41'K
AJRPARK
Raeford —
3km I
2mi
Large scale terrain
Winston-Sal em
• • •Durham
Rocky Mount
Greensboro •
Raleigh
NORTH CAROLINA Green
•Charlotte FayettJille.
Jacksol
•
T H CAROLIA N A Wilmington la
100km
• Y
C
60mi
Large scale map
Winston-Salem Greensboro
' 0 Darham Rocky Mount
Raleigh
North Greenvi
Carolina
• arlotte
I Fayetteville
Io ackson
Wilmini
100km
r
CCI % IMI 60mi
Large scale aerial
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5/23/23,2:21 PM Precipitation Frequency Data Server
Winston-Salem
Greensboro Durham . Rocky Mount
•
Raleigh
•
Green
North •
Carolina
Charlotte
—�� Fayetteville
•
Jackson
Wilmin
100km
60mi
Back to Top
US Department of Commerce
National Oceanic and Atmospheric Administration
National Weather Service
National Water Center
1325 East West Highway
Silver Spring,MD 20910
Questions?:HDSC.Questionsnoaa.gov
Disclaimer
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SUPPLEMENT-EZ COVER PAGE
FORMS LOADED
PROJECT INFORMATION
1 Project Name Turnberry South Phase 2
2 Project Area(ac) 54.97
3 Coastal Wetland Area(ac) -
4 Surface Water Area(ac) -
5 Is this project High or Low Density? High
6 Does this project use an off-site SCM? No
COMPLIANCE WITH 02H.1003(4)
7 Width of vegetated setbacks provided(feet) 30
8 Will the vegetated setback remain vegetated? Yes
_
9 If BUA is proposed in the setback,does it meet NCAC 02H.1003(4)(c-d)? No
10 Is streambank stabilization proposed on this project? No
`NUMBER AND TYPE OF SCMs:
11 Infiltration System 0
12 Bioretention Cell 0
13 Wet Pond 3
14 Stormwater Wetland 0
15 Permeable Pavement 0
16 Sand Filter 0
17 Rainwater Harvesting(RWH) 0
18 Green Roof 0
19 Level Spreader-Filter Strip(LS-FS) 1 0
20 Disconnected Impervious Surface(DIS) 0
21 Treatment Swale 0
22 Dry Pond 0
23 StormFilter 0
24 Silva Cell 0
25 Bayfilter 0
26 Filterra 0
FORMS LOADED
DESIGNER CERTIFICATION
27 Name and Title: Carlo Pardo,PE
28 Organization: Bowman North Carolina, Ltd.
29 Street address: 4006 Barrett Drive,Suite 104
30 City,State,Zip: Raleigh,NC 27609
31 Phone number(s): 919-553-6570
32 Email: [e-mail]
Certification Statement:
I certify,under penalty of law that this Supplement-EZ form and all supporting information were prepared under my direction or supervision;that the
information provided in the form is,to the best of my knowledge and belief,true,accurate,and complete;and that the engineering plans,
specifications,operation and maintenance agreements and other supporting information are consistent with the information provided here.
Designer
(,. _
ESS/
? Q e
SEA _ Signature of Designer
051571
l •FNGINE�-" 'p.,:
l
/„"/0 i Sp�O\\\\ Date
1

DRAINAGE AREAS
1 Is this a high density project? Yes
2 If so,number of drainage areas/SCMs 3
3 Does this project have low density areas? No
4 If so,number of low density drainage areas 0
Is all/part of this project subject to previous rule
5 versions? No
FORMS LOADED
-DRAINAGE AREA INFORMATION Entire Site 1 2 3
4 Type of SCM - Wet Pond Wet Pond Wet Pond
5 Total drains a areas ft 2394664 sf 906735 661365 338462
6 'Onsite drainage area(sq ft) 2394664 sf 904460 661365 338462
7 Offsite drainage area(sq ft) 2275
8 Total BUA in project(sq ft) 894462 sf 467276 sf 288601 sf 140860 sf
New BUA on subdivided lots(subject to permitting)
9 (sq ft) 648000 sf 336000 sf 212000 sf 100000 sf
New BUA not on subdivided lots(subject to
10 permitting)(sf) 2.46462 sf 129001 sf 76601 sf 40860 sf
11 Offsite BUA(sq ft) 2275 sf
12 Breakdown of new BUA not on subdivided lots:
-Parking(sq ft)
-Sidewalk(sq ft) 63806 sf 34001 sf 19925 sf 9880 sf
Roof(sq ft)-Roadway(sq ft) 182656 sf 95000 sf 56676 sf 30980 sf
1 -Future(sq ft)
-Other,please specify in the comment box
below(sq ft)
New infiltrating permeable pavement on
13 subdivided lots(sq ft) _
New infiltrating permeable pavement not on
14 subdivided lots(sq ft) _ _Existing BUA BUA that will remain(not subject to
15 permitting)(sq ft)
16 Existing BUA that is already permitted(sq ft)
17 Existing BUA that will be removed(sq ft)
18 Percent BUA 37.35% 51.5% 43.6% 41.6%
19 Design storm(inches) 1.0 in 1.0 in 1.0 in
—
20 Design volume of SCM(cu ft) 76962 cf 47828 cf 24968 cf
21 Calculation method for design volume Simple Method Simple Method Simple Method
.4.
ADDITIONAL INFORMATION
Please use this space to provide any additional information about the
22 drainage area(s):
The 2275 sf of offsite BUA in Drainage Area 1 is from the ROW.

WET POND
1 Drainage area number 1 I 2 3
q (Cuft)
2 Minimum required treatment volume cu 38824 cf 24401 cf I 11975 cf
GENERAL MDC FROM 02H.1050
3 Is the SCM sized to treat the SW from all surfaces at build-out? Yes Yes Yes
4 Is the SCM located away from contaminated soils? Yes Yes Yes
5 What are the side slopes of the SCM(H:V)? 3:1 3:1 3:1
--,
Does the SCM have retaining walls,gabion walls or other engineered
6side slopes? No No No
7'Are the inlets,outlets,and receiving stream protected from erosion Yes Yes Yes
(10-year storm)?
8 Is there an overflow or bypass for inflow volume in excess of the Yes Yes Yes
design volume?
9 What is the method for dewatering the SCM for maintenance? Pump(preferred) Pump(preferred) 1 Pump(preferred)
10,If applicable,will the SCM be cleaned out after construction? Yes Yes Yes
_ 11 Does the maintenance access comply with General MDC(8)? Yes Yes Yes
12 Does the drainage easement comply with General MDC(9)? Yes Yes Yes
13 If the SCM is on a single family lot,does(will?)the plat comply with N/A N/A N/A
General MDC(10)?
14 Is there an O&M Agreement that complies with General MDC(11)? Yes Yes Yes
15 Is there an O&M Plan that complies with General MDC(12)? Yes Yes Yes
16 Does the SCM follow the device specific MDC? Yes Yes Yes
17 Was the SCM designed by an NC licensed professional? , Yes Yes Yes
WET POND MDC FROM 02H.3053
18'Sizing method used SA/DA SA/DA SA/DA
19 Has a stage/storage table been provided in the calculations? Yes Yes Yes
20 Elevation of the excavated main pool depth(bottom of sediment 214.00 222.00 228.00
removal)(fmsl)
21 Elevation of the main pool bottom(top of sediment removal)(fmsl) 215.00 223.00 229.00
22 Elevation of the bottom of the vegetated shelf(fmsl) 218.50 226.50 232.50
23 Elevation of the permanent pool(fmsl) 219.00 227.00 - 233.00
24''Elevation of the top of the vegetated shelf(fmsl) 219.50 227.50 233.50
25'Elevation of the temporary pool(fmsl) 220.40 228.10 234.30
26 Surface area of the main permanent pool(square feet) 36610 30140 12760
27 Volume of the main permanent pool(cubic feet) 118903 cf 99833 cf 39255 cf
28 Average depth of the main pool(feet) 3.51 ft 3.55 ft 3.39 ft
L. 29 Average depth equation used Equation 3 Equation 3 Equation 3
30 If using equation 3,main pool perimeter(feet) 920.0 ft 720.0 ft 430.0 ft
31 If using equation 3,width of submerged veg.shelf(feet) 3.0 ft 3.0 ft 3.0 ft
32 Volume of the forebay(cubic feet) 21750 cf 18520 cf 1613 cf
33 Is this 15-20%of the volume in the main pool? Yes Yes Yes
34 Clean-out depth for forebay(inches) 48 in 42 in 48 in
35 Design volume of SCM(cu ft) 76962 cf 47828 cf 24968 cf
36 Is the outlet an orifice or a weir? Orifice Orifice Orifice
37 If orifice,orifice diameter(inches) 2.70 in 2.50 in 2.00 in
38 If weir,weir height(inches)
39 If weir,weir length(inches)
40 Drawdown time for the temporary pool(days) 4.7 4.34 3.29
41 Are the inlet(s)and outlet located in a manner that avoids short- Yes Yes Yes
circuiting?
L 42 Are berms or baffles provided to improve the flow path? Yes Yes i Yes
43 Depth of forebay at entrance(inches) 36 in 30 in 36 in
44 Depth of forebay at exit(inches) 24 in 24 in 24 in
45 Does water flow out of the forebay in a non-erosive manner? Yes Yes Yes
46 Width of the vegetated shelf(feet) I 6 ft 6 ft 6 ft
47'Slope of vegetated shelf(H:V) 6:1 6:1 6:1
Does the orifice drawdown from below the top surface of the Yes Yes Yes
4-8_permanent pool?
49 Does the pond minimize impacts to the receiving channel from the 1- Yes Yes Yes
y24-hr storm?
50iAre fountains proposed?(If Y,please provide documentation that No No No
MDC(9)is met.)
511Is a trash rack or other device provided to protect the outlet system? Yes Yes Yes
I
52'Are the dam and embankment planted in non-clumping turf grass? Yes Yes Yes
53 Species of turf that will be used on the dam and embankment Hybrid Bermuda Hybrid Bermuda Hybrid Bermuda
54 Has a planting plan been provided for the vegetated shelf? Yes Yes Yes
ADDITIONAL INFORMATION
55 Please use this space to provide any additional information about the
wet pond(s):
Wet Pond 1 10:24 AM 8/6/2024

Bowman
NORTH CAROLINA
APPENDIX B
Wet Pond #1 Calculations
CN Values
Wet Pond Design
Hydrographs
Spillway Design
Rip-Rap Apron Calculations
Stormwater Management Details
Turnberry South Phase 2 -Storm water Design Report 7 I P a g e

Bowman North Carolina, Ltd.
Turnberry South, Hoke County, NC
Curve Number Calculation (CN)
Pre-Developed Conditions(Wet Pond #1)
Drainage Area(acres): 11.61
Existing Soil Groups:
Soil Group Map Symbol Soil Description Acres Percent of DA
A WaB Wagram Loamy Sand 11.02 95%
C BaD Blaney Loamy Sand 0.59 5%
Existing Land Uses:
Land Use Description Existing Soil Group Acres Curve# Weighted CN
Wooded -Good Stand A 11.02 50 47.5
Wooded -Good Stand C 0.59 73 3.7
Cumulative Curve#= 51.2

Bowman North Carolina, Ltd.
Turnberry South, Hoke County, NC
Curve Number Calculation (CN)
Post-Developed Conditions(Wet Pond #1)
Drainage Area(acres): 20.82
Existing Soil Groups:
Soil Group Map Symbol Soil Description Acres Percent of DA
A WaB Wagram Loamy Sand 17.55 84%
B GoA Goldsboro Loamy Sand 2.67 13%
C BaD Blaney Loamy Sand 0.59 3%
Existing Land Uses:
Land Use Description Existing Soil Group Acres Curve# Weighted CN
Open Space-Good Condition A 8.34 55 22.0
Open Space-Good Condition B 1.16 55 3.1
Open Space-Good Condition C 0.59 77 2.2
Impervious Area 10.73 98 50.5
Cumulative Curve#= 77.8

Proposed Wet Pond #1
Project Information
Project Name: Turnberry South, Phase 2
Project#: 220164-01-012
Designed by: MCB Date: 4/11/2024
Revised by: Date:
Checked by: Date:
Site Information
Sub Area Location: Drainage To Proposed Wet Pond
Drainage Area (DA) = 20.82 Acres 906,735 sf
Impervious Area (IA) = 10.73 Acres 467,276 sf
Percent Impervious (I) = 51.53 %
Required Surface Area
Permament Pool Depth: 3.51 ft
SA/DA= 1.690
Min Req'd Surface Area = 15,325 sf(at Permanent Pool)
Required WQv Storage Volume
Design Storm = 1 inch Non-Coastal County
Determine Rv Value = 0.05 + .009 (I) = 0.514 in/in
Storage Volume Required = 38,824 cf(above Permanent Pool)
Elevations
Top of Pond Elevation = 223.00 ft
Temporary Pool Elevation = 220.40 ft
Permanent Pool Elevation = 219.00 ft
Shelf Begining Elevation = 218.50 ft
Forebay Weir= 218.00 ft
Shelf Ending Elevation = 219.50 ft
Bottom Elevation = 215.00 ft
Permanent Pool Area
Area @ Top of Permanent Pool = 49,000 sf
Volume of Temporary Storage = 76,962 cf
Is Permenant Pool Surface Area Sufficient(yes/no)? Yes ( 49000 > 15325 ) sf
Volume of Storage for Design Storm = 76,962 Yes ( 76962 > 38824 ) cf

Incremental Drawdown Time
STORMWATER POND
INCREMENTAL DRAWDOWN METHOD-Water Quality Volume
Project Information
Project Name: Turnberry South,Phase 2
Project#: 220164-01-012
Designed by: MCB Date: 4/11/2024
Revised by: Date:
Checked by: Date:
Water Quality Orifice
Incremental Determination of Water Quality Volume Drawdown Time
•
Zone 3 Q3=0.0437 CD`D2(Z-D/24-Ei)^(1'2)
V
•
Zone 2 Q2=0.372 CD*D*(Z-Ei)^i3/2)
♦
Zone1 Q1=0
Orifice Diameter(D)= 2.7 in
Cd= 0.6
Ei= 219 Orifice Inv.
Zone 1 Range= 0.00 to 219
Zone 2 Range= 219 to 219.1
Zone 3 Range= 219.1 to 220.4
Incremental Drawdown Method
Contour Incremental Drawdown
Countour Area Volume Stage,Z Zone Q Time
sq ft cu ft ft cfs min
219.00 51,370 0 0.00 2.00 0.000 _ --
220.00 56,910 54,140 1.00 3.00 0.180 _ 5,011
220.40 57,200 22,822 1.40 3.00 0.217 1,754
Total -- 76,962 -- -- -- 6,765
Drawdown Time=Incremental Volume/Q/60sec/min
Summary
Total Volume= 76,962 cf
Total Time= 6,765 min
Total Time= 4.70 days
4/15/2024 Pond#1.xls 1 of 1

Main-Pond Contours-Volumes
Elevation Main-Pond Incremental Vol. Accumulated Vol. Description
219 36,610 17,590 118,903 A2(Perm_Pool)
218.5 33,750 16,523 101,313 Al (Bottom_Shelf)
218 32,340 30,955 84,790
217 29,570 28,230 53,835
216 26,890 25,605 25,605
215 24,320 0 0 A3 (Bottom_Pond)
Forebay Contours-Volumes
Elevation FB1 FB2 FB3 Total-Areas Incremental Vol. Accumulated Vol.
219 10,660 10,660 4,938 21,750
218.5 9,090 9,090 4,353 16,813
218 8,320 8,320 7,580 12,460
217 6,840 6,840 4,880 4,880
216 2,920 2,920 0 0
Forebay Volume 18.3% *Between 15%&20%
Average Depth(Option 1) 3.00 *At least 3'average depth
Average Depth Calculation (Option 2)
Vpp 118,903
permeter of shelf 920
width of shelf 3
Al (Bottom_Shelf): 33,750
Average Depth = 3.50

Proposed Wet Pond
Project Information
Project Name: Turnberry South, Phase 2
Project#: 220164-01-012
Designed by: MCB Date: 4/11/2024
Revised by: Date:
Checked by: Date:
Site Information
Sub Area Location: Drainage to Proposed Pond
Drainage Area (DA) = 20.82 Acres
Impervious Area (IA) = 10.73 Acres
Percent Impervious (I) = 51.53 % (Drainage Area)
Orifice Sizing
Orifice Size = 2.70 in (Diameter)
Drawdown Time = 4.70 days (Incremental Draw Down Method)
less than 5 days (yes/no) ? yes
greater than 2 day(yes/no) ? yes
Anti-Flotation Device
4'x 4' Outlet Structure
Area: 16.0 sf
Volume: 128.0 cf (Water Displaced -Top of Pond to Bottom of Pond)
Weight: 7987 lbs
Factor of Safety 1.20
WT Req'd of Anti-Flotation Device: 9584.6 lbs
Volume of Concrete Req'd: 63.9 cf (Unit WT of Concrete = 150 pcf)
Volume Provided: 77.5 cf (4'x4' riser x 2.5' = 32 sf, 5'x5'footing x 1.5' =37.5cf)

1
Hydrograph Summary Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 0.217 2 776 5,075 Pre-Developed-Overall Site
2 SCS Runoff 40.59 2 718 81,165 Post Developed to Pond
3 Reservoir 0.203 2 1444 50,405 2 220.33 72,992 Post Through Pond
5 SCS Runoff 0.342 2 246 3,978 1.0 Post-Developed to Pond
6 Reservoir 0.012 2 368 2,583 5 219.07 3,900 Post Through Pond
Pond#1.gpw Return Period: 1 Year Monday, 04/ 15/2024

2
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 1
Pre-Developed-Overall Site
Hydrograph type = SCS Runoff Peak discharge = 0.217 cfs
Storm frequency = 1 yrs Time to peak = 776 min
Time interval = 2 min Hyd. volume = 5,075 cuft
Drainage area = 11.610 ac Curve number = 51.2
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = TR55 Time of conc. (Tc) = 38.00 min
Total precip. = 3.04 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Pre-Developed-Overall Site
Q (cfs) Hyd. No. 1 -- 1 Year Q (cfs)
0.50 0.50
0.45 0.45
0.40 0.40
0.35 0.35
0.30 0.30
0.25 0.25
0.20 0.20
0.15 - 0.15
0.10 0.10
0.05 0.05
0.00 - I - 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 1 Time (min)

3
TR55 Tc Worksheet
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022
Hyd. No. 1
Pre-Developed-Overall Site
Description A B C Totals
Sheet Flow
Manning's n-value = 0.400 0.011 0.011
Flow length (ft) = 100.0 0.0 0.0
Two-year 24-hr precip. (in) = 3.68 0.00 0.00
Land slope (%) = 0.90 0.00 0.00
Travel Time (min) = 27.56 + 0.00 + 0.00 = 27.56
Shallow Concentrated Flow
Flow length (ft) = 1040.00 0.00 0.00
Watercourse slope (%) = 1.05 0.00 0.00
Surface description = Unpaved Paved Paved
Average velocity (ft/s) =1.65 0.00 0.00
Travel Time (min) = 10.48 + 0.00 + 0.00 = 10.48
Channel Flow
X sectional flow area (sqft) = 0.00 0.00 0.00
Wetted perimeter(ft) = 0.00 0.00 0.00
Channel slope (%) = 0.00 0.00 0.00
Manning's n-value = 0.015 0.015 0.015
Velocity (ft/s) =0.00
0.00
0.00
Flow length (ft) ({0})0.0 0.0 0.0
Travel Time (min) = 0.00 + 0.00 + 0.00 = 0.00
Total Travel Time, Tc 38.00 min

4
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 2
Post Developed to Pond
Hydrograph type = SCS Runoff Peak discharge = 40.59 cfs
Storm frequency = 1 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 81,165 cuft
Drainage area = 20.820 ac Curve number = 77.8
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 3.04 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Post Developed to Pond
Q (cfs) Hyd. No. 2 -- 1 Year Q (cfs)
50.00 50.00
40.00 40.00
30.00 30.00
20.00 20.00
10.00 10.00
\"444"4
0.00 ► - 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 2 Time (min)

5
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 3
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 0.203 cfs
Storm frequency = 1 yrs Time to peak = 1444 min
Time interval = 2 min Hyd. volume = 50,405 cuft
Inflow hyd. No. = 2 - Post Developed to Pond Max. Elevation = 220.33 ft
Reservoir name = Wet Pond Max. Storage = 72,992 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) Hyd. No. 3 -- 1 Year Q (cfs)
50.00 50.00
40.00 40.00
30.00 30.00
20.00 20.00
10.00 10.00
0.00 — 0.00
0 600 1200 1800 2400 3000 3600 4200 4800 5400 6000
Time (min)
Hyd No. 3 Hyd No. 2 I I Total storage used = 72,992 cuft

Pond Report 6
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Pond No. 1 - Wet Pond
Pond Data
Contours-User-defined contour areas.Average end area method used for volume calculation. Begining Elevation=219.00 ft
Stage/Storage Table
Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cuft) Total storage(cuft)
0.00 219.00 51,370 0 0
1.00 220.00 56,910 54,140 54,140
1.40 220.40 57,200 22,822 76,962
2.00 221.00 59,820 35,106 112,068
3.00 222.00 64,490 62,155 174,223
4.00 223.00 68,360 66,425 240,648
Culvert/Orifice Structures Weir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]
Rise(in) = 15.00 2.70 Inactive Inactive Crest Len(ft) = 1.00 15.00 10.00 Inactive
Span(in) = 15.00 2.70 1.00 0.00 Crest El.(ft) = 220.40 221.40 222.50 0.00
No.Barrels = 1 1 0 0 Weir Coeff. = 3.33 2.60 3.33 3.33
Invert El.(ft) = 219.00 219.00 0.00 0.00 Weir Type = Rect Broad Ciplti ---
Length(ft) = 42.00 0.50 0.00 0.00 Multi-Stage = Yes Yes No No
Slope(%) = 1.20 1.00 0.00 n/a
N-Value = .013 .013 .013 n/a
Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(in/hr) = 0.000(by Contour)
Multi-Stage = n/a Yes No No TW Elev.(ft) = 0.00
Note:Culvert/Orifice outflows are analyzed under inlet(ic)and outlet(oc)control. Weir risers checked for orifice conditions(ic)and submergence(s).
Stage(ft) Stage/ Discharge Elev(ft)
4.00 223.00
•
3.00 222.00
2.00 221.00
1.00 220.00
0.00 219.00
0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00
Total Q Discharge(cfs)

7
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 5
1.0 Post-Developed to Pond
Hydrograph type = SCS Runoff Peak discharge = 0.342 cfs
Storm frequency = 1 yrs Time to peak = 246 min
Time interval = 2 min Hyd. volume = 3,978 cuft
Drainage area = 20.820 ac Curve number = 77.8
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 1.00 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs Shape factor = 484
1.0 Post-Developed to Pond
Q (cfs) Hyd. No. 5 -- 1 Year Q (cfs)
0.50 0.50
0.45 0.45
0.40 0.40
0.35 0.35
0.30 0.30
0.25 0.25
0.20 0.20
0.15 0.15
0.10 0.10
0.05 0.05
0.00 I ,- 0.00
0 60 120 180 240 300 360 420
Hyd No. 5 Time (min)

8
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 6
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 0.012 cfs
Storm frequency = 1 yrs Time to peak = 368 min
Time interval = 2 min Hyd. volume = 2,583 cuft
Inflow hyd. No. = 5 - 1.0 Post-Developed to Pond/lax. Elevation = 219.07 ft
Reservoir name = Wet Pond Max. Storage = 3,900 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) Hyd. No. 6 -- 1 Year Q (cfs)
0.50 0.50
0.45 0.45
0.40 0.40
0.35 0.35
0.30 0.30
0.25 0.25
0.20 0.20
0.15 — 0.15
0.10 0.10
0.05 0.05
0.00 0.00
0 600 1200 1800 2400 3000 3600 4200 4800 5400 6000
Time (min)
Hyd No. 6 Hyd No. 5 111111111 Total storage used = 3,900 cuft

Pond Report 9
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Pond No. 1 - Wet Pond
Pond Data
Contours-User-defined contour areas.Average end area method used for volume calculation. Begining Elevation=219.00 ft
Stage/Storage Table
Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cuft) Total storage(cuft)
0.00 219.00 51,370 0 0
1.00 220.00 56,910 54,140 54,140
1.40 220.40 57,200 22,822 76,962
2.00 221.00 59,820 35,106 112,068
3.00 222.00 64,490 62,155 174,223
4.00 223.00 68,360 66,425 240,648
Culvert/Orifice Structures Weir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]
Rise(in) = 15.00 2.70 Inactive Inactive Crest Len(ft) = 1.00 15.00 10.00 Inactive
Span(in) = 15.00 2.70 1.00 0.00 Crest El.(ft) = 220.40 221.40 222.50 0.00
No.Barrels = 1 1 0 0 Weir Coeff. = 3.33 2.60 3.33 3.33
Invert El.(ft) = 219.00 219.00 0.00 0.00 Weir Type = Rect Broad Ciplti ---
Length(ft) = 42.00 0.50 0.00 0.00 Multi-Stage = Yes Yes No No
Slope(%) = 1.20 1.00 0.00 n/a
N-Value = .013 .013 .013 n/a
Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(in/hr) = 0.000(by Contour)
Multi-Stage = n/a Yes No No TW Elev.(ft) = 0.00
Note:Culvert/Orifice outflows are analyzed under inlet(ic)and outlet(oc)control. Weir risers checked for orifice conditions(ic)and submergence(s).
Stage(ft) Stage/ Discharge Elev(ft)
4.00 223.00
•
3.00 222.00
2.00 221.00
1.00 220.00
0.00 219.00
0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00
Total Q Discharge(cfs)

10
Hydrograph Summary Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 0.935 2 752 11,728 Pre-Developed-Overall Site
2 SCS Runoff 57.17 2 718 114,878 Post Developed to Pond
3 Reservoir 0.681 2 1282 75,781 2 220.67 92,643 Post Through Pond
5 SCS Runoff 0.000 2 n/a 0 1.0 Post-Developed to Pond
6 Reservoir 0.000 2 n/a 0 5 219.00 0.000 Post Through Pond
Pond#1.gpw Return Period: 2 Year Monday, 04/ 15/2024

11
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 1
Pre-Developed-Overall Site
Hydrograph type = SCS Runoff Peak discharge = 0.935 cfs
Storm frequency = 2 yrs Time to peak = 752 min
Time interval = 2 min Hyd. volume = 11,728 cuft
Drainage area = 11.610 ac Curve number = 51.2
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = TR55 Time of conc. (Tc) = 38.00 min
Total precip. = 3.68 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Pre-Developed-Overall Site
Q (cfs) Hyd. No. 1 -- 2 Year Q (cfs)
1.00 - 1.00
_
0.90 0.90
0.80 0.80
0.70 0.70
0.60 0.60
0.50 0.50
0.40 0.40
•
0.30 - 0.30
0.20 0.20
0.10 0.10
0.00 -. '- 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 1 Time (min)

12
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 2
Post Developed to Pond
Hydrograph type = SCS Runoff Peak discharge = 57.17 cfs
Storm frequency = 2 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 114,878 cuft
Drainage area = 20.820 ac Curve number = 77.8
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 3.68 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Post Developed to Pond
Q (cfs) Hyd. No. 2 -- 2 Year Q (cfs)
60.00 60.00
50.00 50.00
t 1
40.00 40.00
30.00 30.00
20.00 20.00
10.00 10.00
0.00 - 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 2 Time (min)

13
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 3
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 0.681 cfs
Storm frequency = 2 yrs Time to peak = 1282 min
Time interval = 2 min Hyd. volume = 75,781 cuft
Inflow hyd. No. = 2 - Post Developed to Pond Max. Elevation = 220.67 ft
Reservoir name = Wet Pond Max. Storage = 92,643 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) Hyd. No. 3 -- 2 Year Q (cfs)
60.00 60.00
50.00 50.00
40.00 40.00
30.00 30.00
20.00 20.00
10.00 10.00
0.00 0.00
0 600 1200 1800 2400 3000 3600 4200 4800 5400 6000
Time (min)
Hyd No. 3 Hyd No. 2 I I Total storage used = 92,643 cuft

14
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 5
1.0 Post-Developed to Pond
Hydrograph type = SCS Runoff Peak discharge = 0.000 cfs
Storm frequency = 2 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Drainage area = 20.820 ac Curve number = 77.8
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 0.00 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs Shape factor = 484
1.0 Post-Developed to Pond
Q (cfs) Hyd. No. 5 -- 2 Year Q (cfs)
0.10 0.10
0.09 I 0.09
0.08 0.08
0.07 0.07
0.06 - 0.06
0.05 0.05
0.04 0.04
0.03 0.03
0.02 0.02
0.01 0.01
0.00 - , 0.00
0 20 40 60 80 100 120
Hyd No. 5 Time (min)

15
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 6
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 2 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Inflow hyd. No. = 5 - 1.0 Post-Developed to Pond/lax. Elevation = 219.00 ft
Reservoir name = Wet Pond Max. Storage = 0 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) Hyd. No. 6 -- 2 Year Q (cfs)
0.10 - 0.10
0.09 0.09
0.08 0.08
0.07 0.07
0.06 0.06
0.05 0.05
0.04 0.04
0.03 0.03
0.02 0.02
0.01 0.01
0.00 - 0.00
0 600 1200 1800 2400 3000 3600 4200 4800 5400 6000
Time (min)
Hyd No. 6 Hyd No. 5 I I Total storage used = 0 cuft

16
Hydrograph Summary Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 6.029 2 740 40,279 Pre-Developed-Overall Site
2 SCS Runoff 107.14 2 716 217,530 Post Developed to Pond
3 Reservoir 3.496 2 836 176,214 2 221.39 136,155 Post Through Pond
5 SCS Runoff 0.000 2 n/a 0 1.0 Post-Developed to Pond
6 Reservoir 0.000 2 n/a 0 5 219.00 0.000 Post Through Pond
Pond#1.gpw Return Period: 10 Year Monday, 04/ 15/2024

17
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 1
Pre-Developed-Overall Site
Hydrograph type = SCS Runoff Peak discharge = 6.029 cfs
Storm frequency = 10 yrs Time to peak = 740 min
Time interval = 2 min Hyd. volume = 40,279 cuft
Drainage area = 11.610 ac Curve number = 51.2
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = TR55 Time of conc. (Tc) = 38.00 min
Total precip. = 5.44 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Pre-Developed-Overall Site
Q (cfs) Hyd. No. 1 -- 10 Year Q (cfs)
7.00 7.00
6.00 6.00
5.00 5.00
•
4.00 4.00
3.00 3.00
2.00 2.00
1.00 1.00
II
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 1 Time (min)

18
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 2
Post Developed to Pond
Hydrograph type = SCS Runoff Peak discharge = 107.14 cfs
Storm frequency = 10 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 217,530 cuft
Drainage area = 20.820 ac Curve number = 77.8
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 5.44 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Post Developed to Pond
Q (cfs) Hyd. No. 2 -- 10 Year Q (cfs)
120.00 120.00
100.00 100.00
80.00 80.00
60.00 60.00
40.00 40.00
20.00 20.00
0.00 .) ' 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
Hyd No. 2 Time (min)

19
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 3
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 3.496 cfs
Storm frequency = 10 yrs Time to peak = 836 min
Time interval = 2 min Hyd. volume = 176,214 cuft
Inflow hyd. No. = 2 - Post Developed to Pond Max. Elevation = 221.39 ft
Reservoir name = Wet Pond Max. Storage = 136,155 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) Hyd. No. 3 -- 10 Year Q (cfs)
120.00 120.00
100.00 100.00
80.00 80.00
60.00 60.00
40.00 40.00
20.00 :::°
0 600 1200 1800 2400 3000 3600 4200 4800 5400 6000
Time (min)
Hyd No. 3 Hyd No. 2 I I Total storage used = 136,155 cuft

20
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 5
1.0 Post-Developed to Pond
Hydrograph type = SCS Runoff Peak discharge = 0.000 cfs
Storm frequency = 10 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Drainage area = 20.820 ac Curve number = 77.8
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 0.00 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs Shape factor = 484
1.0 Post-Developed to Pond
Q (cfs) Hyd. No. 5 -- 10 Year Q (cfs)
0.10 0.10
0.09 I 0.09
0.08 0.08
0.07 0.07
0.06 - 0.06
0.05 0.05
0.04 0.04
0.03 0.03
0.02 0.02
0.01 0.01
0.00 - , 0.00
0 20 40 60 80 100 120
Hyd No. 5 Time (min)

21
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 6
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 10 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Inflow hyd. No. = 5 - 1.0 Post-Developed to Pon(Max. Elevation = 219.00 ft
Reservoir name = Wet Pond Max. Storage = 0 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) Hyd. No. 6 -- 10 Year Q (cfs)
0.10 - 0.10
0.09 0.09
0.08 0.08
0.07 0.07
0.06 0.06
0.05 0.05
0.04 0.04
0.03 0.03
0.02 0.02
0.01 0.01
0.00 - 0.00
0 600 1200 1800 2400 3000 3600 4200 4800 5400 6000
Time (min)
Hyd No. 6 Hyd No. 5 I I Total storage used = 0 cuft

22
Hydrograph Summary Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 20.36 2 738 107,645 Pre-Developed-Overall Site
2 SCS Runoff 191.96 2 716 398,668 Post Developed to Pond
3 Reservoir 15.34 2 748 356,414 2 222.78 225,881 Post Through Pond
5 SCS Runoff 0.000 2 n/a 0 1.0 Post-Developed to Pond
6 Reservoir 0.000 2 n/a 0 5 219.00 0.000 Post Through Pond
Pond#1.gpw Return Period: 100 Year Monday, 04/ 15/2024

23
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 1
Pre-Developed-Overall Site
Hydrograph type = SCS Runoff Peak discharge = 20.36 cfs
Storm frequency = 100 yrs Time to peak = 738 min
Time interval = 2 min Hyd. volume = 107,645 cuft
Drainage area = 11.610 ac Curve number = 51.2
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = TR55 Time of conc. (Tc) = 38.00 min
Total precip. = 8.28 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Pre-Developed-Overall Site
Q (cfs) Hyd. No. 1 -- 100 Year Q (cfs)
21.00 21.00
18.00 18.00
15.00 15.00
12.00 12.00
9.00 9.00
6.00 6.00
3.00 3.00
0.00 J --• - 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 1 Time (min)

24
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 2
Post Developed to Pond
Hydrograph type = SCS Runoff Peak discharge = 191.96 cfs
Storm frequency = 100 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 398,668 cuft
Drainage area = 20.820 ac Curve number = 77.8
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 8.28 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Post Developed to Pond
Q (cfs) Hyd. No. 2 -- 100 Year Q (cfs)
210.00 210.00
180.00 180.00
150.00 150.00
120.00 120.00
90.00 90.00
60.00 60.00
30.00 30.00
0.00 — 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320
Hyd No. 2 Time (min)

25
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 3
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 15.34 cfs
Storm frequency = 100 yrs Time to peak = 748 min
Time interval = 2 min Hyd. volume = 356,414 cuft
Inflow hyd. No. = 2 - Post Developed to Pond Max. Elevation = 222.78 ft
Reservoir name = Wet Pond Max. Storage = 225,881 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) Hyd. No. 3-- 100 Year Q (cfs)
210.00 210.00
180.00 — 180.00
150.00 150.00
120.00 120.00
90.00 90.00
60.00 60.00
30.00 30.00
•
0.00 0.00
0 600 1200 1800 2400 3000 3600 4200 4800 5400 6000
Time (min)
Hyd No. 3 Hyd No. 2 I Total storage used = 225,881 cuft

26
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 5
1.0 Post-Developed to Pond
Hydrograph type = SCS Runoff Peak discharge = 0.000 cfs
Storm frequency = 100 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Drainage area = 20.820 ac Curve number = 77.8
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 0.00 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs Shape factor = 484
1.0 Post-Developed to Pond
Q (cfs) Hyd. No. 5-- 100 Year Q (cfs)
0.10 0.10
0.09 I 0.09
0.08 0.08
0.07 0.07
0.06 - 0.06
0.05 0.05
0.04 0.04
0.03 0.03
0.02 0.02
0.01 0.01
0.00 — — 0.00
0 20 40 60 80 100 120
Hyd No. 5 Time (min)

27
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 6
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 100 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Inflow hyd. No. = 5 - 1.0 Post-Developed to Pon(Max. Elevation = 219.00 ft
Reservoir name = Wet Pond Max. Storage = 0 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) Hyd. No. 6-- 100 Year Q (cfs)
0.10 - 0.10
0.09 0.09
0.08 0.08
0.07 0.07
0.06 0.06
0.05 0.05
0.04 0.04
0.03 0.03
0.02 0.02
0.01 0.01
0.00 - 0.00
0 600 1200 1800 2400 3000 3600 4200 4800 5400 6000
Time (min)
Hyd No. 6 Hyd No. 5 I I Total storage used = 0 cuft

1
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 3 Peak Flow Period
Post Through Pond 13.93-12.07=1.86 - 2 hours
Hydrograph type = Reservoir Peak discharge = 15.34 cfs
Storm frequency = 100 yrs Time to peak = 12.47 hrs
Time interval = 2 min Hyd. volume = 356,414 cuft
Inflow hyd. No. = 2 - Post Developed tovoir name = Wet Pond
Max. Elevation = 222.78 ft Max. Storage = 225,881 cuft
Storage Indication method used.
Hydrograph Discharge Table (Printed values>=1.00%ofQp.)
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
11.50 11.34 219.83 0.160 0.154 0.154
11.53 12.54 219.85 0.161 0.157 0.157
11.57 16.10 219.88 0.162 0.160 0.160
11.60 22.39 219.92 0.165 0.165 0.165
11.63 30.52 219.98 0.171 0.171 0.171
11.67 39.58 220.06 0.184 0.178 0.178
11.70 49.14 220.15 0.195 0.187 0.187
11.73 59.23 220.26 0.198 0.198 0.198
11.77 70.21 220.40 0.212 0.209 0.209
11.80 85.26 220.56 0.435 0.215 0.212 0.427
11.83 107.51 220.75 0.923 0.219 0.704 0.923
11.87 135.67 221.00 1.782 0.223 1.552 1.775
11.90 167.85 221.29 3.037 0.226 2.795 3.021
11.93 191.96 « 221.63 7.419 0.121 3.259 4.039 7.419
11.97 186.83 221.98 8.981 0.038 1.868 7.072 8.978
12.00 147.27 222.26 9.566 0.025 1.600 7.925 9.549
12.03 92.85 222.46 9.933 0.020 1.502 8.387 9.909
12.07 51.21 222.57 10.13 0.018 1.466 8.630 0.777 10.89
12.10 31.84 222.63 10.23 0.017 1.451 8.739 1.598 11.80
12.13 26.20 222.66 10.28 0.016 1.442 8.793 2.186 12.44
Continues on next page...

2
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
12.17 25.11 222.68 10.32 0.016 1.435 8.834 2.637 12.92
12.20 24.07 222.70 10.35 0.016 1.430 8.870 3.052 13.37
12.23 23.03 222.72 10.38 0.015 1.426 8.902 3.500 13.84
12.27 21.98 222.74 10.41 0.015 1.422 8.929 3.881 14.25
12.30 20.92 222.75 10.43 0.015 1.419 8.951 4.198 14.58
12.33 19.87 222.76 10.45 0.015 1.417 8.969 4.453 14.85
12.37 18.80 222.77 10.46 0.015 1.415 8.983 4.650 15.06
12.40 17.74 222.77 10.47 0.015 1.414 8.993 4.792 15.21
12.43 16.67 222.78 10.48 0.015 1.413 8.999 4.879 15.31
12.47 15.59 222.78 << 10.48 0.015 1.413 9.001 4.915 15.34
12.50 14.51 222.78 10.48 0.015 1.413 9.000 4.902 15.33
12.53 13.52 222.77 10.48 0.015 1.414 8.996 4.844 15.27
12.57 12.77 222.77 10.47 0.015 1.415 8.990 4.751 15.17
12.60 12.31 222.77 10.46 0.015 1.416 8.982 4.635 15.05
12.63 12.01 222.76 10.45 0.015 1.417 8.973 4.508 14.91
12.67 11.77 222.76 10.44 0.015 1.418 8.963 4.375 14.77
12.70 11.52 222.75 10.43 0.015 1.419 8.954 4.237 14.63
12.73 11.28 222.74 10.42 0.015 1.420 8.944 4.096 14.47
12.77 11.04 222.74 10.41 0.015 1.422 8.933 3.950 14.32
12.80 10.79 222.73 10.40 0.015 1.423 8.923 3.800 14.16
12.83 10.55 222.73 10.39 0.015 1.424 8.912 3.646 14.00
12.87 10.30 222.72 10.38 0.015 1.426 8.901 3.489 13.83
12.90 10.06 222.71 10.37 0.015 1.427 8.890 3.328 13.66
12.93 9.811 222.71 10.36 0.016 1.429 8.878 3.164 13.49
12.97 9.565 222.70 10.35 0.016 1.430 8.866 2.997 13.31
13.00 9.317 222.69 10.34 0.016 1.432 8.854 2.861 13.16
13.03 9.083 222.69 10.33 0.016 1.434 8.842 2.726 13.02
Continues on next page...

3
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
13.07 8.882 222.68 10.31 0.016 1.436 8.829 2.588 12.87
13.10 8.720 222.67 10.30 0.016 1.438 8.817 2.449 12.72
13.13 8.580 222.67 10.29 0.016 1.440 8.804 2.310 12.57
13.17 8.448 222.66 10.28 0.016 1.442 8.791 2.172 12.42
13.20 8.316 222.65 10.26 0.016 1.444 8.779 2.034 12.27
13.23 8.183 222.64 10.25 0.016 1.446 8.766 1.896 12.13
13.27 8.050 222.64 10.24 0.017 1.448 8.754 1.759 11.98
13.30 7.917 222.63 10.23 0.017 1.450 8.741 1.623 11.83
13.33 7.784 222.62 10.22 0.017 1.452 8.729 1.487 11.69
13.37 7.651 222.62 10.20 0.017 1.454 8.716 1.352 11.54
13.40 7.519 222.61 10.19 0.017 1.456 8.704 1.217 11.39
13.43 7.385 222.60 10.18 0.017 1.458 8.692 1.082 11.25
13.47 7.251 222.59 10.17 0.017 1.460 8.677 0.995 11.15
13.50 7.117 222.59 10.15 0.017 1.462 8.661 0.921 11.06
13.53 6.987 222.58 10.14 0.017 1.464 8.644 0.845 10.97
13.57 6.869 222.57 10.13 0.018 1.466 8.628 0.769 10.88
13.60 6.763 222.57 10.12 0.018 1.468 8.611 0.693 10.79
13.63 6.665 222.56 10.10 0.018 1.470 8.595 0.616 10.70
13.67 6.570 222.55 10.09 0.018 1.472 8.578 0.539 10.61
13.70 6.474 222.54 10.08 0.018 1.474 8.562 0.462 10.52
13.73 6.378 222.54 10.07 0.018 1.476 8.545 0.385 10.42
13.77 6.283 222.53 10.05 0.018 1.478 8.528 0.308 10.33
13.80 6.187 222.52 10.04 0.018 1.480 8.512 0.231 10.24
13.83 6.091 222.51 10.03 0.018 1.482 8.495 0.154 10.15
13.87 5.995 222.51 10.01 0.019 1.484 8.478 0.077 10.06
13.90 5.899 222.50 10.00 0.019 1.486 8.462 9.967
13.93 5.803 222.49 9.988 0.019 1.490 8.447 9.955
13.97 5.706 222.48 9.974 0.019 1.493 8.432 9.944
Continues on next page...

4
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
14.00 5.610 222.48 9.960 0.019 1.496 8.417 9.932
14.03 5.520 222.47 9.946 0.019 1.499 8.401 9.920
14.07 5.449 222.46 9.931 0.020 1.503 8.385 9.907
14.10 5.399 222.45 9.917 0.020 1.506 8.369 9.895
14.13 5.362 222.45 9.902 0.020 1.510 8.353 9.882
14.17 5.329 222.44 9.887 0.020 1.513 8.336 9.870
14.20 5.296 222.43 9.873 0.020 1.517 8.320 9.857
14.23 5.262 222.42 9.858 0.020 1.520 8.304 9.844
14.27 5.230 222.41 9.843 0.021 1.524 8.287 9.832
14.30 5.197 222.40 9.828 0.021 1.527 8.271 9.819
14.33 5.164 222.40 9.812 0.021 1.531 8.252 9.804
14.37 5.130 222.39 9.797 0.021 1.535 8.231 9.787
14.40 5.097 222.38 9.781 0.021 1.539 8.210 9.770
14.43 5.063 222.37 9.766 0.022 1.543 8.189 9.753
14.47 5.030 222.36 9.750 0.022 1.547 8.167 9.736
14.50 4.997 222.35 9.734 0.022 1.551 8.146 9.719
14.53 4.964 222.34 9.718 0.022 1.555 8.125 9.702
14.57 4.930 222.34 9.703 0.022 1.559 8.103 9.685
14.60 4.897 222.33 9.687 0.023 1.563 8.082 9.667
14.63 4.864 222.32 9.671 0.023 1.567 8.060 9.650
14.67 4.831 222.31 9.655 0.023 1.571 8.039 9.633
14.70 4.797 222.30 9.639 0.023 1.575 8.017 9.615
14.73 4.764 222.29 9.622 0.024 1.580 7.996 9.600
14.77 4.730 222.28 9.605 0.024 1.586 7.975 9.585
14.80 4.696 222.28 9.589 0.024 1.592 7.954 9.570
14.83 4.663 222.27 9.572 0.024 1.598 7.933 9.555
14.87 4.630 222.26 9.555 0.025 1.604 7.912 9.540
14.90 4.596 222.25 9.538 0.025 1.609 7.890 9.525
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5
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
14.93 4.562 222.24 9.521 0.025 1.615 7.869 9.510
14.97 4.529 222.23 9.504 0.026 1.621 7.847 9.494
15.00 4.495 222.22 9.486 0.026 1.627 7.826 9.479
15.03 4.462 222.21 9.469 0.026 1.633 7.804 9.464
15.07 4.428 222.20 9.452 0.027 1.639 7.783 9.448
15.10 4.394 222.19 9.434 0.027 1.646 7.758 9.431
15.13 4.360 222.19 9.416 0.027 1.653 7.733 9.413
15.17 4.327 222.18 9.398 0.028 1.661 7.707 9.395
15.20 4.293 222.17 9.380 0.028 1.669 7.681 9.377
15.23 4.259 222.16 9.361 0.028 1.676 7.655 9.359
15.27 4.226 222.15 9.343 0.029 1.684 7.628 9.341
15.30 4.192 222.14 9.324 0.029 1.691 7.602 9.323
15.33 4.157 222.13 9.306 0.030 1.699 7.576 9.304
15.37 4.124 222.12 9.287 0.030 1.707 7.550 9.286
15.40 4.090 222.11 9.269 0.030 1.714 7.523 9.268
15.43 4.056 222.10 9.250 0.031 1.722 7.496 9.249
15.47 4.023 222.09 9.231 0.031 1.732 7.467 9.229
15.50 3.988 222.08 9.211 0.032 1.742 7.436 9.209
15.53 3.954 222.07 9.191 0.032 1.752 7.405 9.189
15.57 3.920 222.06 9.171 0.033 1.762 7.374 9.169
15.60 3.887 222.05 9.151 0.033 1.773 7.342 9.148
15.63 3.853 222.05 9.131 0.034 1.783 7.311 9.128
15.67 3.818 222.04 9.111 0.035 1.793 7.280 9.108
15.70 3.784 222.03 9.091 0.035 1.804 7.248 9.087
15.73 3.750 222.02 9.070 0.036 1.814 7.217 9.067
15.77 3.716 222.01 9.050 0.036 1.824 7.185 9.046
15.80 3.682 222.00 9.029 0.037 1.836 7.152 9.025
15.83 3.648 221.99 9.005 0.038 1.852 7.112 9.001
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6
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
15.87 3.614 221.98 8.981 0.038 1.868 7.072 8.978
15.90 3.580 221.97 8.957 0.039 1.883 7.032 8.954
15.93 3.546 221.96 8.933 0.040 1.899 6.992 8.931
15.97 3.511 221.95 8.910 0.041 1.915 6.952 8.907
16.00 3.477 221.94 8.886 0.042 1.930 6.911 8.883
16.03 3.446 221.92 8.862 0.043 1.946 6.871 8.860
16.07 3.421 221.91 8.837 0.043 1.962 6.831 8.836
16.10 3.403 221.90 8.813 0.044 1.978 6.790 8.812
16.13 3.389 221.89 8.787 0.045 1.998 6.742 8.786
16.17 3.377 221.88 8.759 0.047 2.021 6.691 8.758
16.20 3.365 221.87 8.731 0.048 2.044 6.639 8.730
16.23 3.353 221.86 8.703 0.049 2.066 6.587 8.702
16.27 3.341 221.85 8.676 0.050 2.089 6.536 8.675
16.30 3.329 221.84 8.648 0.052 2.111 6.484 8.647
16.33 3.317 221.83 8.621 0.053 2.134 6.433 8.620
16.37 3.305 221.82 8.593 0.054 2.156 6.382 8.592
16.40 3.293 221.81 8.566 0.055 2.178 6.331 8.565
16.43 3.281 221.80 8.539 0.056 2.201 6.281 8.538
16.47 3.269 221.79 8.502 0.058 2.235 6.208 8.502
16.50 3.257 221.78 8.466 0.061 2.270 6.134 8.465
16.53 3.245 221.77 8.429 0.063 2.305 6.061 8.429
16.57 3.233 221.76 8.393 0.065 2.340 5.987 8.392
16.60 3.221 221.75 8.357 0.067 2.375 5.914 8.356
16.63 3.209 221.74 8.321 0.069 2.410 5.842 8.320
16.67 3.197 221.73 8.285 0.071 2.444 5.769 8.284
16.70 3.185 221.72 8.249 0.073 2.479 5.698 8.249
16.73 3.173 221.71 8.214 0.075 2.513 5.626 8.213
16.77 3.161 221.70 8.179 0.077 2.547 5.555 8.178
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7
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
16.80 3.149 221.69 8.090 0.082 2.630 5.378 8.090
16.83 3.137 221.68 7.993 0.087 2.721 5.184 7.993
16.87 3.125 221.67 7.897 0.093 2.811 4.993 7.897
16.90 3.113 221.66 7.803 0.099 2.899 4.805 7.803
16.93 3.101 221.66 7.711 0.104 2.986 4.621 7.711
16.97 3.089 221.65 7.620 0.109 3.071 4.440 7.620
17.00 3.077 221.64 7.531 0.114 3.155 4.262 7.531
17.03 3.064 221.63 7.443 0.120 3.237 4.086 7.443
17.07 3.052 221.62 7.357 0.125 3.318 3.914 7.357
17.10 3.041 221.61 7.272 0.130 3.397 3.745 7.272
17.13 3.028 221.60 7.189 0.134 3.476 3.579 7.189
17.17 3.016 221.60 7.077 0.139 3.529 3.408 7.076
17.20 3.004 221.59 6.931 0.144 3.553 3.234 6.931
17.23 2.992 221.58 6.791 0.148 3.576 3.066 6.790
17.27 2.980 221.57 6.655 0.152 3.598 2.904 6.654
17.30 2.968 221.57 6.523 0.157 3.620 2.746 6.523
17.33 2.956 221.56 6.396 0.161 3.641 2.594 6.395
17.37 2.944 221.55 6.272 0.164 3.661 2.447 6.272
17.40 2.932 221.55 6.153 0.168 3.681 2.304 6.153
17.43 2.919 221.54 6.037 0.172 3.700 2.166 6.037
17.47 2.907 221.54 5.926 0.175 3.718 2.032 5.926
17.50 2.895 221.53 5.818 0.179 3.736 1.903 5.817
17.53 2.883 221.52 5.713 0.182 3.753 1.778 5.713
17.57 2.871 221.52 5.611 0.185 3.770 1.657 5.611
17.60 2.859 221.51 5.513 0.188 3.786 1.539 5.513
17.63 2.847 221.51 5.418 0.191 3.801 1.425 5.418
17.67 2.834 221.50 5.326 0.194 3.816 1.315 5.326
17.70 2.822 221.50 5.239 0.197 3.822 1.220 5.238
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8
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
17.73 2.810 221.49 5.161 0.198 3.799 1.163 5.160
17.77 2.798 221.49 5.085 0.199 3.777 1.108 5.084
17.80 2.786 221.49 5.012 0.201 3.755 1.054 5.010
17.83 2.773 221.48 4.941 0.202 3.734 1.002 4.938
17.87 2.761 221.48 4.871 0.203 3.714 0.951 4.868
17.90 2.749 221.47 4.803 0.205 3.694 0.901 4.800
17.93 2.737 221.47 4.737 0.206 3.674 0.853 4.733
17.97 2.725 221.47 4.673 0.207 3.655 0.806 4.669
18.00 2.713 221.46 4.611 0.208 3.637 0.761 4.606
18.03 2.700 221.46 4.550 0.209 3.619 0.716 4.544
18.07 2.688 221.45 4.491 0.210 3.602 0.673 4.485
18.10 2.676 221.45 4.433 0.211 3.584 0.630 4.426
18.13 2.664 221.45 4.377 0.212 3.568 0.589 4.370
18.17 2.652 221.44 4.322 0.213 3.552 0.549 4.314
18.20 2.639 221.44 4.268 0.214 3.536 0.510 4.260
18.23 2.627 221.44 4.216 0.215 3.520 0.472 4.208
18.27 2.614 221.44 4.165 0.216 3.506 0.435 4.157
18.30 2.602 221.43 4.116 0.217 3.491 0.399 4.107
18.33 2.590 221.43 4.067 0.218 3.477 0.363 4.058
18.37 2.578 221.43 4.020 0.219 3.463 0.329 4.010
18.40 2.566 221.42 3.974 0.220 3.449 0.295 3.964
18.43 2.553 221.42 3.929 0.221 3.436 0.262 3.918
18.47 2.541 221.42 3.885 0.221 3.423 0.230 3.874
18.50 2.529 221.42 3.842 0.222 3.410 0.199 3.831
18.53 2.517 221.41 3.800 0.223 3.398 0.168 3.789
18.57 2.504 221.41 3.759 0.224 3.386 0.138 3.747
18.60 2.492 221.41 3.719 0.224 3.374 0.109 3.707
18.63 2.480 221.41 3.680 0.225 3.362 0.080 3.668
Continues on next page...

9
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
18.67 2.468 221.40 3.642 0.226 3.351 0.052 3.629
18.70 2.455 221.40 3.604 0.226 3.340 0.025 3.591
18.73 2.443 221.40 3.570 0.227 3.329 3.556
18.77 2.431 221.40 3.559 0.227 3.319 3.546
18.80 2.418 221.40 3.549 0.227 3.308 3.535
18.83 2.406 221.39 3.538 0.227 3.298 3.525
18.87 2.394 221.39 3.528 0.227 3.287 3.514
18.90 2.382 221.39 3.518 0.227 3.277 3.504
18.93 2.369 221.39 3.507 0.227 3.266 3.493
18.97 2.357 221.38 3.497 0.227 3.256 3.483
19.00 2.345 221.38 3.486 0.227 3.245 3.472
19.03 2.332 221.38 3.476 0.227 3.234 3.461
19.07 2.320 221.38 3.465 0.227 3.224 3.451
19.10 2.308 221.38 3.454 0.227 3.213 3.440
19.13 2.295 221.37 3.444 0.227 3.202 3.429
19.17 2.283 221.37 3.433 0.227 3.192 3.419
19.20 2.271 221.37 3.423 0.227 3.181 3.408
19.23 2.259 221.37 3.412 0.227 3.170 3.397
19.27 2.246 221.37 3.401 0.227 3.160 3.387
19.30 2.234 221.36 3.391 0.227 3.149 3.376
19.33 2.222 221.36 3.380 0.227 3.138 3.365
19.37 2.209 221.36 3.369 0.227 3.128 3.354
19.40 2.197 221.36 3.359 0.227 3.117 3.344
19.43 2.184 221.35 3.348 0.227 3.106 3.333
19.47 2.172 221.35 3.337 0.227 3.095 3.322
19.50 2.160 221.35 3.326 0.227 3.084 3.311
19.53 2.148 221.35 3.316 0.227 3.074 3.300
19.57 2.135 221.35 3.305 0.227 3.063 3.289
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10
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
19.60 2.123 221.34 3.294 0.227 3.052 3.279
19.63 2.110 221.34 3.283 0.227 3.041 3.268
19.67 2.098 221.34 3.272 0.227 3.030 3.257
19.70 2.086 221.34 3.262 0.227 3.019 3.246
19.73 2.073 221.33 3.251 0.227 3.008 3.235
19.77 2.061 221.33 3.240 0.227 2.997 3.224
19.80 2.049 221.33 3.229 0.227 2.986 3.213
19.83 2.036 221.33 3.218 0.227 2.975 3.202
19.87 2.024 221.32 3.207 0.227 2.965 3.191
19.90 2.011 221.32 3.196 0.227 2.954 3.180
19.93 1.999 221.32 3.185 0.227 2.943 3.169
19.97 1.987 221.32 3.175 0.227 2.932 3.158
20.00 1.974 221.32 3.164 0.227 2.920 3.147
20.03 1.963 221.31 3.153 0.227 2.910 3.136
20.07 1.954 221.31 3.142 0.227 2.899 3.125
20.10 1.949 221.31 3.131 0.227 2.888 3.114
20.13 1.947 221.31 3.120 0.227 2.877 3.103
20.17 1.944 221.30 3.109 0.227 2.866 3.092
20.20 1.942 221.30 3.099 0.227 2.855 3.082
20.23 1.939 221.30 3.088 0.226 2.844 3.071
20.27 1.937 221.30 3.077 0.226 2.834 3.061
20.30 1.934 221.30 3.067 0.226 2.824 3.051
20.33 1.932 221.29 3.057 0.226 2.814 3.041
20.37 1.930 221.29 3.047 0.226 2.805 3.031
20.40 1.927 221.29 3.037 0.226 2.795 3.021
20.43 1.925 221.29 3.026 0.226 2.785 3.012
20.47 1.923 221.29 3.016 0.226 2.776 3.002
20.50 1.920 221.28 3.007 0.226 2.766 2.992
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11
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
20.53 1.918 221.28 2.997 0.226 2.756 2.983
20.57 1.915 221.28 2.987 0.226 2.747 2.973
20.60 1.913 221.28 2.977 0.226 2.738 2.964
20.63 1.910 221.28 2.967 0.226 2.728 2.955
20.67 1.908 221.27 2.958 0.226 2.719 2.945
20.70 1.906 221.27 2.948 0.226 2.710 2.936
20.73 1.903 221.27 2.939 0.226 2.701 2.927
20.77 1.901 221.27 2.929 0.226 2.692 2.918
20.80 1.899 221.27 2.920 0.226 2.683 2.909
20.83 1.896 221.26 2.911 0.226 2.674 2.900
20.87 1.894 221.26 2.901 0.226 2.665 2.891
20.90 1.891 221.26 2.892 0.226 2.656 2.882
20.93 1.889 221.26 2.883 0.226 2.647 2.873
20.97 1.887 221.26 2.874 0.226 2.639 2.865
21.00 1.884 221.25 2.865 0.226 2.630 2.856
21.03 1.882 221.25 2.856 0.226 2.621 2.847
21.07 1.879 221.25 2.847 0.226 2.613 2.839
21.10 1.877 221.25 2.838 0.226 2.604 2.830
21.13 1.875 221.25 2.830 0.226 2.596 2.822
21.17 1.872 221.24 2.821 0.226 2.587 2.813
21.20 1.870 221.24 2.812 0.226 2.579 2.805
21.23 1.867 221.24 2.804 0.226 2.571 2.797
21.27 1.865 221.24 2.795 0.226 2.562 2.788
21.30 1.863 221.24 2.787 0.226 2.554 2.780
21.33 1.860 221.24 2.778 0.226 2.546 2.772
21.37 1.858 221.23 2.770 0.226 2.538 2.764
21.40 1.855 221.23 2.761 0.226 2.530 2.756
21.43 1.853 221.23 2.753 0.226 2.522 2.748
Continues on next page...

12
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
21.47 1.851 221.23 2.745 0.226 2.514 2.740
21.50 1.848 221.23 2.737 0.226 2.506 2.732
21.53 1.846 221.23 2.729 0.226 2.498 2.724
21.57 1.843 221.22 2.720 0.226 2.491 2.716
21.60 1.841 221.22 2.712 0.226 2.483 2.709
21.63 1.838 221.22 2.704 0.226 2.475 2.701
21.67 1.836 221.22 2.696 0.226 2.468 2.693
21.70 1.834 221.22 2.689 0.226 2.460 2.686
21.73 1.831 221.22 2.681 0.226 2.452 2.678
21.77 1.829 221.21 2.673 0.226 2.445 2.671
21.80 1.826 221.21 2.665 0.226 2.437 2.663
21.83 1.824 221.21 2.657 0.226 2.430 2.656
21.87 1.822 221.21 2.650 0.226 2.423 2.648
21.90 1.819 221.21 2.642 0.226 2.415 2.641
21.93 1.817 221.21 2.635 0.226 2.408 2.634
21.97 1.814 221.20 2.627 0.226 2.401 2.626
22.00 1.812 221.20 2.620 0.226 2.394 2.619
22.03 1.810 221.20 2.612 0.226 2.386 2.612
22.07 1.807 221.20 2.605 0.226 2.380 2.605
22.10 1.805 221.20 2.599 0.226 2.373 2.598
22.13 1.802 221.20 2.592 0.226 2.366 2.592
22.17 1.800 221.19 2.585 0.226 2.360 2.585
22.20 1.797 221.19 2.579 0.226 2.353 2.579
22.23 1.795 221.19 2.572 0.226 2.347 2.572
22.27 1.793 221.19 2.566 0.226 2.340 2.566
22.30 1.790 221.19 2.559 0.225 2.334 2.559
22.33 1.788 221.19 2.553 0.225 2.327 2.553
22.37 1.785 221.19 2.546 0.225 2.321 2.546
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13
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
22.40 1.783 221.18 2.540 0.225 2.315 2.540
22.43 1.781 221.18 2.534 0.225 2.308 2.534
22.47 1.778 221.18 2.527 0.225 2.302 2.527
22.50 1.776 221.18 2.521 0.225 2.296 2.521
22.53 1.773 221.18 2.515 0.225 2.290 2.515
22.57 1.771 221.18 2.509 0.225 2.283 2.509
22.60 1.768 221.18 2.503 0.225 2.277 2.503
22.63 1.766 221.17 2.496 0.225 2.271 2.496
22.67 1.764 221.17 2.490 0.225 2.265 2.490
22.70 1.761 221.17 2.484 0.225 2.259 2.484
22.73 1.759 221.17 2.478 0.225 2.253 2.478
22.77 1.756 221.17 2.472 0.225 2.247 2.472
22.80 1.754 221.17 2.466 0.225 2.241 2.466
22.83 1.751 221.17 2.460 0.225 2.235 2.460
22.87 1.749 221.16 2.454 0.225 2.229 2.454
22.90 1.747 221.16 2.448 0.225 2.223 2.448
22.93 1.744 221.16 2.443 0.225 2.218 2.443
22.97 1.742 221.16 2.437 0.225 2.212 2.437
23.00 1.739 221.16 2.431 0.225 2.206 2.431
23.03 1.737 221.16 2.425 0.225 2.200 2.425
23.07 1.735 221.16 2.419 0.225 2.194 2.419
23.10 1.732 221.16 2.414 0.225 2.189 2.414
23.13 1.730 221.15 2.408 0.225 2.183 2.408
23.17 1.727 221.15 2.402 0.225 2.177 2.402
23.20 1.725 221.15 2.397 0.225 2.172 2.397
23.23 1.722 221.15 2.391 0.225 2.166 2.391
23.27 1.720 221.15 2.385 0.225 2.161 2.385
23.30 1.717 221.15 2.380 0.225 2.155 2.380
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14
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
23.33 1.715 221.15 2.374 0.225 2.149 2.374
23.37 1.713 221.14 2.369 0.225 2.144 2.369
23.40 1.710 221.14 2.363 0.225 2.139 2.363
23.43 1.708 221.14 2.358 0.225 2.133 2.358
23.47 1.705 221.14 2.352 0.225 2.128 2.352
23.50 1.703 221.14 2.347 0.225 2.122 2.347
23.53 1.700 221.14 2.342 0.225 2.117 2.342
23.57 1.698 221.14 2.336 0.225 2.112 2.336
23.60 1.696 221.14 2.331 0.225 2.106 2.331
23.63 1.693 221.13 2.326 0.225 2.101 2.326
23.67 1.691 221.13 2.320 0.225 2.096 2.320
23.70 1.688 221.13 2.315 0.225 2.090 2.315
23.73 1.686 221.13 2.310 0.225 2.085 2.310
23.77 1.683 221.13 2.305 0.225 2.080 2.305
23.80 1.681 221.13 2.299 0.224 2.075 2.299
23.83 1.679 221.13 2.294 0.224 2.070 2.294
23.87 1.676 221.13 2.289 0.224 2.065 2.289
23.90 1.674 221.13 2.284 0.224 2.059 2.284
23.93 1.671 221.12 2.279 0.224 2.054 2.279
23.97 1.669 221.12 2.274 0.224 2.049 2.274
24.00 1.666 221.12 2.269 0.224 2.044 2.269
24.03 1.332 221.12 2.262 0.224 2.038 2.262
24.07 0.666 221.12 2.252 0.224 2.027 2.252
24.10 0.222 221.11 2.237 0.224 2.012 2.237
24.13 0.000 221.11 2.219 0.224 1.995 2.219
24.17 0.000 221.11 2.200 0.224 1.976 2.200
24.20 0.000 221.10 2.182 0.224 1.958 2.182
24.23 0.000 221.10 2.165 0.224 1.941 2.165
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15
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
24.27 0.000 221.09 2.148 0.224 1.924 2.148
24.30 0.000 221.09 2.132 0.224 1.907 2.131
24.33 0.000 221.09 2.116 0.224 1.891 2.114
24.37 0.000 221.08 2.100 0.224 1.874 2.098
24.40 0.000 221.08 2.084 0.224 1.858 2.082
24.43 0.000 221.07 2.068 0.224 1.842 2.066
24.47 0.000 221.07 2.052 0.224 1.826 2.050
24.50 0.000 221.07 2.036 0.224 1.810 2.034
24.53 0.000 221.06 2.021 0.224 1.794 2.018
24.57 0.000 221.06 2.005 0.224 1.779 2.002
24.60 0.000 221.05 1.990 0.223 1.763 1.987
24.63 0.000 221.05 1.975 0.223 1.748 1.971
24.67 0.000 221.05 1.960 0.223 1.733 1.956
24.70 0.000 221.04 1.945 0.223 1.717 1.941
24.73 0.000 221.04 1.930 0.223 1.702 1.926
24.77 0.000 221.03 1.916 0.223 1.687 1.911
24.80 0.000 221.03 1.901 0.223 1.673 1.896
24.83 0.000 221.03 1.887 0.223 1.658 1.881
24.87 0.000 221.02 1.872 0.223 1.643 1.867
24.90 0.000 221.02 1.858 0.223 1.629 1.852
24.93 0.000 221.02 1.844 0.223 1.615 1.838
24.97 0.000 221.01 1.830 0.223 1.600 1.823
25.00 0.000 221.01 1.816 0.223 1.586 1.809
25.03 0.000 221.01 1.802 0.223 1.572 1.795
25.07 0.000 221.00 1.788 0.223 1.558 1.781
25.10 0.000 221.00 1.775 0.223 1.545 1.767
25.13 0.000 221.00 1.761 0.223 1.531 1.754
25.17 0.000 220.99 1.747 0.223 1.517 1.740
Continues on next page...

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Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
25.20 0.000 220.99 1.733 0.223 1.504 1.727
25.23 0.000 220.98 1.720 0.223 1.491 1.713
25.27 0.000 220.98 1.707 0.223 1.478 1.700
25.30 0.000 220.98 1.693 0.223 1.464 1.687
25.33 0.000 220.97 1.680 0.222 1.451 1.674
25.37 0.000 220.97 1.667 0.222 1.439 1.661
25.40 0.000 220.97 1.654 0.222 1.426 1.648
25.43 0.000 220.96 1.641 0.222 1.413 1.635
25.47 0.000 220.96 1.628 0.222 1.400 1.623
25.50 0.000 220.96 1.615 0.222 1.388 1.610
25.53 0.000 220.95 1.603 0.222 1.376 1.598
25.57 0.000 220.95 1.590 0.222 1.363 1.585
25.60 0.000 220.95 1.578 0.222 1.351 1.573
25.63 0.000 220.94 1.566 0.222 1.339 1.561
25.67 0.000 220.94 1.553 0.222 1.327 1.549
25.70 0.000 220.94 1.541 0.222 1.315 1.537
25.73 0.000 220.94 1.530 0.222 1.304 1.526
25.77 0.000 220.93 1.519 0.222 1.293 1.515
25.80 0.000 220.93 1.507 0.222 1.282 1.504
25.83 0.000 220.93 1.496 0.222 1.271 1.493
25.87 0.000 220.92 1.485 0.222 1.260 1.482
25.90 0.000 220.92 1.474 0.222 1.249 1.471
25.93 0.000 220.92 1.463 0.222 1.239 1.460
25.97 0.000 220.91 1.452 0.222 1.228 1.449
26.00 0.000 220.91 1.442 0.222 1.217 1.439
26.03 0.000 220.91 1.431 0.221 1.207 1.428
26.07 0.000 220.90 1.420 0.221 1.196 1.418
26.10 0.000 220.90 1.410 0.221 1.186 1.408
Continues on next page...

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Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
26.13 0.000 220.90 1.399 0.221 1.176 1.397
26.17 0.000 220.90 1.389 0.221 1.166 1.387
26.20 0.000 220.89 1.378 0.221 1.156 1.377
26.23 0.000 220.89 1.368 0.221 1.146 1.367
26.27 0.000 220.89 1.358 0.221 1.136 1.357
26.30 0.000 220.89 1.348 0.221 1.126 1.347
26.33 0.000 220.88 1.338 0.221 1.116 1.337
26.37 0.000 220.88 1.328 0.221 1.106 1.327
26.40 0.000 220.88 1.319 0.221 1.097 1.318
26.43 0.000 220.87 1.310 0.221 1.088 1.309
26.47 0.000 220.87 1.301 0.221 1.079 1.300
26.50 0.000 220.87 1.292 0.221 1.070 1.291
26.53 0.000 220.87 1.283 0.221 1.061 1.282
26.57 0.000 220.86 1.274 0.221 1.053 1.273
26.60 0.000 220.86 1.265 0.221 1.044 1.265
26.63 0.000 220.86 1.256 0.221 1.035 1.256
26.67 0.000 220.86 1.248 0.221 1.027 1.247
26.70 0.000 220.85 1.239 0.221 1.018 1.239
26.73 0.000 220.85 1.231 0.221 1.010 1.230
26.77 0.000 220.85 1.222 0.220 1.001 1.222
26.80 0.000 220.85 1.214 0.220 0.993 1.213
26.83 0.000 220.84 1.205 0.220 0.985 1.205
26.87 0.000 220.84 1.197 0.220 0.976 1.197
26.90 0.000 220.84 1.189 0.220 0.968 1.188
26.93 0.000 220.84 1.180 0.220 0.960 1.180
26.97 0.000 220.83 1.172 0.220 0.952 1.172
27.00 0.000 220.83 1.164 0.220 0.944 1.164
27.03 0.000 220.83 1.156 0.220 0.936 1.156
Continues on next page...

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Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
27.07 0.000 220.83 1.148 0.220 0.928 1.148
27.10 0.000 220.82 1.140 0.220 0.920 1.140
27.13 0.000 220.82 1.132 0.220 0.912 1.132
27.17 0.000 220.82 1.125 0.220 0.905 1.125
27.20 0.000 220.82 1.117 0.220 0.897 1.117
27.23 0.000 220.81 1.110 0.220 0.890 1.110
27.27 0.000 220.81 1.103 0.220 0.883 1.103
27.30 0.000 220.81 1.096 0.220 0.876 1.096
27.33 0.000 220.81 1.089 0.220 0.869 1.089
27.37 0.000 220.81 1.082 0.220 0.862 1.082
27.40 0.000 220.80 1.075 0.220 0.855 1.075
27.43 0.000 220.80 1.068 0.220 0.849 1.068
27.47 0.000 220.80 1.061 0.220 0.842 1.061
27.50 0.000 220.80 1.055 0.220 0.835 1.055
27.53 0.000 220.79 1.048 0.220 0.828 1.048
27.57 0.000 220.79 1.041 0.219 0.822 1.041
27.60 0.000 220.79 1.034 0.219 0.815 1.034
27.63 0.000 220.79 1.028 0.219 0.808 1.028
27.67 0.000 220.79 1.021 0.219 0.802 1.021
27.70 0.000 220.78 1.015 0.219 0.795 1.015
27.73 0.000 220.78 1.008 0.219 0.789 1.008
27.77 0.000 220.78 1.002 0.219 0.782 1.002
27.80 0.000 220.78 0.995 0.219 0.776 0.995
27.83 0.000 220.78 0.989 0.219 0.770 0.989
27.87 0.000 220.77 0.983 0.219 0.763 0.983
27.90 0.000 220.77 0.976 0.219 0.757 0.976
27.93 0.000 220.77 0.970 0.219 0.751 0.970
27.97 0.000 220.77 0.964 0.219 0.745 0.964
Continues on next page...

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Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
28.00 0.000 220.77 0.958 0.219 0.739 0.958
28.03 0.000 220.76 0.951 0.219 0.732 0.951
28.07 0.000 220.76 0.945 0.219 0.726 0.945
28.10 0.000 220.76 0.939 0.219 0.720 0.939
28.13 0.000 220.76 0.934 0.219 0.715 0.934
28.17 0.000 220.76 0.928 0.219 0.709 0.928
28.20 0.000 220.75 0.923 0.219 0.704 0.923
28.23 0.000 220.75 0.917 0.219 0.698 0.917
28.27 0.000 220.75 0.912 0.219 0.693 0.912
28.30 0.000 220.75 0.907 0.219 0.688 0.906
28.33 0.000 220.75 0.901 0.219 0.682 0.901
28.37 0.000 220.75 0.896 0.219 0.677 0.896
28.40 0.000 220.74 0.891 0.219 0.672 0.890
28.43 0.000 220.74 0.886 0.219 0.667 0.885
28.47 0.000 220.74 0.880 0.219 0.661 0.880
28.50 0.000 220.74 0.875 0.219 0.656 0.875
28.53 0.000 220.74 0.870 0.219 0.651 0.870
28.57 0.000 220.73 0.865 0.218 0.646 0.864
28.60 0.000 220.73 0.860 0.218 0.641 0.859
28.63 0.000 220.73 0.855 0.218 0.636 0.854
28.67 0.000 220.73 0.850 0.218 0.631 0.849
28.70 0.000 220.73 0.845 0.218 0.626 0.844
28.73 0.000 220.73 0.840 0.218 0.621 0.839
28.77 0.000 220.72 0.835 0.218 0.616 0.834
28.80 0.000 220.72 0.830 0.218 0.611 0.829
28.83 0.000 220.72 0.825 0.218 0.606 0.825
28.87 0.000 220.72 0.821 0.218 0.601 0.820
28.90 0.000 220.72 0.816 0.218 0.597 0.815
Continues on next page...

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Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
28.93 0.000 220.72 0.811 0.218 0.592 0.810
28.97 0.000 220.71 0.806 0.218 0.587 0.805
29.00 0.000 220.71 0.802 0.218 0.582 0.800
29.03 0.000 220.71 0.797 0.218 0.578 0.796
29.07 0.000 220.71 0.792 0.218 0.573 0.791
29.10 0.000 220.71 0.788 0.218 0.568 0.786
29.13 0.000 220.71 0.783 0.218 0.564 0.782
29.17 0.000 220.70 0.778 0.218 0.559 0.777
29.20 0.000 220.70 0.774 0.218 0.555 0.773
29.23 0.000 220.70 0.769 0.218 0.550 0.768
29.27 0.000 220.70 0.765 0.218 0.546 0.764
29.30 0.000 220.70 0.761 0.218 0.542 0.760
29.33 0.000 220.70 0.757 0.218 0.538 0.755
29.37 0.000 220.69 0.753 0.218 0.534 0.751
29.40 0.000 220.69 0.749 0.218 0.530 0.747
29.43 0.000 220.69 0.745 0.218 0.526 0.743
29.47 0.000 220.69 0.742 0.218 0.522 0.739
29.50 0.000 220.69 0.738 0.218 0.518 0.735
29.53 0.000 220.69 0.734 0.218 0.514 0.732
29.57 0.000 220.69 0.730 0.218 0.510 0.728
29.60 0.000 220.68 0.726 0.218 0.506 0.724
29.63 0.000 220.68 0.723 0.218 0.502 0.720
29.67 0.000 220.68 0.719 0.218 0.499 0.716
29.70 0.000 220.68 0.715 0.217 0.495 0.712
29.73 0.000 220.68 0.712 0.217 0.491 0.708
29.77 0.000 220.68 0.708 0.217 0.487 0.705
29.80 0.000 220.68 0.704 0.217 0.483 0.701
29.83 0.000 220.67 0.701 0.217 0.480 0.697
Continues on next page...

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Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
29.87 0.000 220.67 0.697 0.217 0.476 0.693
29.90 0.000 220.67 0.693 0.217 0.472 0.690
29.93 0.000 220.67 0.690 0.217 0.469 0.686
29.97 0.000 220.67 0.686 0.217 0.465 0.682
30.00 0.000 220.67 0.683 0.217 0.461 0.679
30.03 0.000 220.67 0.679 0.217 0.458 0.675
30.07 0.000 220.66 0.676 0.217 0.454 0.671
30.10 0.000 220.66 0.672 0.217 0.451 0.668
30.13 0.000 220.66 0.669 0.217 0.447 0.664
30.17 0.000 220.66 0.665 0.217 0.444 0.661
30.20 0.000 220.66 0.662 0.217 0.440 0.657
30.23 0.000 220.66 0.659 0.217 0.437 0.654
30.27 0.000 220.66 0.655 0.217 0.433 0.650
30.30 0.000 220.65 0.652 0.217 0.430 0.647
30.33 0.000 220.65 0.649 0.217 0.426 0.643
30.37 0.000 220.65 0.645 0.217 0.423 0.640
30.40 0.000 220.65 0.642 0.217 0.419 0.636
30.43 0.000 220.65 0.639 0.217 0.416 0.633
30.47 0.000 220.65 0.635 0.217 0.413 0.630
30.50 0.000 220.65 0.632 0.217 0.409 0.626
30.53 0.000 220.65 0.629 0.217 0.406 0.623
30.57 0.000 220.64 0.626 0.217 0.403 0.620
30.60 0.000 220.64 0.623 0.217 0.399 0.616
30.63 0.000 220.64 0.619 0.217 0.396 0.613
30.67 0.000 220.64 0.616 0.217 0.393 0.610
30.70 0.000 220.64 0.613 0.217 0.390 0.607
30.73 0.000 220.64 0.611 0.217 0.387 0.604
30.77 0.000 220.64 0.608 0.217 0.384 0.601
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Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
30.80 0.000 220.64 0.605 0.217 0.381 0.598
30.83 0.000 220.63 0.602 0.217 0.379 0.595
30.87 0.000 220.63 0.600 0.217 0.376 0.592
30.90 0.000 220.63 0.597 0.216 0.373 0.590
30.93 0.000 220.63 0.594 0.216 0.370 0.587
30.97 0.000 220.63 0.592 0.216 0.368 0.584
31.00 0.000 220.63 0.589 0.216 0.365 0.581
31.03 0.000 220.63 0.586 0.216 0.362 0.579
31.07 0.000 220.63 0.584 0.216 0.359 0.576
31.10 0.000 220.62 0.581 0.216 0.357 0.573
31.13 0.000 220.62 0.579 0.216 0.354 0.570
31.17 0.000 220.62 0.576 0.216 0.351 0.568
31.20 0.000 220.62 0.574 0.216 0.349 0.565
31.23 0.000 220.62 0.571 0.216 0.346 0.562
31.27 0.000 220.62 0.568 0.216 0.343 0.560
31.30 0.000 220.62 0.566 0.216 0.341 0.557
31.33 0.000 220.62 0.563 0.216 0.338 0.554
31.37 0.000 220.62 0.561 0.216 0.336 0.552
31.40 0.000 220.61 0.558 0.216 0.333 0.549
31.43 0.000 220.61 0.556 0.216 0.331 0.547
31.47 0.000 220.61 0.553 0.216 0.328 0.544
31.50 0.000 220.61 0.551 0.216 0.325 0.541
31.53 0.000 220.61 0.549 0.216 0.323 0.539
31.57 0.000 220.61 0.546 0.216 0.320 0.536
31.60 0.000 220.61 0.544 0.216 0.318 0.534
31.63 0.000 220.61 0.541 0.216 0.315 0.531
31.67 0.000 220.61 0.539 0.216 0.313 0.529
31.70 0.000 220.60 0.537 0.216 0.310 0.526
Continues on next page...

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Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
31.73 0.000 220.60 0.534 0.216 0.308 0.524
31.77 0.000 220.60 0.532 0.216 0.305 0.521
31.80 0.000 220.60 0.529 0.216 0.303 0.519
31.83 0.000 220.60 0.527 0.216 0.301 0.516
31.87 0.000 220.60 0.525 0.216 0.298 0.514
31.90 0.000 220.60 0.522 0.216 0.296 0.511
31.93 0.000 220.60 0.520 0.216 0.293 0.509
31.97 0.000 220.60 0.518 0.216 0.291 0.507
32.00 0.000 220.60 0.516 0.216 0.289 0.504
32.03 0.000 220.59 0.513 0.216 0.286 0.502
32.07 0.000 220.59 0.511 0.216 0.284 0.499
32.10 0.000 220.59 0.509 0.216 0.282 0.497
32.13 0.000 220.59 0.507 0.216 0.279 0.495
32.17 0.000 220.59 0.504 0.215 0.277 0.492
32.20 0.000 220.59 0.502 0.215 0.275 0.490
32.23 0.000 220.59 0.500 0.215 0.272 0.488
32.27 0.000 220.59 0.498 0.215 0.270 0.485
32.30 0.000 220.59 0.495 0.215 0.268 0.483
32.33 0.000 220.58 0.493 0.215 0.266 0.481
32.37 0.000 220.58 0.491 0.215 0.263 0.479
32.40 0.000 220.58 0.489 0.215 0.261 0.476
32.43 0.000 220.58 0.487 0.215 0.259 0.474
32.47 0.000 220.58 0.485 0.215 0.257 0.472
32.50 0.000 220.58 0.483 0.215 0.254 0.470
32.53 0.000 220.58 0.480 0.215 0.253 0.468
32.57 0.000 220.58 0.478 0.215 0.251 0.466
32.60 0.000 220.58 0.476 0.215 0.249 0.464
32.63 0.000 220.58 0.474 0.215 0.247 0.462
Continues on next page...

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Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
32.67 0.000 220.58 0.472 0.215 0.245 0.460
32.70 0.000 220.57 0.470 0.215 0.243 0.458
32.73 0.000 220.57 0.468 0.215 0.242 0.457
32.77 0.000 220.57 0.466 0.215 0.240 0.455
32.80 0.000 220.57 0.464 0.215 0.238 0.453
32.83 0.000 220.57 0.462 0.215 0.236 0.451
32.87 0.000 220.57 0.460 0.215 0.234 0.449
32.90 0.000 220.57 0.458 0.215 0.233 0.448
32.93 0.000 220.57 0.456 0.215 0.231 0.446
32.97 0.000 220.57 0.454 0.215 0.229 0.444
33.00 0.000 220.57 0.452 0.215 0.227 0.442
33.03 0.000 220.57 0.450 0.215 0.226 0.440
33.07 0.000 220.56 0.448 0.215 0.224 0.439
33.10 0.000 220.56 0.446 0.215 0.222 0.437
33.13 0.000 220.56 0.444 0.215 0.220 0.435
33.17 0.000 220.56 0.442 0.215 0.219 0.433
33.20 0.000 220.56 0.440 0.215 0.217 0.432
33.23 0.000 220.56 0.439 0.215 0.215 0.430
33.27 0.000 220.56 0.437 0.215 0.214 0.428
33.30 0.000 220.56 0.435 0.215 0.212 0.427
33.33 0.000 220.56 0.433 0.215 0.210 0.425
33.37 0.000 220.56 0.431 0.215 0.208 0.423
33.40 0.000 220.56 0.429 0.215 0.207 0.421
33.43 0.000 220.55 0.427 0.215 0.205 0.420
33.47 0.000 220.55 0.425 0.215 0.203 0.418
33.50 0.000 220.55 0.424 0.215 0.202 0.416
33.53 0.000 220.55 0.422 0.215 0.200 0.415
33.57 0.000 220.55 0.420 0.215 0.199 0.413
Continues on next page...

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Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
33.60 0.000 220.55 0.418 0.215 0.197 0.411
33.63 0.000 220.55 0.416 0.215 0.195 0.410
33.67 0.000 220.55 0.414 0.215 0.194 0.408
33.70 0.000 220.55 0.413 0.215 0.192 0.407
33.73 0.000 220.55 0.411 0.215 0.190 0.405
33.77 0.000 220.55 0.409 0.215 0.189 0.403
33.80 0.000 220.55 0.407 0.214 0.187 0.402
33.83 0.000 220.54 0.405 0.214 0.186 0.400
33.87 0.000 220.54 0.404 0.214 0.184 0.398
33.90 0.000 220.54 0.402 0.214 0.182 0.397
33.93 0.000 220.54 0.400 0.214 0.181 0.395
33.97 0.000 220.54 0.398 0.214 0.179 0.394
34.00 0.000 220.54 0.397 0.214 0.178 0.392
34.03 0.000 220.54 0.395 0.214 0.176 0.391
34.07 0.000 220.54 0.393 0.214 0.175 0.389
34.10 0.000 220.54 0.391 0.214 0.173 0.387
34.13 0.000 220.54 0.390 0.214 0.172 0.386
34.17 0.000 220.54 0.388 0.214 0.170 0.384
34.20 0.000 220.54 0.386 0.214 0.169 0.383
34.23 0.000 220.53 0.385 0.214 0.167 0.381
34.27 0.000 220.53 0.383 0.214 0.166 0.380
34.30 0.000 220.53 0.381 0.214 0.164 0.378
34.33 0.000 220.53 0.379 0.214 0.163 0.377
34.37 0.000 220.53 0.378 0.214 0.161 0.375
34.40 0.000 220.53 0.376 0.214 0.160 0.374
34.43 0.000 220.53 0.374 0.214 0.158 0.372
34.47 0.000 220.53 0.373 0.214 0.157 0.371
34.50 0.000 220.53 0.371 0.214 0.155 0.369
Continues on next page...

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Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
34.53 0.000 220.53 0.370 0.214 0.154 0.368
34.57 0.000 220.53 0.368 0.214 0.152 0.366
34.60 0.000 220.53 0.366 0.214 0.151 0.365
34.63 0.000 220.53 0.365 0.214 0.149 0.363
34.67 0.000 220.52 0.363 0.214 0.148 0.362
34.70 0.000 220.52 0.361 0.214 0.146 0.361
34.73 0.000 220.52 0.360 0.214 0.145 0.359
34.77 0.000 220.52 0.358 0.214 0.144 0.358
34.80 0.000 220.52 0.357 0.214 0.142 0.356
34.83 0.000 220.52 0.355 0.214 0.141 0.355
34.87 0.000 220.52 0.354 0.214 0.139 0.353
34.90 0.000 220.52 0.352 0.214 0.138 0.352
34.93 0.000 220.52 0.351 0.214 0.137 0.351
34.97 0.000 220.52 0.350 0.214 0.136 0.350
35.00 0.000 220.52 0.349 0.214 0.135 0.349
35.03 0.000 220.52 0.348 0.214 0.134 0.348
35.07 0.000 220.52 0.347 0.214 0.133 0.347
35.10 0.000 220.52 0.346 0.214 0.132 0.346
35.13 0.000 220.51 0.344 0.214 0.131 0.344
35.17 0.000 220.51 0.343 0.214 0.130 0.343
35.20 0.000 220.51 0.342 0.214 0.129 0.342
35.23 0.000 220.51 0.341 0.214 0.128 0.341
35.27 0.000 220.51 0.340 0.214 0.126 0.340
35.30 0.000 220.51 0.339 0.214 0.125 0.339
35.33 0.000 220.51 0.338 0.214 0.124 0.338
35.37 0.000 220.51 0.337 0.214 0.123 0.337
35.40 0.000 220.51 0.336 0.214 0.122 0.336
35.43 0.000 220.51 0.335 0.214 0.121 0.335
Continues on next page...

27
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
35.47 0.000 220.51 0.334 0.214 0.120 0.334
35.50 0.000 220.51 0.333 0.214 0.119 0.333
35.53 0.000 220.51 0.332 0.214 0.118 0.332
35.57 0.000 220.51 0.331 0.213 0.117 0.331
35.60 0.000 220.51 0.330 0.213 0.116 0.330
35.63 0.000 220.50 0.329 0.213 0.115 0.329
35.67 0.000 220.50 0.328 0.213 0.114 0.328
35.70 0.000 220.50 0.327 0.213 0.113 0.327
35.73 0.000 220.50 0.326 0.213 0.112 0.326
35.77 0.000 220.50 0.325 0.213 0.111 0.325
35.80 0.000 220.50 0.324 0.213 0.110 0.324
35.83 0.000 220.50 0.323 0.213 0.109 0.323
35.87 0.000 220.50 0.322 0.213 0.108 0.322
35.90 0.000 220.50 0.321 0.213 0.107 0.321
35.93 0.000 220.50 0.320 0.213 0.106 0.320
35.97 0.000 220.50 0.319 0.213 0.105 0.319
36.00 0.000 220.50 0.318 0.213 0.104 0.318
36.03 0.000 220.50 0.317 0.213 0.103 0.317
36.07 0.000 220.50 0.316 0.213 0.102 0.316
36.10 0.000 220.50 0.315 0.213 0.101 0.315
36.13 0.000 220.49 0.314 0.213 0.100 0.314
36.17 0.000 220.49 0.313 0.213 0.100 0.313
36.20 0.000 220.49 0.312 0.213 0.099 0.312
36.23 0.000 220.49 0.311 0.213 0.098 0.311
36.27 0.000 220.49 0.310 0.213 0.097 0.310
36.30 0.000 220.49 0.309 0.213 0.096 0.309
36.33 0.000 220.49 0.308 0.213 0.095 0.308
36.37 0.000 220.49 0.307 0.213 0.094 0.307
Continues on next page...

28
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
36.40 0.000 220.49 0.306 0.213 0.093 0.306
36.43 0.000 220.49 0.305 0.213 0.092 0.305
36.47 0.000 220.49 0.304 0.213 0.091 0.304
36.50 0.000 220.49 0.303 0.213 0.090 0.303
36.53 0.000 220.49 0.302 0.213 0.089 0.302
36.57 0.000 220.49 0.301 0.213 0.088 0.301
36.60 0.000 220.49 0.300 0.213 0.087 0.300
36.63 0.000 220.49 0.299 0.213 0.086 0.299
36.67 0.000 220.48 0.298 0.213 0.086 0.298
36.70 0.000 220.48 0.297 0.213 0.085 0.297
36.73 0.000 220.48 0.297 0.213 0.084 0.297
36.77 0.000 220.48 0.296 0.213 0.083 0.296
36.80 0.000 220.48 0.295 0.213 0.082 0.295
36.83 0.000 220.48 0.294 0.213 0.081 0.294
36.87 0.000 220.48 0.293 0.213 0.080 0.293
36.90 0.000 220.48 0.292 0.213 0.079 0.292
36.93 0.000 220.48 0.291 0.213 0.078 0.291
36.97 0.000 220.48 0.290 0.213 0.077 0.290
37.00 0.000 220.48 0.289 0.213 0.077 0.289
37.03 0.000 220.48 0.288 0.213 0.076 0.288
37.07 0.000 220.48 0.287 0.213 0.075 0.287
37.10 0.000 220.48 0.287 0.213 0.074 0.287
37.13 0.000 220.48 0.286 0.213 0.073 0.286
37.17 0.000 220.48 0.285 0.213 0.072 0.285
37.20 0.000 220.47 0.284 0.213 0.071 0.284
37.23 0.000 220.47 0.283 0.213 0.070 0.283
37.27 0.000 220.47 0.282 0.213 0.070 0.282
37.30 0.000 220.47 0.281 0.213 0.069 0.281
Continues on next page...

29
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
37.33 0.000 220.47 0.280 0.212 0.068 0.280
37.37 0.000 220.47 0.279 0.212 0.067 0.279
37.40 0.000 220.47 0.279 0.212 0.066 0.279
37.43 0.000 220.47 0.278 0.212 0.065 0.278
37.47 0.000 220.47 0.277 0.212 0.064 0.277
37.50 0.000 220.47 0.276 0.212 0.064 0.276
37.53 0.000 220.47 0.275 0.212 0.063 0.275
37.57 0.000 220.47 0.274 0.212 0.062 0.274
37.60 0.000 220.47 0.273 0.212 0.061 0.273
37.63 0.000 220.47 0.273 0.212 0.060 0.273
37.67 0.000 220.47 0.272 0.212 0.059 0.272
37.70 0.000 220.47 0.271 0.212 0.059 0.271
37.73 0.000 220.47 0.270 0.212 0.058 0.270
37.77 0.000 220.47 0.269 0.212 0.057 0.269
37.80 0.000 220.46 0.268 0.212 0.056 0.268
37.83 0.000 220.46 0.268 0.212 0.055 0.267
37.87 0.000 220.46 0.267 0.212 0.054 0.267
37.90 0.000 220.46 0.266 0.212 0.054 0.266
37.93 0.000 220.46 0.265 0.212 0.053 0.265
37.97 0.000 220.46 0.264 0.212 0.052 0.264
38.00 0.000 220.46 0.263 0.212 0.051 0.263
38.03 0.000 220.46 0.263 0.212 0.050 0.263
38.07 0.000 220.46 0.262 0.212 0.050 0.262
38.10 0.000 220.46 0.261 0.212 0.049 0.261
38.13 0.000 220.46 0.261 0.212 0.048 0.261
38.17 0.000 220.46 0.260 0.212 0.048 0.260
38.20 0.000 220.46 0.260 0.212 0.048 0.260
38.23 0.000 220.46 0.259 0.212 0.047 0.259
Continues on next page...

30
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
38.27 0.000 220.46 0.259 0.212 0.047 0.259
38.30 0.000 220.46 0.258 0.212 0.046 0.258
38.33 0.000 220.46 0.258 0.212 0.046 0.258
38.37 0.000 220.46 0.258 0.212 0.045 0.257
38.40 0.000 220.46 0.257 0.212 0.045 0.257
38.43 0.000 220.45 0.257 0.212 0.045 0.256
38.47 0.000 220.45 0.256 0.212 0.044 0.256
38.50 0.000 220.45 0.256 0.212 0.044 0.255
38.53 0.000 220.45 0.255 0.212 0.043 0.255
38.57 0.000 220.45 0.255 0.212 0.043 0.255
38.60 0.000 220.45 0.254 0.212 0.042 0.254
38.63 0.000 220.45 0.254 0.212 0.042 0.254
38.67 0.000 220.45 0.254 0.212 0.042 0.253
38.70 0.000 220.45 0.253 0.212 0.041 0.253
38.73 0.000 220.45 0.253 0.212 0.041 0.252
38.77 0.000 220.45 0.252 0.212 0.040 0.252
38.80 0.000 220.45 0.252 0.212 0.040 0.251
38.83 0.000 220.45 0.252 0.212 0.039 0.251
38.87 0.000 220.45 0.251 0.212 0.039 0.251
38.90 0.000 220.45 0.251 0.212 0.039 0.250
38.93 0.000 220.45 0.250 0.211 0.038 0.250
38.97 0.000 220.45 0.250 0.211 0.038 0.249
39.00 0.000 220.45 0.249 0.211 0.037 0.249
39.03 0.000 220.45 0.249 0.211 0.037 0.248
39.07 0.000 220.44 0.249 0.211 0.037 0.248
39.10 0.000 220.44 0.248 0.211 0.036 0.247
39.13 0.000 220.44 0.248 0.211 0.036 0.247
39.17 0.000 220.44 0.247 0.211 0.035 0.247
Continues on next page...

31
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
39.20 0.000 220.44 0.247 0.211 0.035 0.246
39.23 0.000 220.44 0.246 0.211 0.034 0.246
39.27 0.000 220.44 0.246 0.211 0.034 0.245
39.30 0.000 220.44 0.246 0.211 0.034 0.245
39.33 0.000 220.44 0.245 0.211 0.033 0.244
39.37 0.000 220.44 0.245 0.211 0.033 0.244
39.40 0.000 220.44 0.244 0.211 0.032 0.244
39.43 0.000 220.44 0.244 0.211 0.032 0.243
39.47 0.000 220.44 0.244 0.211 0.032 0.243
39.50 0.000 220.44 0.243 0.211 0.031 0.242
39.53 0.000 220.44 0.243 0.211 0.031 0.242
39.57 0.000 220.44 0.242 0.211 0.030 0.241
39.60 0.000 220.44 0.242 0.211 0.030 0.241
39.63 0.000 220.44 0.242 0.211 0.030 0.241
39.67 0.000 220.44 0.241 0.211 0.029 0.240
39.70 0.000 220.44 0.241 0.211 0.029 0.240
39.73 0.000 220.43 0.240 0.211 0.028 0.239
39.77 0.000 220.43 0.240 0.211 0.028 0.239
39.80 0.000 220.43 0.240 0.211 0.028 0.238
39.83 0.000 220.43 0.239 0.211 0.027 0.238
39.87 0.000 220.43 0.239 0.211 0.027 0.238
39.90 0.000 220.43 0.238 0.211 0.026 0.237
39.93 0.000 220.43 0.238 0.211 0.026 0.237
39.97 0.000 220.43 0.238 0.211 0.026 0.236
40.00 0.000 220.43 0.237 0.211 0.025 0.236
40.03 0.000 220.43 0.237 0.211 0.025 0.236
40.07 0.000 220.43 0.236 0.211 0.024 0.235
40.10 0.000 220.43 0.236 0.211 0.024 0.235
Continues on next page...

32
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
40.13 0.000 220.43 0.236 0.211 0.024 0.234
40.17 0.000 220.43 0.235 0.211 0.023 0.234
40.20 0.000 220.43 0.235 0.211 0.023 0.233
40.23 0.000 220.43 0.234 0.211 0.022 0.233
40.27 0.000 220.43 0.234 0.211 0.022 0.233
40.30 0.000 220.43 0.234 0.211 0.022 0.232
40.33 0.000 220.43 0.233 0.211 0.021 0.232
40.37 0.000 220.43 0.233 0.211 0.021 0.231
40.40 0.000 220.43 0.232 0.210 0.021 0.231
40.43 0.000 220.42 0.232 0.210 0.020 0.231
40.47 0.000 220.42 0.232 0.210 0.020 0.230
40.50 0.000 220.42 0.231 0.210 0.019 0.230
40.53 0.000 220.42 0.231 0.210 0.019 0.229
40.57 0.000 220.42 0.230 0.210 0.019 0.229
40.60 0.000 220.42 0.230 0.210 0.018 0.229
40.63 0.000 220.42 0.230 0.210 0.018 0.228
40.67 0.000 220.42 0.229 0.210 0.017 0.228
40.70 0.000 220.42 0.229 0.210 0.017 0.227
40.73 0.000 220.42 0.229 0.210 0.017 0.227
40.77 0.000 220.42 0.228 0.210 0.016 0.227
40.80 0.000 220.42 0.228 0.210 0.016 0.226
40.83 0.000 220.42 0.227 0.210 0.016 0.226
40.87 0.000 220.42 0.227 0.210 0.015 0.225
40.90 0.000 220.42 0.227 0.210 0.015 0.225
40.93 0.000 220.42 0.226 0.210 0.014 0.225
40.97 0.000 220.42 0.226 0.210 0.014 0.224
41.00 0.000 220.42 0.226 0.210 0.014 0.224
41.03 0.000 220.42 0.225 0.210 0.013 0.223
Continues on next page...

33
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
41.07 0.000 220.42 0.225 0.210 0.013 0.223
41.10 0.000 220.42 0.224 0.210 0.013 0.223
41.13 0.000 220.41 0.224 0.210 0.012 0.222
41.17 0.000 220.41 0.224 0.210 0.012 0.222
41.20 0.000 220.41 0.223 0.210 0.011 0.221
41.23 0.000 220.41 0.223 0.210 0.011 0.221
41.27 0.000 220.41 0.223 0.210 0.011 0.221
41.30 0.000 220.41 0.222 0.210 0.010 0.220
41.33 0.000 220.41 0.222 0.210 0.010 0.220
41.37 0.000 220.41 0.221 0.210 0.010 0.219
41.40 0.000 220.41 0.221 0.210 0.009 0.219
41.43 0.000 220.41 0.221 0.210 0.009 0.219
41.47 0.000 220.41 0.220 0.210 0.008 0.218
41.50 0.000 220.41 0.220 0.210 0.008 0.218
41.53 0.000 220.41 0.220 0.210 0.008 0.217
41.57 0.000 220.41 0.219 0.210 0.007 0.217
41.60 0.000 220.41 0.219 0.210 0.007 0.217
41.63 0.000 220.41 0.218 0.210 0.007 0.216
41.67 0.000 220.41 0.218 0.210 0.006 0.216
41.70 0.000 220.41 0.218 0.210 0.006 0.216
41.73 0.000 220.41 0.217 0.210 0.006 0.215
41.77 0.000 220.41 0.217 0.210 0.005 0.215
41.80 0.000 220.41 0.217 0.210 0.005 0.214
41.83 0.000 220.41 0.216 0.210 0.004 0.214
41.87 0.000 220.41 0.216 0.210 0.004 0.214
41.90 0.000 220.40 0.216 0.210 0.004 0.213
41.93 0.000 220.40 0.215 0.210 0.003 0.213
41.97 0.000 220.40 0.215 0.209 0.003 0.213
Continues on next page...

34
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
42.00 0.000 220.40 0.214 0.209 0.003 0.212
42.03 0.000 220.40 0.214 0.209 0.002 0.212
42.07 0.000 220.40 0.214 0.209 0.002 0.211
42.10 0.000 220.40 0.213 0.209 0.002 0.211
42.13 0.000 220.40 0.213 0.209 0.001 0.211
42.17 0.000 220.40 0.213 0.209 0.001 0.210
42.20 0.000 220.40 0.212 0.209 0.001 0.210
42.23 0.000 220.40 0.212 0.209 0.000 0.210
42.27 0.000 220.40 0.212 0.209 0.209
42.30 0.000 220.40 0.212 0.209 0.209
42.33 0.000 220.40 0.212 0.209 0.209
42.37 0.000 220.40 0.212 0.209 0.209
42.40 0.000 220.40 0.212 0.209 0.209
42.43 0.000 220.40 0.212 0.209 0.209
42.47 0.000 220.40 0.212 0.209 0.209
42.50 0.000 220.40 0.212 0.209 0.209
42.53 0.000 220.40 0.212 0.209 0.209
42.57 0.000 220.40 0.212 0.209 0.209
42.60 0.000 220.40 0.212 0.209 0.209
42.63 0.000 220.40 0.212 0.209 0.209
42.67 0.000 220.39 0.212 0.209 0.209
42.70 0.000 220.39 0.212 0.209 0.209
42.73 0.000 220.39 0.212 0.209 0.209
42.77 0.000 220.39 0.212 0.209 0.209
42.80 0.000 220.39 0.212 0.209 0.209
42.83 0.000 220.39 0.212 0.209 0.209
42.87 0.000 220.39 0.212 0.209 0.209
42.90 0.000 220.39 0.212 0.209 0.209
Continues on next page...

35
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
42.93 0.000 220.39 0.212 0.209 0.209
42.97 0.000 220.39 0.212 0.208 0.208
43.00 0.000 220.39 0.212 0.208 0.208
43.03 0.000 220.39 0.212 0.208 0.208
43.07 0.000 220.39 0.212 0.208 0.208
43.10 0.000 220.39 0.212 0.208 0.208
43.13 0.000 220.39 0.212 0.208 0.208
43.17 0.000 220.39 0.212 0.208 0.208
43.20 0.000 220.39 0.212 0.208 0.208
43.23 0.000 220.39 0.212 0.208 0.208
43.27 0.000 220.39 0.212 0.208 0.208
43.30 0.000 220.39 0.212 0.208 0.208
43.33 0.000 220.39 0.212 0.208 0.208
43.37 0.000 220.39 0.212 0.208 0.208
43.40 0.000 220.38 0.212 0.208 0.208
43.43 0.000 220.38 0.212 0.208 0.208
43.47 0.000 220.38 0.212 0.208 0.208
43.50 0.000 220.38 0.212 0.208 0.208
43.53 0.000 220.38 0.212 0.208 0.208
43.57 0.000 220.38 0.212 0.208 0.208
43.60 0.000 220.38 0.212 0.208 0.208
43.63 0.000 220.38 0.212 0.208 0.208
43.67 0.000 220.38 0.212 0.208 0.208
43.70 0.000 220.38 0.212 0.208 0.208
43.73 0.000 220.38 0.212 0.208 0.208
43.77 0.000 220.38 0.212 0.208 0.208
43.80 0.000 220.38 0.212 0.208 0.208
43.83 0.000 220.38 0.212 0.207 0.207
Continues on next page...

36
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
43.87 0.000 220.38 0.212 0.207 0.207
43.90 0.000 220.38 0.212 0.207 0.207
43.93 0.000 220.38 0.212 0.207 0.207
43.97 0.000 220.38 0.212 0.207 0.207
44.00 0.000 220.38 0.212 0.207 0.207
44.03 0.000 220.38 0.212 0.207 0.207
44.07 0.000 220.38 0.212 0.207 0.207
44.10 0.000 220.38 0.212 0.207 0.207
44.13 0.000 220.38 0.212 0.207 0.207
44.17 0.000 220.37 0.212 0.207 0.207
44.20 0.000 220.37 0.212 0.207 0.207
44.23 0.000 220.37 0.212 0.207 0.207
44.27 0.000 220.37 0.212 0.207 0.207
44.30 0.000 220.37 0.212 0.207 0.207
44.33 0.000 220.37 0.212 0.207 0.207
44.37 0.000 220.37 0.212 0.207 0.207
44.40 0.000 220.37 0.212 0.207 0.207
44.43 0.000 220.37 0.212 0.207 0.207
44.47 0.000 220.37 0.212 0.207 0.207
44.50 0.000 220.37 0.212 0.207 0.207
44.53 0.000 220.37 0.212 0.207 0.207
44.57 0.000 220.37 0.212 0.207 0.207
44.60 0.000 220.37 0.212 0.207 0.207
44.63 0.000 220.37 0.212 0.207 0.207
44.67 0.000 220.37 0.212 0.207 0.207
44.70 0.000 220.37 0.212 0.206 0.206
44.73 0.000 220.37 0.212 0.206 0.206
44.77 0.000 220.37 0.212 0.206 0.206
Continues on next page...

37
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
44.80 0.000 220.37 0.212 0.206 0.206
44.83 0.000 220.37 0.212 0.206 0.206
44.87 0.000 220.37 0.212 0.206 0.206
44.90 0.000 220.37 0.212 0.206 0.206
44.93 0.000 220.36 0.212 0.206 0.206
44.97 0.000 220.36 0.212 0.206 0.206
45.00 0.000 220.36 0.212 0.206 0.206
45.03 0.000 220.36 0.212 0.206 0.206
45.07 0.000 220.36 0.212 0.206 0.206
45.10 0.000 220.36 0.212 0.206 0.206
45.13 0.000 220.36 0.212 0.206 0.206
45.17 0.000 220.36 0.212 0.206 0.206
45.20 0.000 220.36 0.212 0.206 0.206
45.23 0.000 220.36 0.212 0.206 0.206
45.27 0.000 220.36 0.212 0.206 0.206
45.30 0.000 220.36 0.212 0.206 0.206
45.33 0.000 220.36 0.212 0.206 0.206
45.37 0.000 220.36 0.212 0.206 0.206
45.40 0.000 220.36 0.212 0.206 0.206
45.43 0.000 220.36 0.212 0.206 0.206
45.47 0.000 220.36 0.212 0.206 0.206
45.50 0.000 220.36 0.212 0.206 0.206
45.53 0.000 220.36 0.212 0.206 0.206
45.57 0.000 220.36 0.212 0.205 0.205
45.60 0.000 220.36 0.212 0.205 0.205
45.63 0.000 220.36 0.212 0.205 0.205
45.67 0.000 220.36 0.212 0.205 0.205
45.70 0.000 220.35 0.212 0.205 0.205
Continues on next page...

38
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
45.73 0.000 220.35 0.212 0.205 0.205
45.77 0.000 220.35 0.212 0.205 0.205
45.80 0.000 220.35 0.212 0.205 0.205
45.83 0.000 220.35 0.212 0.205 0.205
45.87 0.000 220.35 0.212 0.205 0.205
45.90 0.000 220.35 0.212 0.205 0.205
45.93 0.000 220.35 0.212 0.205 0.205
45.97 0.000 220.35 0.212 0.205 0.205
46.00 0.000 220.35 0.212 0.205 0.205
46.03 0.000 220.35 0.212 0.205 0.205
46.07 0.000 220.35 0.212 0.205 0.205
46.10 0.000 220.35 0.212 0.205 0.205
46.13 0.000 220.35 0.212 0.205 0.205
46.17 0.000 220.35 0.212 0.205 0.205
46.20 0.000 220.35 0.212 0.205 0.205
46.23 0.000 220.35 0.212 0.205 0.205
46.27 0.000 220.35 0.212 0.205 0.205
46.30 0.000 220.35 0.212 0.205 0.205
46.33 0.000 220.35 0.212 0.205 0.205
46.37 0.000 220.35 0.212 0.205 0.205
46.40 0.000 220.35 0.212 0.205 0.205
46.43 0.000 220.35 0.212 0.204 0.204
46.47 0.000 220.34 0.212 0.204 0.204
46.50 0.000 220.34 0.212 0.204 0.204
46.53 0.000 220.34 0.212 0.204 0.204
46.57 0.000 220.34 0.212 0.204 0.204
46.60 0.000 220.34 0.212 0.204 0.204
46.63 0.000 220.34 0.212 0.204 0.204
Continues on next page...

39
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
46.67 0.000 220.34 0.212 0.204 0.204
46.70 0.000 220.34 0.212 0.204 0.204
46.73 0.000 220.34 0.212 0.204 0.204
46.77 0.000 220.34 0.212 0.204 0.204
46.80 0.000 220.34 0.212 0.204 0.204
46.83 0.000 220.34 0.212 0.204 0.204
46.87 0.000 220.34 0.212 0.204 0.204
46.90 0.000 220.34 0.212 0.204 0.204
46.93 0.000 220.34 0.212 0.204 0.204
46.97 0.000 220.34 0.212 0.204 0.204
47.00 0.000 220.34 0.212 0.204 0.204
47.03 0.000 220.34 0.212 0.204 0.204
47.07 0.000 220.34 0.212 0.204 0.204
47.10 0.000 220.34 0.212 0.204 0.204
47.13 0.000 220.34 0.212 0.204 0.204
47.17 0.000 220.34 0.212 0.204 0.204
47.20 0.000 220.34 0.212 0.204 0.204
47.23 0.000 220.34 0.212 0.204 0.204
47.27 0.000 220.33 0.212 0.203 0.203
47.30 0.000 220.33 0.212 0.203 0.203
47.33 0.000 220.33 0.212 0.203 0.203
47.37 0.000 220.33 0.212 0.203 0.203
47.40 0.000 220.33 0.212 0.203 0.203
47.43 0.000 220.33 0.212 0.203 0.203
47.47 0.000 220.33 0.212 0.203 0.203
47.50 0.000 220.33 0.212 0.203 0.203
47.53 0.000 220.33 0.212 0.203 0.203
47.57 0.000 220.33 0.212 0.203 0.203
Continues on next page...

40
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
47.60 0.000 220.33 0.212 0.203 0.203
47.63 0.000 220.33 0.212 0.203 0.203
47.67 0.000 220.33 0.212 0.203 0.203
47.70 0.000 220.33 0.212 0.203 0.203
47.73 0.000 220.33 0.212 0.203 0.203
47.77 0.000 220.33 0.212 0.203 0.203
47.80 0.000 220.33 0.212 0.203 0.203
47.83 0.000 220.33 0.212 0.203 0.203
47.87 0.000 220.33 0.212 0.203 0.203
47.90 0.000 220.33 0.212 0.203 0.203
47.93 0.000 220.33 0.212 0.203 0.203
47.97 0.000 220.33 0.212 0.203 0.203
48.00 0.000 220.33 0.212 0.203 0.203
48.03 0.000 220.32 0.212 0.203 0.203
48.07 0.000 220.32 0.212 0.203 0.203
48.10 0.000 220.32 0.212 0.203 0.203
48.13 0.000 220.32 0.212 0.203 0.203
48.17 0.000 220.32 0.212 0.202 0.202
48.20 0.000 220.32 0.212 0.202 0.202
48.23 0.000 220.32 0.212 0.202 0.202
48.27 0.000 220.32 0.212 0.202 0.202
48.30 0.000 220.32 0.212 0.202 0.202
48.33 0.000 220.32 0.212 0.202 0.202
48.37 0.000 220.32 0.212 0.202 0.202
48.40 0.000 220.32 0.212 0.202 0.202
48.43 0.000 220.32 0.212 0.202 0.202
48.47 0.000 220.32 0.212 0.202 0.202
48.50 0.000 220.32 0.211 0.202 0.202
Continues on next page...

41
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
48.53 0.000 220.32 0.211 0.202 0.202
48.57 0.000 220.32 0.211 0.202 0.202
48.60 0.000 220.32 0.211 0.202 0.202
48.63 0.000 220.32 0.211 0.202 0.202
48.67 0.000 220.32 0.211 0.202 0.202
48.70 0.000 220.32 0.211 0.202 0.202
48.73 0.000 220.32 0.210 0.202 0.202
48.77 0.000 220.32 0.210 0.202 0.202
48.80 0.000 220.32 0.210 0.202 0.202
48.83 0.000 220.31 0.210 0.202 0.202
48.87 0.000 220.31 0.210 0.202 0.202
48.90 0.000 220.31 0.210 0.202 0.202
48.93 0.000 220.31 0.210 0.202 0.202
48.97 0.000 220.31 0.210 0.202 0.202
49.00 0.000 220.31 0.209 0.202 0.202
49.03 0.000 220.31 0.209 0.202 0.202
49.07 0.000 220.31 0.209 0.202 0.202
49.10 0.000 220.31 0.209 0.201 0.201
49.13 0.000 220.31 0.209 0.201 0.201
49.17 0.000 220.31 0.209 0.201 0.201
49.20 0.000 220.31 0.209 0.201 0.201
49.23 0.000 220.31 0.208 0.201 0.201
49.27 0.000 220.31 0.208 0.201 0.201
49.30 0.000 220.31 0.208 0.201 0.201
49.33 0.000 220.31 0.208 0.201 0.201
49.37 0.000 220.31 0.208 0.201 0.201
49.40 0.000 220.31 0.208 0.201 0.201
49.43 0.000 220.31 0.208 0.201 0.201
Continues on next page...

42
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
49.47 0.000 220.31 0.208 0.201 0.201
49.50 0.000 220.31 0.207 0.201 0.201
49.53 0.000 220.31 0.207 0.201 0.201
49.57 0.000 220.31 0.207 0.201 0.201
49.60 0.000 220.30 0.207 0.201 0.201
49.63 0.000 220.30 0.207 0.201 0.201
49.67 0.000 220.30 0.207 0.201 0.201
49.70 0.000 220.30 0.207 0.201 0.201
49.73 0.000 220.30 0.206 0.201 0.201
49.77 0.000 220.30 0.206 0.201 0.201
49.80 0.000 220.30 0.206 0.201 0.201
49.83 0.000 220.30 0.206 0.201 0.201
49.87 0.000 220.30 0.206 0.201 0.201
49.90 0.000 220.30 0.206 0.201 0.201
49.93 0.000 220.30 0.206 0.201 0.201
49.97 0.000 220.30 0.205 0.201 0.201
50.00 0.000 220.30 0.205 0.201 0.201
50.03 0.000 220.30 0.205 0.201 0.201
50.07 0.000 220.30 0.205 0.200 0.200
50.10 0.000 220.30 0.205 0.200 0.200
50.13 0.000 220.30 0.205 0.200 0.200
50.17 0.000 220.30 0.205 0.200 0.200
50.20 0.000 220.30 0.205 0.200 0.200
50.23 0.000 220.30 0.204 0.200 0.200
50.27 0.000 220.30 0.204 0.200 0.200
50.30 0.000 220.30 0.204 0.200 0.200
50.33 0.000 220.30 0.204 0.200 0.200
50.37 0.000 220.30 0.204 0.200 0.200
Continues on next page...

43
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
50.40 0.000 220.29 0.204 0.200 0.200
50.43 0.000 220.29 0.204 0.200 0.200
50.47 0.000 220.29 0.203 0.200 0.200
50.50 0.000 220.29 0.203 0.200 0.200
50.53 0.000 220.29 0.203 0.200 0.200
50.57 0.000 220.29 0.203 0.200 0.200
50.60 0.000 220.29 0.203 0.200 0.200
50.63 0.000 220.29 0.203 0.200 0.200
50.67 0.000 220.29 0.203 0.200 0.200
50.70 0.000 220.29 0.203 0.200 0.200
50.73 0.000 220.29 0.202 0.200 0.200
50.77 0.000 220.29 0.202 0.200 0.200
50.80 0.000 220.29 0.202 0.200 0.200
50.83 0.000 220.29 0.202 0.200 0.200
50.87 0.000 220.29 0.202 0.200 0.200
50.90 0.000 220.29 0.202 0.200 0.200
50.93 0.000 220.29 0.202 0.200 0.200
50.97 0.000 220.29 0.201 0.200 0.200
51.00 0.000 220.29 0.201 0.200 0.200
51.03 0.000 220.29 0.201 0.200 0.200
51.07 0.000 220.29 0.201 0.199 0.199
51.10 0.000 220.29 0.201 0.199 0.199
51.13 0.000 220.29 0.201 0.199 0.199
51.17 0.000 220.29 0.201 0.199 0.199
51.20 0.000 220.28 0.201 0.199 0.199
51.23 0.000 220.28 0.200 0.199 0.199
51.27 0.000 220.28 0.200 0.199 0.199
51.30 0.000 220.28 0.200 0.199 0.199
Continues on next page...

44
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
51.33 0.000 220.28 0.200 0.199 0.199
51.37 0.000 220.28 0.200 0.199 0.199
51.40 0.000 220.28 0.200 0.199 0.199
51.43 0.000 220.28 0.200 0.199 0.199
51.47 0.000 220.28 0.199 0.199 0.199
51.50 0.000 220.28 0.199 0.199 0.199
51.53 0.000 220.28 0.199 0.199 0.199
51.57 0.000 220.28 0.199 0.199 0.199
51.60 0.000 220.28 0.199 0.199 0.199
51.63 0.000 220.28 0.199 0.199 0.199
51.67 0.000 220.28 0.199 0.199 0.199
51.70 0.000 220.28 0.199 0.199 0.199
51.73 0.000 220.28 0.199 0.199 0.199
51.77 0.000 220.28 0.199 0.199 0.199
51.80 0.000 220.28 0.199 0.199 0.199
51.83 0.000 220.28 0.199 0.199 0.199
51.87 0.000 220.28 0.199 0.199 0.199
51.90 0.000 220.28 0.199 0.199 0.199
51.93 0.000 220.28 0.199 0.199 0.199
51.97 0.000 220.28 0.199 0.199 0.199
52.00 0.000 220.27 0.199 0.198 0.198
52.03 0.000 220.27 0.199 0.198 0.198
52.07 0.000 220.27 0.199 0.198 0.198
52.10 0.000 220.27 0.199 0.198 0.198
52.13 0.000 220.27 0.199 0.198 0.198
52.17 0.000 220.27 0.199 0.198 0.198
52.20 0.000 220.27 0.199 0.198 0.198
52.23 0.000 220.27 0.199 0.198 0.198
Continues on next page...

45
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
52.27 0.000 220.27 0.199 0.198 0.198
52.30 0.000 220.27 0.199 0.198 0.198
52.33 0.000 220.27 0.199 0.198 0.198
52.37 0.000 220.27 0.199 0.198 0.198
52.40 0.000 220.27 0.199 0.198 0.198
52.43 0.000 220.27 0.199 0.198 0.198
52.47 0.000 220.27 0.199 0.198 0.198
52.50 0.000 220.27 0.199 0.198 0.198
52.53 0.000 220.27 0.199 0.198 0.198
52.57 0.000 220.27 0.199 0.198 0.198
52.60 0.000 220.27 0.199 0.198 0.198
52.63 0.000 220.27 0.199 0.198 0.198
52.67 0.000 220.27 0.199 0.198 0.198
52.70 0.000 220.27 0.199 0.198 0.198
52.73 0.000 220.27 0.199 0.198 0.198
52.77 0.000 220.27 0.199 0.198 0.198
52.80 0.000 220.26 0.199 0.198 0.198
52.83 0.000 220.26 0.198 0.198 0.198
52.87 0.000 220.26 0.198 0.198 0.198
52.90 0.000 220.26 0.198 0.198 0.198
52.93 0.000 220.26 0.198 0.197 0.197
52.97 0.000 220.26 0.198 0.197 0.197
53.00 0.000 220.26 0.198 0.197 0.197
53.03 0.000 220.26 0.198 0.197 0.197
53.07 0.000 220.26 0.198 0.197 0.197
53.10 0.000 220.26 0.198 0.197 0.197
53.13 0.000 220.26 0.198 0.197 0.197
53.17 0.000 220.26 0.198 0.197 0.197
Continues on next page...

46
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
53.20 0.000 220.26 0.198 0.197 0.197
53.23 0.000 220.26 0.198 0.197 0.197
53.27 0.000 220.26 0.198 0.197 0.197
53.30 0.000 220.26 0.198 0.197 0.197
53.33 0.000 220.26 0.198 0.197 0.197
53.37 0.000 220.26 0.198 0.197 0.197
53.40 0.000 220.26 0.198 0.197 0.197
53.43 0.000 220.26 0.198 0.197 0.197
53.47 0.000 220.26 0.198 0.197 0.197
53.50 0.000 220.26 0.198 0.197 0.197
53.53 0.000 220.26 0.198 0.197 0.197
53.57 0.000 220.26 0.198 0.197 0.197
53.60 0.000 220.25 0.198 0.197 0.197
53.63 0.000 220.25 0.198 0.197 0.197
53.67 0.000 220.25 0.198 0.197 0.197
53.70 0.000 220.25 0.198 0.197 0.197
53.73 0.000 220.25 0.198 0.197 0.197
53.77 0.000 220.25 0.198 0.197 0.197
53.80 0.000 220.25 0.198 0.197 0.197
53.83 0.000 220.25 0.198 0.197 0.197
53.87 0.000 220.25 0.198 0.196 0.196
53.90 0.000 220.25 0.198 0.196 0.196
53.93 0.000 220.25 0.198 0.196 0.196
53.97 0.000 220.25 0.198 0.196 0.196
54.00 0.000 220.25 0.198 0.196 0.196
54.03 0.000 220.25 0.198 0.196 0.196
54.07 0.000 220.25 0.198 0.196 0.196
54.10 0.000 220.25 0.198 0.196 0.196
Continues on next page...

47
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
54.13 0.000 220.25 0.198 0.196 0.196
54.17 0.000 220.25 0.198 0.196 0.196
54.20 0.000 220.25 0.198 0.196 0.196
54.23 0.000 220.25 0.198 0.196 0.196
54.27 0.000 220.25 0.198 0.196 0.196
54.30 0.000 220.25 0.198 0.196 0.196
54.33 0.000 220.25 0.198 0.196 0.196
54.37 0.000 220.25 0.198 0.196 0.196
54.40 0.000 220.24 0.198 0.196 0.196
54.43 0.000 220.24 0.198 0.196 0.196
54.47 0.000 220.24 0.198 0.196 0.196
54.50 0.000 220.24 0.198 0.196 0.196
54.53 0.000 220.24 0.198 0.196 0.196
54.57 0.000 220.24 0.198 0.196 0.196
54.60 0.000 220.24 0.198 0.196 0.196
54.63 0.000 220.24 0.198 0.196 0.196
54.67 0.000 220.24 0.198 0.196 0.196
54.70 0.000 220.24 0.198 0.196 0.196
54.73 0.000 220.24 0.198 0.196 0.196
54.77 0.000 220.24 0.198 0.196 0.196
54.80 0.000 220.24 0.198 0.195 0.195
54.83 0.000 220.24 0.198 0.195 0.195
54.87 0.000 220.24 0.198 0.195 0.195
54.90 0.000 220.24 0.198 0.195 0.195
54.93 0.000 220.24 0.198 0.195 0.195
54.97 0.000 220.24 0.198 0.195 0.195
55.00 0.000 220.24 0.198 0.195 0.195
55.03 0.000 220.24 0.198 0.195 0.195
Continues on next page...

48
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
55.07 0.000 220.24 0.198 0.195 0.195
55.10 0.000 220.24 0.198 0.195 0.195
55.13 0.000 220.24 0.198 0.195 0.195
55.17 0.000 220.24 0.198 0.195 0.195
55.20 0.000 220.24 0.198 0.195 0.195
55.23 0.000 220.23 0.198 0.195 0.195
55.27 0.000 220.23 0.198 0.195 0.195
55.30 0.000 220.23 0.198 0.195 0.195
55.33 0.000 220.23 0.198 0.195 0.195
55.37 0.000 220.23 0.198 0.195 0.195
55.40 0.000 220.23 0.198 0.195 0.195
55.43 0.000 220.23 0.198 0.195 0.195
55.47 0.000 220.23 0.198 0.195 0.195
55.50 0.000 220.23 0.198 0.195 0.195
55.53 0.000 220.23 0.198 0.195 0.195
55.57 0.000 220.23 0.198 0.195 0.195
55.60 0.000 220.23 0.198 0.195 0.195
55.63 0.000 220.23 0.198 0.194 0.194
55.67 0.000 220.23 0.198 0.194 0.194
55.70 0.000 220.23 0.198 0.194 0.194
55.73 0.000 220.23 0.198 0.194 0.194
55.77 0.000 220.23 0.198 0.194 0.194
55.80 0.000 220.23 0.198 0.194 0.194
55.83 0.000 220.23 0.198 0.194 0.194
55.87 0.000 220.23 0.198 0.194 0.194
55.90 0.000 220.23 0.198 0.194 0.194
55.93 0.000 220.23 0.198 0.194 0.194
55.97 0.000 220.23 0.198 0.194 0.194
Continues on next page...

49
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
56.00 0.000 220.23 0.198 0.194 0.194
56.03 0.000 220.22 0.198 0.194 0.194
56.07 0.000 220.22 0.198 0.194 0.194
56.10 0.000 220.22 0.198 0.194 0.194
56.13 0.000 220.22 0.198 0.194 0.194
56.17 0.000 220.22 0.198 0.194 0.194
56.20 0.000 220.22 0.198 0.194 0.194
56.23 0.000 220.22 0.198 0.194 0.194
56.27 0.000 220.22 0.198 0.194 0.194
56.30 0.000 220.22 0.198 0.194 0.194
56.33 0.000 220.22 0.198 0.194 0.194
56.37 0.000 220.22 0.198 0.194 0.194
56.40 0.000 220.22 0.198 0.194 0.194
56.43 0.000 220.22 0.198 0.194 0.194
56.47 0.000 220.22 0.198 0.194 0.194
56.50 0.000 220.22 0.198 0.193 0.193
56.53 0.000 220.22 0.198 0.193 0.193
56.57 0.000 220.22 0.198 0.193 0.193
56.60 0.000 220.22 0.198 0.193 0.193
56.63 0.000 220.22 0.198 0.193 0.193
56.67 0.000 220.22 0.198 0.193 0.193
56.70 0.000 220.22 0.198 0.193 0.193
56.73 0.000 220.22 0.198 0.193 0.193
56.77 0.000 220.22 0.198 0.193 0.193
56.80 0.000 220.22 0.198 0.193 0.193
56.83 0.000 220.22 0.198 0.193 0.193
56.87 0.000 220.21 0.198 0.193 0.193
56.90 0.000 220.21 0.198 0.193 0.193
Continues on next page...

50
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
56.93 0.000 220.21 0.198 0.193 0.193
56.97 0.000 220.21 0.198 0.193 0.193
57.00 0.000 220.21 0.198 0.193 0.193
57.03 0.000 220.21 0.198 0.193 0.193
57.07 0.000 220.21 0.198 0.193 0.193
57.10 0.000 220.21 0.198 0.193 0.193
57.13 0.000 220.21 0.198 0.193 0.193
57.17 0.000 220.21 0.198 0.193 0.193
57.20 0.000 220.21 0.198 0.193 0.193
57.23 0.000 220.21 0.198 0.193 0.193
57.27 0.000 220.21 0.198 0.193 0.193
57.30 0.000 220.21 0.198 0.193 0.193
57.33 0.000 220.21 0.198 0.193 0.193
57.37 0.000 220.21 0.198 0.192 0.192
57.40 0.000 220.21 0.198 0.192 0.192
57.43 0.000 220.21 0.198 0.192 0.192
57.47 0.000 220.21 0.198 0.192 0.192
57.50 0.000 220.21 0.198 0.192 0.192
57.53 0.000 220.21 0.198 0.192 0.192
57.57 0.000 220.21 0.198 0.192 0.192
57.60 0.000 220.21 0.198 0.192 0.192
57.63 0.000 220.21 0.198 0.192 0.192
57.67 0.000 220.20 0.198 0.192 0.192
57.70 0.000 220.20 0.198 0.192 0.192
57.73 0.000 220.20 0.198 0.192 0.192
57.77 0.000 220.20 0.198 0.192 0.192
57.80 0.000 220.20 0.198 0.192 0.192
57.83 0.000 220.20 0.198 0.192 0.192
Continues on next page...

51
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
57.87 0.000 220.20 0.198 0.192 0.192
57.90 0.000 220.20 0.198 0.192 0.192
57.93 0.000 220.20 0.198 0.192 0.192
57.97 0.000 220.20 0.198 0.192 0.192
58.00 0.000 220.20 0.198 0.192 0.192
58.03 0.000 220.20 0.198 0.192 0.192
58.07 0.000 220.20 0.198 0.192 0.192
58.10 0.000 220.20 0.198 0.192 0.192
58.13 0.000 220.20 0.198 0.192 0.192
58.17 0.000 220.20 0.198 0.192 0.192
58.20 0.000 220.20 0.198 0.192 0.192
58.23 0.000 220.20 0.198 0.191 0.191
58.27 0.000 220.20 0.198 0.191 0.191
58.30 0.000 220.20 0.198 0.191 0.191
58.33 0.000 220.20 0.198 0.191 0.191
58.37 0.000 220.20 0.198 0.191 0.191
58.40 0.000 220.20 0.198 0.191 0.191
58.43 0.000 220.20 0.198 0.191 0.191
58.47 0.000 220.20 0.198 0.191 0.191
58.50 0.000 220.19 0.198 0.191 0.191
58.53 0.000 220.19 0.198 0.191 0.191
58.57 0.000 220.19 0.198 0.191 0.191
58.60 0.000 220.19 0.198 0.191 0.191
58.63 0.000 220.19 0.198 0.191 0.191
58.67 0.000 220.19 0.198 0.191 0.191
58.70 0.000 220.19 0.198 0.191 0.191
58.73 0.000 220.19 0.198 0.191 0.191
58.77 0.000 220.19 0.198 0.191 0.191
Continues on next page...

52
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
58.80 0.000 220.19 0.198 0.191 0.191
58.83 0.000 220.19 0.198 0.191 0.191
58.87 0.000 220.19 0.198 0.191 0.191
58.90 0.000 220.19 0.198 0.191 0.191
58.93 0.000 220.19 0.198 0.191 0.191
58.97 0.000 220.19 0.198 0.191 0.191
59.00 0.000 220.19 0.198 0.191 0.191
59.03 0.000 220.19 0.198 0.191 0.191
59.07 0.000 220.19 0.198 0.191 0.191
59.10 0.000 220.19 0.198 0.190 0.190
59.13 0.000 220.19 0.198 0.190 0.190
59.17 0.000 220.19 0.198 0.190 0.190
59.20 0.000 220.19 0.198 0.190 0.190
59.23 0.000 220.19 0.198 0.190 0.190
59.27 0.000 220.19 0.198 0.190 0.190
59.30 0.000 220.19 0.198 0.190 0.190
59.33 0.000 220.18 0.198 0.190 0.190
59.37 0.000 220.18 0.198 0.190 0.190
59.40 0.000 220.18 0.198 0.190 0.190
59.43 0.000 220.18 0.198 0.190 0.190
59.47 0.000 220.18 0.198 0.190 0.190
59.50 0.000 220.18 0.198 0.190 0.190
59.53 0.000 220.18 0.198 0.190 0.190
59.57 0.000 220.18 0.198 0.190 0.190
59.60 0.000 220.18 0.198 0.190 0.190
59.63 0.000 220.18 0.198 0.190 0.190
59.67 0.000 220.18 0.198 0.190 0.190
59.70 0.000 220.18 0.198 0.190 0.190
Continues on next page...

53
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
59.73 0.000 220.18 0.198 0.190 0.190
59.77 0.000 220.18 0.198 0.190 0.190
59.80 0.000 220.18 0.198 0.190 0.190
59.83 0.000 220.18 0.198 0.190 0.190
59.87 0.000 220.18 0.198 0.190 0.190
59.90 0.000 220.18 0.198 0.190 0.190
59.93 0.000 220.18 0.198 0.190 0.190
59.97 0.000 220.18 0.198 0.189 0.189
60.00 0.000 220.18 0.198 0.189 0.189
60.03 0.000 220.18 0.198 0.189 0.189
60.07 0.000 220.18 0.198 0.189 0.189
60.10 0.000 220.18 0.198 0.189 0.189
60.13 0.000 220.18 0.198 0.189 0.189
60.17 0.000 220.17 0.198 0.189 0.189
60.20 0.000 220.17 0.198 0.189 0.189
60.23 0.000 220.17 0.198 0.189 0.189
60.27 0.000 220.17 0.198 0.189 0.189
60.30 0.000 220.17 0.198 0.189 0.189
60.33 0.000 220.17 0.198 0.189 0.189
60.37 0.000 220.17 0.198 0.189 0.189
60.40 0.000 220.17 0.198 0.189 0.189
60.43 0.000 220.17 0.198 0.189 0.189
60.47 0.000 220.17 0.198 0.189 0.189
60.50 0.000 220.17 0.198 0.189 0.189
60.53 0.000 220.17 0.198 0.189 0.189
60.57 0.000 220.17 0.198 0.189 0.189
60.60 0.000 220.17 0.198 0.189 0.189
60.63 0.000 220.17 0.198 0.189 0.189
Continues on next page...

54
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
60.67 0.000 220.17 0.198 0.189 0.189
60.70 0.000 220.17 0.198 0.189 0.189
60.73 0.000 220.17 0.198 0.189 0.189
60.77 0.000 220.17 0.198 0.189 0.189
60.80 0.000 220.17 0.198 0.189 0.189
60.83 0.000 220.17 0.198 0.188 0.188
60.87 0.000 220.17 0.198 0.188 0.188
60.90 0.000 220.17 0.198 0.188 0.188
60.93 0.000 220.17 0.198 0.188 0.188
60.97 0.000 220.17 0.198 0.188 0.188
61.00 0.000 220.16 0.198 0.188 0.188
61.03 0.000 220.16 0.198 0.188 0.188
61.07 0.000 220.16 0.198 0.188 0.188
61.10 0.000 220.16 0.198 0.188 0.188
61.13 0.000 220.16 0.198 0.188 0.188
61.17 0.000 220.16 0.198 0.188 0.188
61.20 0.000 220.16 0.198 0.188 0.188
61.23 0.000 220.16 0.198 0.188 0.188
61.27 0.000 220.16 0.198 0.188 0.188
61.30 0.000 220.16 0.198 0.188 0.188
61.33 0.000 220.16 0.198 0.188 0.188
61.37 0.000 220.16 0.198 0.188 0.188
61.40 0.000 220.16 0.198 0.188 0.188
61.43 0.000 220.16 0.198 0.188 0.188
61.47 0.000 220.16 0.197 0.188 0.188
61.50 0.000 220.16 0.197 0.188 0.188
61.53 0.000 220.16 0.197 0.188 0.188
61.57 0.000 220.16 0.197 0.188 0.188
Continues on next page...

55
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
61.60 0.000 220.16 0.197 0.188 0.188
61.63 0.000 220.16 0.197 0.188 0.188
61.67 0.000 220.16 0.197 0.188 0.188
61.70 0.000 220.16 0.197 0.188 0.188
61.73 0.000 220.16 0.196 0.188 0.188
61.77 0.000 220.16 0.196 0.187 0.187
61.80 0.000 220.16 0.196 0.187 0.187
61.83 0.000 220.15 0.196 0.187 0.187
61.87 0.000 220.15 0.196 0.187 0.187
61.90 0.000 220.15 0.196 0.187 0.187
61.93 0.000 220.15 0.196 0.187 0.187
61.97 0.000 220.15 0.196 0.187 0.187
62.00 0.000 220.15 0.195 0.187 0.187
62.03 0.000 220.15 0.195 0.187 0.187
62.07 0.000 220.15 0.195 0.187 0.187
62.10 0.000 220.15 0.195 0.187 0.187
62.13 0.000 220.15 0.195 0.187 0.187
62.17 0.000 220.15 0.195 0.187 0.187
62.20 0.000 220.15 0.195 0.187 0.187
62.23 0.000 220.15 0.195 0.187 0.187
62.27 0.000 220.15 0.194 0.187 0.187
62.30 0.000 220.15 0.194 0.187 0.187
62.33 0.000 220.15 0.194 0.187 0.187
62.37 0.000 220.15 0.194 0.187 0.187
62.40 0.000 220.15 0.194 0.187 0.187
62.43 0.000 220.15 0.194 0.187 0.187
62.47 0.000 220.15 0.194 0.187 0.187
62.50 0.000 220.15 0.193 0.187 0.187
Continues on next page...

56
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
62.53 0.000 220.15 0.193 0.187 0.187
62.57 0.000 220.15 0.193 0.187 0.187
62.60 0.000 220.15 0.193 0.187 0.187
62.63 0.000 220.15 0.193 0.187 0.187
62.67 0.000 220.15 0.193 0.187 0.187
62.70 0.000 220.14 0.193 0.187 0.187
62.73 0.000 220.14 0.193 0.187 0.187
62.77 0.000 220.14 0.192 0.187 0.187
62.80 0.000 220.14 0.192 0.186 0.186
62.83 0.000 220.14 0.192 0.186 0.186
62.87 0.000 220.14 0.192 0.186 0.186
62.90 0.000 220.14 0.192 0.186 0.186
62.93 0.000 220.14 0.192 0.186 0.186
62.97 0.000 220.14 0.192 0.186 0.186
63.00 0.000 220.14 0.192 0.186 0.186
63.03 0.000 220.14 0.191 0.186 0.186
63.07 0.000 220.14 0.191 0.186 0.186
63.10 0.000 220.14 0.191 0.186 0.186
63.13 0.000 220.14 0.191 0.186 0.186
63.17 0.000 220.14 0.191 0.186 0.186
63.20 0.000 220.14 0.191 0.186 0.186
63.23 0.000 220.14 0.191 0.186 0.186
63.27 0.000 220.14 0.191 0.186 0.186
63.30 0.000 220.14 0.190 0.186 0.186
63.33 0.000 220.14 0.190 0.186 0.186
63.37 0.000 220.14 0.190 0.186 0.186
63.40 0.000 220.14 0.190 0.186 0.186
63.43 0.000 220.14 0.190 0.186 0.186
Continues on next page...

57
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
63.47 0.000 220.14 0.190 0.186 0.186
63.50 0.000 220.14 0.190 0.186 0.186
63.53 0.000 220.13 0.189 0.186 0.186
63.57 0.000 220.13 0.189 0.186 0.186
63.60 0.000 220.13 0.189 0.186 0.186
63.63 0.000 220.13 0.189 0.186 0.186
63.67 0.000 220.13 0.189 0.186 0.186
63.70 0.000 220.13 0.189 0.186 0.186
63.73 0.000 220.13 0.189 0.186 0.186
63.77 0.000 220.13 0.189 0.186 0.186
63.80 0.000 220.13 0.188 0.186 0.186
63.83 0.000 220.13 0.188 0.185 0.185
63.87 0.000 220.13 0.188 0.185 0.185
63.90 0.000 220.13 0.188 0.185 0.185
63.93 0.000 220.13 0.188 0.185 0.185
63.97 0.000 220.13 0.188 0.185 0.185
64.00 0.000 220.13 0.188 0.185 0.185
64.03 0.000 220.13 0.188 0.185 0.185
64.07 0.000 220.13 0.187 0.185 0.185
64.10 0.000 220.13 0.187 0.185 0.185
64.13 0.000 220.13 0.187 0.185 0.185
64.17 0.000 220.13 0.187 0.185 0.185
64.20 0.000 220.13 0.187 0.185 0.185
64.23 0.000 220.13 0.187 0.185 0.185
64.27 0.000 220.13 0.187 0.185 0.185
64.30 0.000 220.13 0.187 0.185 0.185
64.33 0.000 220.13 0.186 0.185 0.185
64.37 0.000 220.13 0.186 0.185 0.185
Continues on next page...

58
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
64.40 0.000 220.12 0.186 0.185 0.185
64.43 0.000 220.12 0.186 0.185 0.185
64.47 0.000 220.12 0.186 0.185 0.185
64.50 0.000 220.12 0.186 0.185 0.185
64.53 0.000 220.12 0.186 0.185 0.185
64.57 0.000 220.12 0.186 0.185 0.185
64.60 0.000 220.12 0.185 0.185 0.185
64.63 0.000 220.12 0.185 0.185 0.185
64.67 0.000 220.12 0.185 0.185 0.185
64.70 0.000 220.12 0.185 0.185 0.185
64.73 0.000 220.12 0.185 0.185 0.185
64.77 0.000 220.12 0.185 0.185 0.185
64.80 0.000 220.12 0.185 0.185 0.185
64.83 0.000 220.12 0.185 0.185 0.185
64.87 0.000 220.12 0.185 0.184 0.184
64.90 0.000 220.12 0.185 0.184 0.184
64.93 0.000 220.12 0.185 0.184 0.184
64.97 0.000 220.12 0.185 0.184 0.184
65.00 0.000 220.12 0.185 0.184 0.184
65.03 0.000 220.12 0.185 0.184 0.184
65.07 0.000 220.12 0.185 0.184 0.184
65.10 0.000 220.12 0.185 0.184 0.184
65.13 0.000 220.12 0.185 0.184 0.184
65.17 0.000 220.12 0.185 0.184 0.184
65.20 0.000 220.12 0.185 0.184 0.184
65.23 0.000 220.12 0.185 0.184 0.184
65.27 0.000 220.11 0.185 0.184 0.184
65.30 0.000 220.11 0.185 0.184 0.184
Continues on next page...

59
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
65.33 0.000 220.11 0.185 0.184 0.184
65.37 0.000 220.11 0.185 0.184 0.184
65.40 0.000 220.11 0.185 0.184 0.184
65.43 0.000 220.11 0.185 0.184 0.184
65.47 0.000 220.11 0.185 0.184 0.184
65.50 0.000 220.11 0.185 0.184 0.184
65.53 0.000 220.11 0.185 0.184 0.184
65.57 0.000 220.11 0.185 0.184 0.184
65.60 0.000 220.11 0.185 0.184 0.184
65.63 0.000 220.11 0.185 0.184 0.184
65.67 0.000 220.11 0.185 0.184 0.184
65.70 0.000 220.11 0.185 0.184 0.184
65.73 0.000 220.11 0.184 0.183 0.183
65.77 0.000 220.11 0.184 0.183 0.183
65.80 0.000 220.11 0.184 0.183 0.183
65.83 0.000 220.11 0.184 0.183 0.183
65.87 0.000 220.11 0.184 0.183 0.183
65.90 0.000 220.11 0.184 0.183 0.183
65.93 0.000 220.11 0.184 0.183 0.183
65.97 0.000 220.11 0.184 0.183 0.183
66.00 0.000 220.11 0.184 0.183 0.183
66.03 0.000 220.11 0.184 0.183 0.183
66.07 0.000 220.11 0.184 0.183 0.183
66.10 0.000 220.11 0.184 0.183 0.183
66.13 0.000 220.10 0.184 0.183 0.183
66.17 0.000 220.10 0.184 0.183 0.183
66.20 0.000 220.10 0.184 0.183 0.183
66.23 0.000 220.10 0.184 0.183 0.183
Continues on next page...

60
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
66.27 0.000 220.10 0.184 0.183 0.183
66.30 0.000 220.10 0.184 0.183 0.183
66.33 0.000 220.10 0.184 0.183 0.183
66.37 0.000 220.10 0.184 0.183 0.183
66.40 0.000 220.10 0.184 0.183 0.183
66.43 0.000 220.10 0.184 0.183 0.183
66.47 0.000 220.10 0.184 0.183 0.183
66.50 0.000 220.10 0.184 0.183 0.183
66.53 0.000 220.10 0.184 0.183 0.183
66.57 0.000 220.10 0.184 0.183 0.183
66.60 0.000 220.10 0.184 0.182 0.182
66.63 0.000 220.10 0.184 0.182 0.182
66.67 0.000 220.10 0.184 0.182 0.182
66.70 0.000 220.10 0.184 0.182 0.182
66.73 0.000 220.10 0.184 0.182 0.182
66.77 0.000 220.10 0.184 0.182 0.182
66.80 0.000 220.10 0.184 0.182 0.182
66.83 0.000 220.10 0.184 0.182 0.182
66.87 0.000 220.10 0.184 0.182 0.182
66.90 0.000 220.10 0.184 0.182 0.182
66.93 0.000 220.10 0.184 0.182 0.182
66.97 0.000 220.10 0.184 0.182 0.182
67.00 0.000 220.09 0.184 0.182 0.182
67.03 0.000 220.09 0.184 0.182 0.182
67.07 0.000 220.09 0.184 0.182 0.182
67.10 0.000 220.09 0.184 0.182 0.182
67.13 0.000 220.09 0.184 0.182 0.182
67.17 0.000 220.09 0.184 0.182 0.182
Continues on next page...

61
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
67.20 0.000 220.09 0.184 0.182 0.182
67.23 0.000 220.09 0.184 0.182 0.182
67.27 0.000 220.09 0.184 0.182 0.182
67.30 0.000 220.09 0.184 0.182 0.182
67.33 0.000 220.09 0.184 0.182 0.182
67.37 0.000 220.09 0.184 0.182 0.182
67.40 0.000 220.09 0.184 0.182 0.182
67.43 0.000 220.09 0.184 0.182 0.182
67.47 0.000 220.09 0.184 0.182 0.182
67.50 0.000 220.09 0.184 0.181 0.181
67.53 0.000 220.09 0.184 0.181 0.181
67.57 0.000 220.09 0.184 0.181 0.181
67.60 0.000 220.09 0.184 0.181 0.181
67.63 0.000 220.09 0.184 0.181 0.181
67.67 0.000 220.09 0.184 0.181 0.181
67.70 0.000 220.09 0.184 0.181 0.181
67.73 0.000 220.09 0.184 0.181 0.181
67.77 0.000 220.09 0.184 0.181 0.181
67.80 0.000 220.09 0.184 0.181 0.181
67.83 0.000 220.09 0.184 0.181 0.181
67.87 0.000 220.08 0.184 0.181 0.181
67.90 0.000 220.08 0.184 0.181 0.181
67.93 0.000 220.08 0.184 0.181 0.181
67.97 0.000 220.08 0.184 0.181 0.181
68.00 0.000 220.08 0.184 0.181 0.181
68.03 0.000 220.08 0.184 0.181 0.181
68.07 0.000 220.08 0.184 0.181 0.181
68.10 0.000 220.08 0.184 0.181 0.181
Continues on next page...

62
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
68.13 0.000 220.08 0.184 0.181 0.181
68.17 0.000 220.08 0.184 0.181 0.181
68.20 0.000 220.08 0.184 0.181 0.181
68.23 0.000 220.08 0.184 0.181 0.181
68.27 0.000 220.08 0.184 0.181 0.181
68.30 0.000 220.08 0.184 0.181 0.181
68.33 0.000 220.08 0.184 0.181 0.181
68.37 0.000 220.08 0.184 0.180 0.180
68.40 0.000 220.08 0.184 0.180 0.180
68.43 0.000 220.08 0.184 0.180 0.180
68.47 0.000 220.08 0.184 0.180 0.180
68.50 0.000 220.08 0.184 0.180 0.180
68.53 0.000 220.08 0.184 0.180 0.180
68.57 0.000 220.08 0.184 0.180 0.180
68.60 0.000 220.08 0.184 0.180 0.180
68.63 0.000 220.08 0.184 0.180 0.180
68.67 0.000 220.08 0.184 0.180 0.180
68.70 0.000 220.08 0.184 0.180 0.180
68.73 0.000 220.07 0.184 0.180 0.180
68.77 0.000 220.07 0.184 0.180 0.180
68.80 0.000 220.07 0.184 0.180 0.180
68.83 0.000 220.07 0.184 0.180 0.180
68.87 0.000 220.07 0.184 0.180 0.180
68.90 0.000 220.07 0.184 0.180 0.180
68.93 0.000 220.07 0.184 0.180 0.180
68.97 0.000 220.07 0.184 0.180 0.180
69.00 0.000 220.07 0.184 0.180 0.180
69.03 0.000 220.07 0.184 0.180 0.180
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Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
69.07 0.000 220.07 0.184 0.180 0.180
69.10 0.000 220.07 0.184 0.180 0.180
69.13 0.000 220.07 0.184 0.180 0.180
69.17 0.000 220.07 0.184 0.180 0.180
69.20 0.000 220.07 0.184 0.180 0.180
69.23 0.000 220.07 0.184 0.179 0.179
69.27 0.000 220.07 0.184 0.179 0.179
69.30 0.000 220.07 0.184 0.179 0.179
69.33 0.000 220.07 0.184 0.179 0.179
69.37 0.000 220.07 0.184 0.179 0.179
69.40 0.000 220.07 0.184 0.179 0.179
69.43 0.000 220.07 0.184 0.179 0.179
69.47 0.000 220.07 0.184 0.179 0.179
69.50 0.000 220.07 0.184 0.179 0.179
69.53 0.000 220.07 0.184 0.179 0.179
69.57 0.000 220.07 0.184 0.179 0.179
69.60 0.000 220.07 0.184 0.179 0.179
69.63 0.000 220.06 0.184 0.179 0.179
69.67 0.000 220.06 0.184 0.179 0.179
69.70 0.000 220.06 0.184 0.179 0.179
69.73 0.000 220.06 0.184 0.179 0.179
69.77 0.000 220.06 0.184 0.179 0.179
69.80 0.000 220.06 0.184 0.179 0.179
69.83 0.000 220.06 0.184 0.179 0.179
69.87 0.000 220.06 0.184 0.179 0.179
69.90 0.000 220.06 0.184 0.179 0.179
69.93 0.000 220.06 0.184 0.179 0.179
69.97 0.000 220.06 0.184 0.179 0.179
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64
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
70.00 0.000 220.06 0.184 0.179 0.179
70.03 0.000 220.06 0.184 0.179 0.179
70.07 0.000 220.06 0.184 0.179 0.179
70.10 0.000 220.06 0.184 0.178 0.178
70.13 0.000 220.06 0.184 0.178 0.178
70.17 0.000 220.06 0.184 0.178 0.178
70.20 0.000 220.06 0.184 0.178 0.178
70.23 0.000 220.06 0.184 0.178 0.178
70.27 0.000 220.06 0.184 0.178 0.178
70.30 0.000 220.06 0.184 0.178 0.178
70.33 0.000 220.06 0.184 0.178 0.178
70.37 0.000 220.06 0.184 0.178 0.178
70.40 0.000 220.06 0.184 0.178 0.178
70.43 0.000 220.06 0.184 0.178 0.178
70.47 0.000 220.06 0.184 0.178 0.178
70.50 0.000 220.05 0.184 0.178 0.178
70.53 0.000 220.05 0.184 0.178 0.178
70.57 0.000 220.05 0.184 0.178 0.178
70.60 0.000 220.05 0.184 0.178 0.178
70.63 0.000 220.05 0.184 0.178 0.178
70.67 0.000 220.05 0.184 0.178 0.178
70.70 0.000 220.05 0.184 0.178 0.178
70.73 0.000 220.05 0.184 0.178 0.178
70.77 0.000 220.05 0.184 0.178 0.178
70.80 0.000 220.05 0.184 0.178 0.178
70.83 0.000 220.05 0.184 0.178 0.178
70.87 0.000 220.05 0.184 0.178 0.178
70.90 0.000 220.05 0.184 0.178 0.178
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65
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
70.93 0.000 220.05 0.184 0.178 0.178
70.97 0.000 220.05 0.184 0.177 0.177
71.00 0.000 220.05 0.184 0.177 0.177
71.03 0.000 220.05 0.184 0.177 0.177
71.07 0.000 220.05 0.184 0.177 0.177
71.10 0.000 220.05 0.184 0.177 0.177
71.13 0.000 220.05 0.184 0.177 0.177
71.17 0.000 220.05 0.184 0.177 0.177
71.20 0.000 220.05 0.184 0.177 0.177
71.23 0.000 220.05 0.184 0.177 0.177
71.27 0.000 220.05 0.184 0.177 0.177
71.30 0.000 220.05 0.184 0.177 0.177
71.33 0.000 220.05 0.184 0.177 0.177
71.37 0.000 220.05 0.184 0.177 0.177
71.40 0.000 220.04 0.184 0.177 0.177
71.43 0.000 220.04 0.184 0.177 0.177
71.47 0.000 220.04 0.184 0.177 0.177
71.50 0.000 220.04 0.184 0.177 0.177
71.53 0.000 220.04 0.184 0.177 0.177
71.57 0.000 220.04 0.184 0.177 0.177
71.60 0.000 220.04 0.184 0.177 0.177
71.63 0.000 220.04 0.184 0.177 0.177
71.67 0.000 220.04 0.184 0.177 0.177
71.70 0.000 220.04 0.184 0.177 0.177
71.73 0.000 220.04 0.184 0.177 0.177
71.77 0.000 220.04 0.184 0.177 0.177
71.80 0.000 220.04 0.184 0.177 0.177
71.83 0.000 220.04 0.184 0.176 0.176
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66
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
71.87 0.000 220.04 0.184 0.176 0.176
71.90 0.000 220.04 0.184 0.176 0.176
71.93 0.000 220.04 0.184 0.176 0.176
71.97 0.000 220.04 0.184 0.176 0.176
72.00 0.000 220.04 0.184 0.176 0.176
72.03 0.000 220.04 0.184 0.176 0.176
72.07 0.000 220.04 0.184 0.176 0.176
72.10 0.000 220.04 0.183 0.176 0.176
72.13 0.000 220.04 0.183 0.176 0.176
72.17 0.000 220.04 0.183 0.176 0.176
72.20 0.000 220.04 0.183 0.176 0.176
72.23 0.000 220.04 0.183 0.176 0.176
72.27 0.000 220.04 0.183 0.176 0.176
72.30 0.000 220.03 0.183 0.176 0.176
72.33 0.000 220.03 0.183 0.176 0.176
72.37 0.000 220.03 0.183 0.176 0.176
72.40 0.000 220.03 0.182 0.176 0.176
72.43 0.000 220.03 0.182 0.176 0.176
72.47 0.000 220.03 0.182 0.176 0.176
72.50 0.000 220.03 0.182 0.176 0.176
72.53 0.000 220.03 0.182 0.176 0.176
72.57 0.000 220.03 0.182 0.176 0.176
72.60 0.000 220.03 0.182 0.176 0.176
72.63 0.000 220.03 0.182 0.176 0.176
72.67 0.000 220.03 0.182 0.176 0.176
72.70 0.000 220.03 0.182 0.176 0.176
72.73 0.000 220.03 0.181 0.176 0.176
72.77 0.000 220.03 0.181 0.176 0.176
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67
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
72.80 0.000 220.03 0.181 0.175 0.175
72.83 0.000 220.03 0.181 0.175 0.175
72.87 0.000 220.03 0.181 0.175 0.175
72.90 0.000 220.03 0.181 0.175 0.175
72.93 0.000 220.03 0.181 0.175 0.175
72.97 0.000 220.03 0.181 0.175 0.175
73.00 0.000 220.03 0.181 0.175 0.175
73.03 0.000 220.03 0.180 0.175 0.175
73.07 0.000 220.03 0.180 0.175 0.175
73.10 0.000 220.03 0.180 0.175 0.175
73.13 0.000 220.03 0.180 0.175 0.175
73.17 0.000 220.03 0.180 0.175 0.175
73.20 0.000 220.02 0.180 0.175 0.175
73.23 0.000 220.02 0.180 0.175 0.175
73.27 0.000 220.02 0.180 0.175 0.175
73.30 0.000 220.02 0.180 0.175 0.175
73.33 0.000 220.02 0.180 0.175 0.175
73.37 0.000 220.02 0.179 0.175 0.175
73.40 0.000 220.02 0.179 0.175 0.175
73.43 0.000 220.02 0.179 0.175 0.175
73.47 0.000 220.02 0.179 0.175 0.175
73.50 0.000 220.02 0.179 0.175 0.175
73.53 0.000 220.02 0.179 0.175 0.175
73.57 0.000 220.02 0.179 0.175 0.175
73.60 0.000 220.02 0.179 0.175 0.175
73.63 0.000 220.02 0.179 0.175 0.175
73.67 0.000 220.02 0.178 0.175 0.175
73.70 0.000 220.02 0.178 0.175 0.175
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68
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
73.73 0.000 220.02 0.178 0.175 0.175
73.77 0.000 220.02 0.178 0.174 0.174
73.80 0.000 220.02 0.178 0.174 0.174
73.83 0.000 220.02 0.178 0.174 0.174
73.87 0.000 220.02 0.178 0.174 0.174
73.90 0.000 220.02 0.178 0.174 0.174
73.93 0.000 220.02 0.178 0.174 0.174
73.97 0.000 220.02 0.178 0.174 0.174
74.00 0.000 220.02 0.177 0.174 0.174
74.03 0.000 220.02 0.177 0.174 0.174
74.07 0.000 220.02 0.177 0.174 0.174
74.10 0.000 220.01 0.177 0.174 0.174
74.13 0.000 220.01 0.177 0.174 0.174
74.17 0.000 220.01 0.177 0.174 0.174
74.20 0.000 220.01 0.177 0.174 0.174
74.23 0.000 220.01 0.177 0.174 0.174
74.27 0.000 220.01 0.177 0.174 0.174
74.30 0.000 220.01 0.176 0.174 0.174
74.33 0.000 220.01 0.176 0.174 0.174
74.37 0.000 220.01 0.176 0.174 0.174
74.40 0.000 220.01 0.176 0.174 0.174
74.43 0.000 220.01 0.176 0.174 0.174
74.47 0.000 220.01 0.176 0.174 0.174
74.50 0.000 220.01 0.176 0.174 0.174
74.53 0.000 220.01 0.176 0.174 0.174
74.57 0.000 220.01 0.176 0.174 0.174
74.60 0.000 220.01 0.175 0.174 0.174
74.63 0.000 220.01 0.175 0.174 0.174
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69
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
74.67 0.000 220.01 0.175 0.174 0.174
74.70 0.000 220.01 0.175 0.174 0.174
74.73 0.000 220.01 0.175 0.173 0.173
74.77 0.000 220.01 0.175 0.173 0.173
74.80 0.000 220.01 0.175 0.173 0.173
74.83 0.000 220.01 0.175 0.173 0.173
74.87 0.000 220.01 0.175 0.173 0.173
74.90 0.000 220.01 0.175 0.173 0.173
74.93 0.000 220.01 0.174 0.173 0.173
74.97 0.000 220.01 0.174 0.173 0.173
75.00 0.000 220.01 0.174 0.173 0.173
75.03 0.000 220.00 0.174 0.173 0.173
75.07 0.000 220.00 0.174 0.173 0.173
75.10 0.000 220.00 0.174 0.173 0.173
75.13 0.000 220.00 0.174 0.173 0.173
75.17 0.000 220.00 0.174 0.173 0.173
75.20 0.000 220.00 0.174 0.173 0.173
75.23 0.000 220.00 0.173 0.173 0.173
75.27 0.000 220.00 0.173 0.173 0.173
75.30 0.000 220.00 0.173 0.173 0.173
75.33 0.000 220.00 0.173 0.173 0.173
75.37 0.000 220.00 0.173 0.173 0.173
75.40 0.000 220.00 0.173 0.173 0.173
75.43 0.000 220.00 0.173 0.173 0.173
75.47 0.000 220.00 0.173 0.173 0.173
75.50 0.000 220.00 0.173 0.173 0.173
75.53 0.000 220.00 0.173 0.173 0.173
75.57 0.000 220.00 0.173 0.173 0.173
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Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
75.60 0.000 220.00 0.173 0.173 0.173
75.63 0.000 220.00 0.173 0.173 0.173
75.67 0.000 220.00 0.173 0.172 0.172
75.70 0.000 220.00 0.172 0.172 0.172
75.73 0.000 220.00 0.172 0.172 0.172
75.77 0.000 220.00 0.172 0.172 0.172
75.80 0.000 220.00 0.172 0.172 0.172
75.83 0.000 220.00 0.172 0.172 0.172
75.87 0.000 220.00 0.172 0.172 0.172
75.90 0.000 220.00 0.172 0.172 0.172
75.93 0.000 219.99 0.172 0.172 0.172
75.97 0.000 219.99 0.172 0.172 0.172
76.00 0.000 219.99 0.172 0.172 0.172
76.03 0.000 219.99 0.172 0.172 0.172
76.07 0.000 219.99 0.172 0.172 0.172
76.10 0.000 219.99 0.172 0.172 0.172
76.13 0.000 219.99 0.172 0.172 0.172
76.17 0.000 219.99 0.172 0.172 0.172
76.20 0.000 219.99 0.172 0.172 0.172
76.23 0.000 219.99 0.172 0.172 0.172
76.27 0.000 219.99 0.172 0.172 0.172
76.30 0.000 219.99 0.172 0.172 0.172
76.33 0.000 219.99 0.172 0.172 0.172
76.37 0.000 219.99 0.172 0.172 0.172
76.40 0.000 219.99 0.172 0.172 0.172
76.43 0.000 219.99 0.172 0.172 0.172
76.47 0.000 219.99 0.172 0.172 0.172
76.50 0.000 219.99 0.172 0.171 0.171
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Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
76.53 0.000 219.99 0.171 0.171 0.171
76.57 0.000 219.99 0.171 0.171 0.171
76.60 0.000 219.99 0.171 0.171 0.171
76.63 0.000 219.99 0.171 0.171 0.171
76.67 0.000 219.99 0.171 0.171 0.171
76.70 0.000 219.99 0.171 0.171 0.171
76.73 0.000 219.99 0.171 0.171 0.171
76.77 0.000 219.99 0.171 0.171 0.171
76.80 0.000 219.98 0.171 0.171 0.171
76.83 0.000 219.98 0.171 0.171 0.171
76.87 0.000 219.98 0.171 0.171 0.171
76.90 0.000 219.98 0.171 0.171 0.171
76.93 0.000 219.98 0.171 0.171 0.171
76.97 0.000 219.98 0.171 0.171 0.171
77.00 0.000 219.98 0.171 0.171 0.171
77.03 0.000 219.98 0.171 0.171 0.171
77.07 0.000 219.98 0.171 0.171 0.171
77.10 0.000 219.98 0.171 0.171 0.171
77.13 0.000 219.98 0.171 0.171 0.171
77.17 0.000 219.98 0.171 0.171 0.171
77.20 0.000 219.98 0.171 0.171 0.171
77.23 0.000 219.98 0.171 0.171 0.171
77.27 0.000 219.98 0.171 0.171 0.171
77.30 0.000 219.98 0.171 0.171 0.171
77.33 0.000 219.98 0.171 0.170 0.170
77.37 0.000 219.98 0.170 0.170 0.170
77.40 0.000 219.98 0.170 0.170 0.170
77.43 0.000 219.98 0.170 0.170 0.170
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Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
77.47 0.000 219.98 0.170 0.170 0.170
77.50 0.000 219.98 0.170 0.170 0.170
77.53 0.000 219.98 0.170 0.170 0.170
77.57 0.000 219.98 0.170 0.170 0.170
77.60 0.000 219.98 0.170 0.170 0.170
77.63 0.000 219.98 0.170 0.170 0.170
77.67 0.000 219.97 0.170 0.170 0.170
77.70 0.000 219.97 0.170 0.170 0.170
77.73 0.000 219.97 0.170 0.170 0.170
77.77 0.000 219.97 0.170 0.170 0.170
77.80 0.000 219.97 0.170 0.170 0.170
77.83 0.000 219.97 0.170 0.170 0.170
77.87 0.000 219.97 0.170 0.170 0.170
77.90 0.000 219.97 0.170 0.170 0.170
77.93 0.000 219.97 0.170 0.170 0.170
77.97 0.000 219.97 0.170 0.170 0.170
78.00 0.000 219.97 0.170 0.170 0.170
78.03 0.000 219.97 0.170 0.170 0.170
78.07 0.000 219.97 0.170 0.170 0.170
78.10 0.000 219.97 0.170 0.170 0.170
78.13 0.000 219.97 0.170 0.170 0.170
78.17 0.000 219.97 0.170 0.169 0.169
78.20 0.000 219.97 0.169 0.169 0.169
78.23 0.000 219.97 0.169 0.169 0.169
78.27 0.000 219.97 0.169 0.169 0.169
78.30 0.000 219.97 0.169 0.169 0.169
78.33 0.000 219.97 0.169 0.169 0.169
78.37 0.000 219.97 0.169 0.169 0.169
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Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
78.40 0.000 219.97 0.169 0.169 0.169
78.43 0.000 219.97 0.169 0.169 0.169
78.47 0.000 219.97 0.169 0.169 0.169
78.50 0.000 219.97 0.169 0.169 0.169
78.53 0.000 219.97 0.169 0.169 0.169
78.57 0.000 219.96 0.169 0.169 0.169
78.60 0.000 219.96 0.169 0.169 0.169
78.63 0.000 219.96 0.169 0.169 0.169
78.67 0.000 219.96 0.169 0.169 0.169
78.70 0.000 219.96 0.169 0.169 0.169
78.73 0.000 219.96 0.169 0.169 0.169
78.77 0.000 219.96 0.169 0.169 0.169
78.80 0.000 219.96 0.169 0.169 0.169
78.83 0.000 219.96 0.169 0.169 0.169
78.87 0.000 219.96 0.169 0.169 0.169
78.90 0.000 219.96 0.169 0.169 0.169
78.93 0.000 219.96 0.169 0.169 0.169
78.97 0.000 219.96 0.169 0.169 0.169
79.00 0.000 219.96 0.169 0.168 0.168
79.03 0.000 219.96 0.168 0.168 0.168
79.07 0.000 219.96 0.168 0.168 0.168
79.10 0.000 219.96 0.168 0.168 0.168
79.13 0.000 219.96 0.168 0.168 0.168
79.17 0.000 219.96 0.168 0.168 0.168
79.20 0.000 219.96 0.168 0.168 0.168
79.23 0.000 219.96 0.168 0.168 0.168
79.27 0.000 219.96 0.168 0.168 0.168
79.30 0.000 219.96 0.168 0.168 0.168
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Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
79.33 0.000 219.96 0.168 0.168 0.168
79.37 0.000 219.96 0.168 0.168 0.168
79.40 0.000 219.96 0.168 0.168 0.168
79.43 0.000 219.96 0.168 0.168 0.168
79.47 0.000 219.95 0.168 0.168 0.168
79.50 0.000 219.95 0.168 0.168 0.168
79.53 0.000 219.95 0.168 0.168 0.168
79.57 0.000 219.95 0.168 0.168 0.168
79.60 0.000 219.95 0.168 0.168 0.168
79.63 0.000 219.95 0.168 0.168 0.168
79.67 0.000 219.95 0.168 0.168 0.168
79.70 0.000 219.95 0.168 0.168 0.168
79.73 0.000 219.95 0.168 0.168 0.168
79.77 0.000 219.95 0.168 0.168 0.168
79.80 0.000 219.95 0.168 0.168 0.168
79.83 0.000 219.95 0.168 0.168 0.168
79.87 0.000 219.95 0.168 0.167 0.167
79.90 0.000 219.95 0.167 0.167 0.167
79.93 0.000 219.95 0.167 0.167 0.167
79.97 0.000 219.95 0.167 0.167 0.167
80.00 0.000 219.95 0.167 0.167 0.167
80.03 0.000 219.95 0.167 0.167 0.167
80.07 0.000 219.95 0.167 0.167 0.167
80.10 0.000 219.95 0.167 0.167 0.167
80.13 0.000 219.95 0.167 0.167 0.167
80.17 0.000 219.95 0.167 0.167 0.167
80.20 0.000 219.95 0.167 0.167 0.167
80.23 0.000 219.95 0.167 0.167 0.167
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Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
80.27 0.000 219.95 0.167 0.167 0.167
80.30 0.000 219.95 0.167 0.167 0.167
80.33 0.000 219.95 0.167 0.167 0.167
80.37 0.000 219.94 0.167 0.167 0.167
80.40 0.000 219.94 0.167 0.167 0.167
80.43 0.000 219.94 0.167 0.167 0.167
80.47 0.000 219.94 0.167 0.167 0.167
80.50 0.000 219.94 0.167 0.167 0.167
80.53 0.000 219.94 0.167 0.167 0.167
80.57 0.000 219.94 0.167 0.167 0.167
80.60 0.000 219.94 0.167 0.167 0.167
80.63 0.000 219.94 0.167 0.167 0.167
80.67 0.000 219.94 0.167 0.167 0.167
80.70 0.000 219.94 0.167 0.166 0.166
80.73 0.000 219.94 0.166 0.166 0.166
80.77 0.000 219.94 0.166 0.166 0.166
80.80 0.000 219.94 0.166 0.166 0.166
80.83 0.000 219.94 0.166 0.166 0.166
80.87 0.000 219.94 0.166 0.166 0.166
80.90 0.000 219.94 0.166 0.166 0.166
80.93 0.000 219.94 0.166 0.166 0.166
80.97 0.000 219.94 0.166 0.166 0.166
81.00 0.000 219.94 0.166 0.166 0.166
81.03 0.000 219.94 0.166 0.166 0.166
81.07 0.000 219.94 0.166 0.166 0.166
81.10 0.000 219.94 0.166 0.166 0.166
81.13 0.000 219.94 0.166 0.166 0.166
81.17 0.000 219.94 0.166 0.166 0.166
Continues on next page...

76
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
81.20 0.000 219.94 0.166 0.166 0.166
81.23 0.000 219.94 0.166 0.166 0.166
81.27 0.000 219.93 0.166 0.166 0.166
81.30 0.000 219.93 0.166 0.166 0.166
81.33 0.000 219.93 0.166 0.166 0.166
81.37 0.000 219.93 0.166 0.166 0.166
81.40 0.000 219.93 0.166 0.166 0.166
81.43 0.000 219.93 0.166 0.166 0.166
81.47 0.000 219.93 0.166 0.166 0.166
81.50 0.000 219.93 0.166 0.166 0.166
81.53 0.000 219.93 0.166 0.166 0.166
81.57 0.000 219.93 0.166 0.165 0.165
81.60 0.000 219.93 0.165 0.165 0.165
81.63 0.000 219.93 0.165 0.165 0.165
81.67 0.000 219.93 0.165 0.165 0.165
81.70 0.000 219.93 0.165 0.165 0.165
81.73 0.000 219.93 0.165 0.165 0.165
81.77 0.000 219.93 0.165 0.165 0.165
81.80 0.000 219.93 0.165 0.165 0.165
81.83 0.000 219.93 0.165 0.165 0.165
81.87 0.000 219.93 0.165 0.165 0.165
81.90 0.000 219.93 0.165 0.165 0.165
81.93 0.000 219.93 0.165 0.165 0.165
81.97 0.000 219.93 0.165 0.165 0.165
82.00 0.000 219.93 0.165 0.165 0.165
82.03 0.000 219.93 0.165 0.165 0.165
82.07 0.000 219.93 0.165 0.165 0.165
82.10 0.000 219.93 0.165 0.165 0.165
Continues on next page...

77
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
82.13 0.000 219.93 0.165 0.165 0.165
82.17 0.000 219.92 0.165 0.165 0.165
82.20 0.000 219.92 0.165 0.165 0.165
82.23 0.000 219.92 0.165 0.165 0.165
82.27 0.000 219.92 0.165 0.165 0.165
82.30 0.000 219.92 0.165 0.165 0.165
82.33 0.000 219.92 0.165 0.165 0.165
82.37 0.000 219.92 0.165 0.165 0.165
82.40 0.000 219.92 0.165 0.165 0.165
82.43 0.000 219.92 0.165 0.164 0.164
82.47 0.000 219.92 0.164 0.164 0.164
82.50 0.000 219.92 0.164 0.164 0.164
82.53 0.000 219.92 0.164 0.164 0.164
82.57 0.000 219.92 0.164 0.164 0.164
82.60 0.000 219.92 0.164 0.164 0.164
82.63 0.000 219.92 0.164 0.164 0.164
82.67 0.000 219.92 0.164 0.164 0.164
82.70 0.000 219.92 0.164 0.164 0.164
82.73 0.000 219.92 0.164 0.164 0.164
82.77 0.000 219.92 0.164 0.164 0.164
82.80 0.000 219.92 0.164 0.164 0.164
82.83 0.000 219.92 0.164 0.164 0.164
82.87 0.000 219.92 0.164 0.164 0.164
82.90 0.000 219.92 0.164 0.164 0.164
82.93 0.000 219.92 0.164 0.164 0.164
82.97 0.000 219.92 0.164 0.164 0.164
83.00 0.000 219.92 0.164 0.164 0.164
83.03 0.000 219.92 0.164 0.164 0.164
Continues on next page...

78
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
83.07 0.000 219.92 0.164 0.164 0.164
83.10 0.000 219.91 0.164 0.164 0.164
83.13 0.000 219.91 0.164 0.164 0.164
83.17 0.000 219.91 0.164 0.164 0.164
83.20 0.000 219.91 0.164 0.164 0.164
83.23 0.000 219.91 0.164 0.164 0.164
83.27 0.000 219.91 0.164 0.164 0.164
83.30 0.000 219.91 0.164 0.163 0.163
83.33 0.000 219.91 0.163 0.163 0.163
83.37 0.000 219.91 0.163 0.163 0.163
83.40 0.000 219.91 0.163 0.163 0.163
83.43 0.000 219.91 0.163 0.163 0.163
83.47 0.000 219.91 0.163 0.163 0.163
83.50 0.000 219.91 0.163 0.163 0.163
83.53 0.000 219.91 0.163 0.163 0.163
83.57 0.000 219.91 0.163 0.163 0.163
83.60 0.000 219.91 0.163 0.163 0.163
83.63 0.000 219.91 0.163 0.163 0.163
83.67 0.000 219.91 0.163 0.163 0.163
83.70 0.000 219.91 0.163 0.163 0.163
83.73 0.000 219.91 0.163 0.163 0.163
83.77 0.000 219.91 0.163 0.163 0.163
83.80 0.000 219.91 0.163 0.163 0.163
83.83 0.000 219.91 0.163 0.163 0.163
83.87 0.000 219.91 0.163 0.163 0.163
83.90 0.000 219.91 0.163 0.163 0.163
83.93 0.000 219.91 0.163 0.163 0.163
83.97 0.000 219.91 0.163 0.163 0.163
Continues on next page...

79
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
84.00 0.000 219.91 0.163 0.163 0.163
84.03 0.000 219.90 0.163 0.163 0.163
84.07 0.000 219.90 0.163 0.163 0.163
84.10 0.000 219.90 0.163 0.163 0.163
84.13 0.000 219.90 0.163 0.163 0.163
84.17 0.000 219.90 0.163 0.162 0.162
84.20 0.000 219.90 0.162 0.162 0.162
84.23 0.000 219.90 0.162 0.162 0.162
84.27 0.000 219.90 0.162 0.162 0.162
84.30 0.000 219.90 0.162 0.162 0.162
84.33 0.000 219.90 0.162 0.162 0.162
84.37 0.000 219.90 0.162 0.162 0.162
84.40 0.000 219.90 0.162 0.162 0.162
84.43 0.000 219.90 0.162 0.162 0.162
84.47 0.000 219.90 0.162 0.162 0.162
84.50 0.000 219.90 0.162 0.162 0.162
84.53 0.000 219.90 0.162 0.162 0.162
84.57 0.000 219.90 0.162 0.162 0.162
84.60 0.000 219.90 0.162 0.162 0.162
84.63 0.000 219.90 0.162 0.162 0.162
84.67 0.000 219.90 0.162 0.162 0.162
84.70 0.000 219.90 0.162 0.162 0.162
84.73 0.000 219.90 0.162 0.162 0.162
84.77 0.000 219.90 0.162 0.162 0.162
84.80 0.000 219.90 0.162 0.162 0.162
84.83 0.000 219.90 0.162 0.162 0.162
84.87 0.000 219.90 0.162 0.162 0.162
84.90 0.000 219.90 0.162 0.162 0.162
Continues on next page...

80
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
84.93 0.000 219.89 0.162 0.162 0.162
84.97 0.000 219.89 0.162 0.162 0.162
85.00 0.000 219.89 0.162 0.162 0.162
85.03 0.000 219.89 0.162 0.161 0.161
85.07 0.000 219.89 0.162 0.161 0.161
85.10 0.000 219.89 0.162 0.161 0.161
85.13 0.000 219.89 0.162 0.161 0.161
85.17 0.000 219.89 0.162 0.161 0.161
85.20 0.000 219.89 0.162 0.161 0.161
85.23 0.000 219.89 0.162 0.161 0.161
85.27 0.000 219.89 0.162 0.161 0.161
85.30 0.000 219.89 0.162 0.161 0.161
85.33 0.000 219.89 0.162 0.161 0.161
85.37 0.000 219.89 0.162 0.161 0.161
85.40 0.000 219.89 0.162 0.161 0.161
85.43 0.000 219.89 0.162 0.161 0.161
85.47 0.000 219.89 0.162 0.161 0.161
85.50 0.000 219.89 0.162 0.161 0.161
85.53 0.000 219.89 0.162 0.161 0.161
85.57 0.000 219.89 0.162 0.161 0.161
85.60 0.000 219.89 0.162 0.161 0.161
85.63 0.000 219.89 0.162 0.161 0.161
85.67 0.000 219.89 0.162 0.161 0.161
85.70 0.000 219.89 0.162 0.161 0.161
85.73 0.000 219.89 0.162 0.161 0.161
85.77 0.000 219.89 0.162 0.161 0.161
85.80 0.000 219.89 0.162 0.161 0.161
85.83 0.000 219.89 0.162 0.161 0.161
Continues on next page...

81
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
85.87 0.000 219.88 0.162 0.160 0.160
85.90 0.000 219.88 0.162 0.160 0.160
85.93 0.000 219.88 0.162 0.160 0.160
85.97 0.000 219.88 0.162 0.160 0.160
86.00 0.000 219.88 0.162 0.160 0.160
86.03 0.000 219.88 0.162 0.160 0.160
86.07 0.000 219.88 0.162 0.160 0.160
86.10 0.000 219.88 0.162 0.160 0.160
86.13 0.000 219.88 0.162 0.160 0.160
86.17 0.000 219.88 0.162 0.160 0.160
86.20 0.000 219.88 0.162 0.160 0.160
86.23 0.000 219.88 0.162 0.160 0.160
86.27 0.000 219.88 0.162 0.160 0.160
86.30 0.000 219.88 0.162 0.160 0.160
86.33 0.000 219.88 0.162 0.160 0.160
86.37 0.000 219.88 0.162 0.160 0.160
86.40 0.000 219.88 0.162 0.160 0.160
86.43 0.000 219.88 0.162 0.160 0.160
86.47 0.000 219.88 0.162 0.160 0.160
86.50 0.000 219.88 0.162 0.160 0.160
86.53 0.000 219.88 0.162 0.160 0.160
86.57 0.000 219.88 0.162 0.160 0.160
86.60 0.000 219.88 0.162 0.160 0.160
86.63 0.000 219.88 0.162 0.160 0.160
86.67 0.000 219.88 0.162 0.160 0.160
86.70 0.000 219.88 0.162 0.160 0.160
86.73 0.000 219.88 0.161 0.159 0.159
86.77 0.000 219.88 0.161 0.159 0.159
Continues on next page...

82
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
86.80 0.000 219.88 0.161 0.159 0.159
86.83 0.000 219.87 0.161 0.159 0.159
86.87 0.000 219.87 0.161 0.159 0.159
86.90 0.000 219.87 0.161 0.159 0.159
86.93 0.000 219.87 0.161 0.159 0.159
86.97 0.000 219.87 0.161 0.159 0.159
87.00 0.000 219.87 0.161 0.159 0.159
87.03 0.000 219.87 0.161 0.159 0.159
87.07 0.000 219.87 0.161 0.159 0.159
87.10 0.000 219.87 0.161 0.159 0.159
87.13 0.000 219.87 0.161 0.159 0.159
87.17 0.000 219.87 0.161 0.159 0.159
87.20 0.000 219.87 0.161 0.159 0.159
87.23 0.000 219.87 0.161 0.159 0.159
87.27 0.000 219.87 0.161 0.159 0.159
87.30 0.000 219.87 0.161 0.159 0.159
87.33 0.000 219.87 0.161 0.159 0.159
87.37 0.000 219.87 0.161 0.159 0.159
87.40 0.000 219.87 0.161 0.159 0.159
87.43 0.000 219.87 0.161 0.159 0.159
87.47 0.000 219.87 0.161 0.159 0.159
87.50 0.000 219.87 0.161 0.159 0.159
87.53 0.000 219.87 0.161 0.159 0.159
87.57 0.000 219.87 0.161 0.159 0.159
87.60 0.000 219.87 0.161 0.158 0.158
87.63 0.000 219.87 0.161 0.158 0.158
87.67 0.000 219.87 0.161 0.158 0.158
87.70 0.000 219.87 0.161 0.158 0.158
Continues on next page...

83
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
87.73 0.000 219.87 0.161 0.158 0.158
87.77 0.000 219.86 0.161 0.158 0.158
87.80 0.000 219.86 0.161 0.158 0.158
87.83 0.000 219.86 0.161 0.158 0.158
87.87 0.000 219.86 0.161 0.158 0.158
87.90 0.000 219.86 0.161 0.158 0.158
87.93 0.000 219.86 0.161 0.158 0.158
87.97 0.000 219.86 0.161 0.158 0.158
88.00 0.000 219.86 0.161 0.158 0.158
88.03 0.000 219.86 0.161 0.158 0.158
88.07 0.000 219.86 0.161 0.158 0.158
88.10 0.000 219.86 0.161 0.158 0.158
88.13 0.000 219.86 0.161 0.158 0.158
88.17 0.000 219.86 0.161 0.158 0.158
88.20 0.000 219.86 0.161 0.158 0.158
88.23 0.000 219.86 0.161 0.158 0.158
88.27 0.000 219.86 0.161 0.158 0.158
88.30 0.000 219.86 0.161 0.158 0.158
88.33 0.000 219.86 0.161 0.158 0.158
88.37 0.000 219.86 0.161 0.158 0.158
88.40 0.000 219.86 0.161 0.158 0.158
88.43 0.000 219.86 0.161 0.158 0.158
88.47 0.000 219.86 0.161 0.157 0.157
88.50 0.000 219.86 0.161 0.157 0.157
88.53 0.000 219.86 0.161 0.157 0.157
88.57 0.000 219.86 0.161 0.157 0.157
88.60 0.000 219.86 0.161 0.157 0.157
88.63 0.000 219.86 0.161 0.157 0.157
Continues on next page...

84
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
88.67 0.000 219.86 0.161 0.157 0.157
88.70 0.000 219.85 0.161 0.157 0.157
88.73 0.000 219.85 0.161 0.157 0.157
88.77 0.000 219.85 0.161 0.157 0.157
88.80 0.000 219.85 0.161 0.157 0.157
88.83 0.000 219.85 0.161 0.157 0.157
88.87 0.000 219.85 0.161 0.157 0.157
88.90 0.000 219.85 0.161 0.157 0.157
88.93 0.000 219.85 0.161 0.157 0.157
88.97 0.000 219.85 0.161 0.157 0.157
89.00 0.000 219.85 0.161 0.157 0.157
89.03 0.000 219.85 0.161 0.157 0.157
89.07 0.000 219.85 0.161 0.157 0.157
89.10 0.000 219.85 0.161 0.157 0.157
89.13 0.000 219.85 0.161 0.157 0.157
89.17 0.000 219.85 0.161 0.157 0.157
89.20 0.000 219.85 0.161 0.157 0.157
89.23 0.000 219.85 0.161 0.157 0.157
89.27 0.000 219.85 0.161 0.157 0.157
89.30 0.000 219.85 0.161 0.157 0.157
89.33 0.000 219.85 0.161 0.156 0.156
89.37 0.000 219.85 0.161 0.156 0.156
89.40 0.000 219.85 0.161 0.156 0.156
89.43 0.000 219.85 0.161 0.156 0.156
89.47 0.000 219.85 0.161 0.156 0.156
89.50 0.000 219.85 0.161 0.156 0.156
89.53 0.000 219.85 0.161 0.156 0.156
89.57 0.000 219.85 0.161 0.156 0.156
Continues on next page...

85
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
89.60 0.000 219.85 0.161 0.156 0.156
89.63 0.000 219.85 0.161 0.156 0.156
89.67 0.000 219.84 0.161 0.156 0.156
89.70 0.000 219.84 0.161 0.156 0.156
89.73 0.000 219.84 0.161 0.156 0.156
89.77 0.000 219.84 0.161 0.156 0.156
89.80 0.000 219.84 0.161 0.156 0.156
89.83 0.000 219.84 0.161 0.156 0.156
89.87 0.000 219.84 0.161 0.156 0.156
89.90 0.000 219.84 0.161 0.156 0.156
89.93 0.000 219.84 0.161 0.156 0.156
89.97 0.000 219.84 0.161 0.156 0.156
90.00 0.000 219.84 0.161 0.156 0.156
90.03 0.000 219.84 0.161 0.156 0.156
90.07 0.000 219.84 0.160 0.156 0.156
90.10 0.000 219.84 0.160 0.156 0.156
90.13 0.000 219.84 0.160 0.156 0.156
90.17 0.000 219.84 0.160 0.156 0.156
90.20 0.000 219.84 0.160 0.156 0.155
90.23 0.000 219.84 0.160 0.155 0.155
90.27 0.000 219.84 0.160 0.155 0.155
90.30 0.000 219.84 0.160 0.155 0.155
90.33 0.000 219.84 0.160 0.155 0.155
90.37 0.000 219.84 0.160 0.155 0.155
90.40 0.000 219.84 0.160 0.155 0.155
90.43 0.000 219.84 0.160 0.155 0.155
90.47 0.000 219.84 0.160 0.155 0.155
90.50 0.000 219.84 0.160 0.155 0.155
Continues on next page...

86
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
90.53 0.000 219.84 0.160 0.155 0.155
90.57 0.000 219.84 0.160 0.155 0.155
90.60 0.000 219.84 0.160 0.155 0.155
90.63 0.000 219.83 0.160 0.155 0.155
90.67 0.000 219.83 0.160 0.155 0.155
90.70 0.000 219.83 0.160 0.155 0.155
90.73 0.000 219.83 0.160 0.155 0.155
90.77 0.000 219.83 0.160 0.155 0.155
90.80 0.000 219.83 0.160 0.155 0.155
90.83 0.000 219.83 0.160 0.155 0.155
90.87 0.000 219.83 0.160 0.155 0.155
90.90 0.000 219.83 0.160 0.155 0.155
90.93 0.000 219.83 0.160 0.155 0.155
90.97 0.000 219.83 0.160 0.155 0.155
91.00 0.000 219.83 0.160 0.155 0.155
91.03 0.000 219.83 0.160 0.155 0.155
91.07 0.000 219.83 0.160 0.155 0.155
91.10 0.000 219.83 0.160 0.154 0.154
91.13 0.000 219.83 0.160 0.154 0.154
91.17 0.000 219.83 0.160 0.154 0.154
91.20 0.000 219.83 0.160 0.154 0.154
91.23 0.000 219.83 0.160 0.154 0.154
91.27 0.000 219.83 0.160 0.154 0.154
91.30 0.000 219.83 0.160 0.154 0.154
91.33 0.000 219.83 0.160 0.154 0.154
91.37 0.000 219.83 0.160 0.154 0.154
91.40 0.000 219.83 0.160 0.154 0.154
91.43 0.000 219.83 0.160 0.154 0.154
Continues on next page...

87
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
91.47 0.000 219.83 0.160 0.154 0.154
91.50 0.000 219.83 0.160 0.154 0.154
91.53 0.000 219.83 0.160 0.154 0.154
91.57 0.000 219.83 0.160 0.154 0.154
91.60 0.000 219.82 0.160 0.154 0.154
91.63 0.000 219.82 0.160 0.154 0.154
91.67 0.000 219.82 0.160 0.154 0.154
91.70 0.000 219.82 0.160 0.154 0.154
91.73 0.000 219.82 0.160 0.154 0.154
91.77 0.000 219.82 0.160 0.154 0.154
91.80 0.000 219.82 0.160 0.154 0.154
91.83 0.000 219.82 0.160 0.154 0.154
91.87 0.000 219.82 0.160 0.154 0.154
91.90 0.000 219.82 0.160 0.154 0.154
91.93 0.000 219.82 0.160 0.154 0.154
91.97 0.000 219.82 0.160 0.154 0.154
92.00 0.000 219.82 0.160 0.153 0.153
...End

4/15/24,3:24 PM ECMDS 7.0
NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
SPILLWAY ANALYSIS
>>>Grass Spillway
Name Grass Spillway
Discharge 15.34
Peak Flow Period 2
Channel Slope 0.33
Channel Bottom Width 10
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type Mix(Sod and Bunch)
Vegetation Density Very Good 80-95%
Soil Type Sandy Loam(GM)
Shoremax - Class C - Mix (Sod & Bunch) - Very Good 80-95%
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Shoremax w/ Straight 15.34 cfs 9.47 ft/s 0.16 ft 0.026 8.5 lbs/ft2 3.28 lbs/ft2 2.59 STABLE F
P300
Unvegetated
Underlying Straight 15.34 cfs 9.47 ft/s 0.16 ft 0.026 5.68 lbs/ft2 3.19 lbs/ft2 1.78 STABLE F
Substrate
Shoremax w/ Straight 15.34 cfs 8.89 ft/s 0.17 ft 0.029 14 lbs/ft2 3.48 Ibs/ft2 4.02 STABLE F
P300 Reinforced
Vegetation
Underlying Straight 15.34 cfs 8.89 ft/s 0.17 ft 0.029 8.5 lbs/ft2 3.38 lbs/ft2 2.51 STABLE F
Substrate
https://ecmds.com/project/153509/spillway-analysis/263957/show 1/1

EROSION CONTROL CALCS (RIP-RAP CALCULATIONS)
Project Information
Project Name: Turnberry West Phase 2
Project#: 220164-01-012
Designed by: MCB Date: 4/12/2024
Revised by: Date:
Checked by: Date:
Rip-Rap Apron-Wet Pond#1
Pipe Diameter d= 15
Pipe Slope s= 1.2 %
Manning's number n= 0.013
Flow Q= 3.496 cfs
Velocity V= 5.73 ft/s
Dissipator Dimensions* Zone= 1
Stone Filling Class= A
Entry Width(2 X Do)= 2.5 ft
Length(4 X Do)= 5.0 ft
Width(La+Do)= 6.3 ft
Min.Thickness= 12 inches
Min.Stone Diameter= 3 inches
1 5.0
*All units are in feet
**Dissipator pad designed for full flow of pipe
2.5 6.3
*All units are in feet
**Dissipator pad designed for full flow of pipe
RIP-RAP.xls 4/12/2024 Page 1 of 1

Hydraflow Storm Sewers Extension for Autodesk® Civil 3D® Plan
2
1
Outfall Outfall Outfall
Project File: Rip-Rap.stm Number of lines:3 Date:4/12/2024
Storm Sewers v2022.00

Hydraulic Grade Line Computations Page 1
Line Size Q Downstream Len Upstream Check JL Minor
coeff loss
Invert HGL Depth Area Vel Vel EGL Sf Invert HGL Depth Area Vel Vel EGL Sf Ave Enrgy
elev elev head elev elev elev head elev Sf loss
(in) (cfs) (ft) (ft) (ft) (sgft) (ft/s) (ft) (ft) (%) (ft) (ft) (ft) (ft) (sgft) (ft/s) (ft) (ft) (%) (%) (ft) (K) (ft)
1 15 3.50 218.50 219.12 0.62 0.61 5.73 0.32 219.44 0.000 42.000 219.00 219.75 0.75** 0.77 4.52 0.32 220.07 0.000 0.000 n/a 1.00 0.32
2 18 7.67 226.00 227.12 1.12* 1.42 5.41 0.45 227.58 0.645 155.000227.00 228.12 1.12 1.42 5.41 0.46 228.58 0.646 0.645 1.000 1.00 0.46
3 15 2.58 230.00 230.34 0.34* 0.27 9.63 0.26 230.59 0.000 48.000 233.00 233.64 0.64** 0.64 4.06 0.26 233.90 0.000 0.000 n/a 1.00 0.26
Project File: Rip-Rap.stm Number of lines:3 Run Date: 4/12/2024
Notes:*Normal depth assumed;"Critical depth. ; c=cir e=ellip b=box
Storm Sewers v2022.00

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STAGE/STORAGE TABLE
STAGE (FT) ELEVATION (FT) CONTOUR AREA INCREMENTAL TOTAL STORAGE
(SF) STORAGE (CF) (CF)
0.0 219.0 51,370 0 0
1.0 220.0 56,910 54,140 54,140
1.4 220.4 57,200 22,822 76,962 (WQV)
2.0 221.0 59,820 35,106 112,068
3.0 222.0 64,490 62,155 174,223
4.0 223.0 68,360 66,425 240,648
1STORM WATER MANAGEMENT DESIGN WET DETENTION POND:
RIVER BASIN: CAPE FEAR
RECEIVING STREAM: BEAVER CREEK
STREAM INDEX: 18-31-19-5
STREAM CLASS: C
HUC: 0303000406
PROJECT COORDINATES: 34.99472°N, -79.148693°W
POND DESIGN SUMMARY
DRAINAGE AREA TO POND: 20.82 ACRES
SITE IMPERVIOUS AREA TO POND: 10.38 ACRES
OFF-SITE DESIGN IMPERVIOUS AREA TO POND: 0.05 ACRES
TOTAL DESIGN IMPERVIOUS AREA TO POND: 10.73 ACRES
PRE-DEVELOPED POST-DEVELOPED POST DEVELOPED
TO POND TO POND THROUGH POND
DRAINAGE AREA: 11.61 AC 20.82 AC
CURVE NUMBER: 51.2 77.8
TIME OF CONCENTRATION: 38.0 MIN 5 MIN
1.0" STORM EVENT: 0.342 CFS 0.012 CFS
1-YEAR STORM EVENT: 0.217 CFS 40.59 CFS 0.203 CFS
2-YEAR STORM EVENT: 0.935 CFS 57.17 CFS 0.681 CFS
10-YEAR STORM EVENT: 6.029 CFS 107.14 CFS 3.496 CFS
100-YEAR STORM EVENT: 20.36 CFS 191.96 CFS 15.34 CFS

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HERBACEOUS PLANTS SHALLOW WATER ZONE
HERBACEOUS PLANTS
POND
(NORMAL POOL)
1 I_
6
TYPICAL LITTORAL SHELF VEGETATION
SCALE: N.T.S.
SCIENTIFIC NAME COMMON NAME PLANTING ZONE QUANTITY NURSERTONTAINER SPACING PLANTING SEASON
Asclepius Incomato YPE
Swamp Milkweed Quill
sedge
Carex tenera Quill Sedge
Chelone glabra White Turtlehead
Eupatoriadelphus dubius Dward Joe Pye Weed
Eupatoriadelphus fistulosus Joe Pye Weed
Eupotoriodelphus maculatus Spotted Trumpetweed
Hibiscus coccineus Scarlet rosemollow
SHALLOW LAND 705
Hibiscus laevis Halberdleaf rosemollow
Kosteletzyka virginica Seashore Mallow
Lobelia cardinalis Cardinal Flower
Lobelia elongata Longleaf Lobelia
Lobelia siphilitica Greot blue Lobelia
Rhynchospora colorato Starrush whitetop
Saccharum baldwinii Narrow plumegross
Acorus americanus Sweetflag
PEAT POT 6' O.C. SPRING/SUMMER
Alisma subcordatum Water Plantain
Hydrolea quadrivalvis Waterpod
Iris virginica Waterpod Blue flag iris
Juncus effusus var. pyiaei or solutus Softrush
Ludwigia spp. Primrose willow
Peltandra virginica Arrow Drum
Pontederia cordata Pickerelweed
SHALLOW WATER 705
Sogittoria lotifolia Duck Potato
Sagittaria lancifolia Bulltoungue
Soururus cernuus Lizard's tail
Schoenoplectus tabemaemontani Soft stem bulrush
Schoenopleatus omericanus Three—square bulrush
Schoenoplectus pungens var.
pungens
Scirpus cyperinus Woolgrass
Zizaniopsis miliacea Giant cutgrass

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GRAPHIC SCALE
PLAN VIEW
so a u w 100 uo
( IN FEET)
1 inch= 50 ft. J
PROP 0, c, N o o^ o
GRADE h ui c6 co a a
®i N N N N N N
EX °Nc vT o o
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GRADE ui cd cd a a
®`[ N N N N N (`1
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OUTLET CONTROL STRUCTURE-,
12 I'm &I 11' II F1I
TOP OF
__ ---- D O- SLOPE) EiEBANKNENi=Z23
225 `- - l T€�sosasrvooL % J --_ 225
3:1 SLOPEf EEMPORARA
"„ ��, '.1:TOPE
220 — — _ r . -4"_,'� - . _ � \ 220
PERLIMENT POOL 1 -119.0
INI h I F'IYL� ,
215 J 215
h0NLMAY LN TRANCE I ''-1 i°HOPE®1.9%
DEEPER THAN EXIT
• • BOTTOM.. .
yF SEDIMENT STORAGE=215.0 FOREBAY IR=210.0
21 0 - BOTTOM OF OND(TOP OF SEDIMENT STORAGE)215.0 21 0
A_ B°TTC'DF,MDT STna.fY 21dn
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00
WET POND 1 PROFILE VIEW
HORIZONTAL SCALE: 1"=50'
VERTICAL SCALE: 1"=5'

Bowman
NORTH CAROLINA
APPENDIX D
Wet Pond #3 Calculations
CN Values
Wet Pond Design
Hydrographs
Spillway Design
Rip-Rap Apron Calculations
Stormwater Management Details
Turnberry South Phase 2 -Storm water Design Report 9 I P a g e

Bowman North Carolina, Ltd.
Turnberry South, Hoke County, NC
Curve Number Calculation (CN)
Pre-Developed Conditions(Bio-Retention Pond #2)
Drainage Area(acres): 20.73
Existing Soil Groups:
Soil Group Map Symbol Soil Description Acres Percent of DA
A NoB/WaB Norfolk/Wagram Loamy Sand 15.67 76%
B GoA Goldsboro Loamy Sand 5.06 24%
Existing Land Uses:
Land Use Description Existing Soil Group Acres Curve# Weighted CN
Wooded -Good Stand A 15.67 50 37.8
Wooded -Good Stand B 5.06 63 15.4
Cumulative Curve#= 53.2

Bowman North Carolina, Ltd.
Turnberry South, Hoke County, NC
Curve Number Calculation (CN)
Post-Developed Conditions(Bio-Retention Pond #2)
Drainage Area(acres): 15.18
Existing Soil Groups:
Soil Group Map Symbol Soil Description Acres Percent of DA
A NoB/WaB Norfolk/Wagram Loamy Sand 12.79 84%
B GoA Goldsboro Loamy Sand 2.39 16%
Existing Land Uses:
Land Use Description Existing Soil Group Acres Curve# Weighted CN
Open Space-Good Condition A 7.02 55 25.4
Open Space-Good Condition B 1.54 68 6.9
Impervious Area 6.63 98 42.8
Cumulative Curve#= 75.1

Proposed Wet Pond #2
Project Information
Project Name: Turnberry South, Phase 2
Project#: 220164-01-012
Designed by: MCB Date: 4/11/2024
Revised by: MCB Date: 8/5/2024
Checked by: Date:
Site Information
Sub Area Location: Drainage To Proposed Wet Pond
Drainage Area (DA) = 15.18 Acres 661,365 sf
Impervious Area (IA) = 6.63 Acres 288,601 sf
Percent Impervious (I) = 43.64 %
Required Surface Area
Permament Pool Depth: 3.55 ft
SA/DA= 1.456
Min Req'd Surface Area = 9,632 sf(at Permanent Pool)
Required WQv Storage Volume
Design Storm = 1 inch Non-Coastal County
Determine Rv Value = 0.05 + .009 (I) = 0.443 in/in
Storage Volume Required = 24,401 cf(above Permanent Pool)
Elevations
Top of Pond Elevation = 232.00 ft
Temporary Pool Elevation = 228.10 ft
Permanent Pool Elevation = 227.00 ft
Shelf Begining Elevation = 226.50 ft
Forebay Weir= 226.00 ft
Shelf Ending Elevation = 227.50 ft
Bottom Elevation = 223.00 ft
Permanent Pool Area
Area @ Top of Permanent Pool = 21,930 sf
Volume of Temporary Storage = 47,828 cf
Is Permenant Pool Surface Area Sufficient(yes/no)? Yes ( 21930 > 9632 ) sf
Volume of Storage for Design Storm = 47,828 Yes ( 47828 > 24401 ) cf

Incremental Drawdown Time
STORMWATER POND
INCREMENTAL DRAWDOWN METHOD-Water Quality Volume
Project Information
Project Name: Turnberry South,Phase 2
Project#: 220164-01-012
Designed by: MCB Date: 4/11/2024
Revised by: MCB Date: 8/5/2024
Checked by: Date:
Water Quality Orifice
Incremental Determination of Water Quality Volume Drawdown Time
Zone 3 Q3=0.0437 CD`D2(Z-D/24-Ei)^(1'2)
•
Zone 2 Q2=0.372 CD*D*(Z-Ei)^i3/2)
♦
Zone1 Q1=0
Orifice Diameter(D)= 2.5 in
Cd= 0.6
Ei= 227 Orifice Inv.
Zone 1 Range= 0.00 to 227
Zone 2 Range= 227 to 227.1
Zone 3 Range= 227.1 to 228.1
Incremental Drawdown Method
Countour Contour Incremental Stage,Z Zone Q Drawdown Time
Area Volume
sq ft cu ft ft cfs min
227.00 10,490 0 0.00 2.00 0.000 --
227.50 43,550 21,010 0.50 3.00 0.103 3,396
228.00 45,460 22,253 1.00 3.00 0.155 2,391
228.10 45,840 4,565 0.60 3.00 0.164 465
Total -- 47,828 -- -- -- 6,253
Drawdown Time=Incremental Volume/Q/60sec/min
Summary
Total Volume= 47,828 cf
Total Time= 6,253 min
Total Time= 4.34 days
8/6/2024 Pond#2.xls 1 of 1

Main-Pond Contours-Volumes
Elevation Main-Pond Incremental Vol. Accumulated Vol. Description
227 30,140 14,528 99,833 A2(Perm_Pool)
226.5 27,970 13,720 85,305 Al (Bottom_Shelf)
226 26,910 25,875 71,585
225 24,840 23,840 45,710
224 22,840 21,870 21,870
223 20,900 0 0 A3 (Bottom_Pond)
Forebay Contours-Volumes
Elevation FBI FB2 FB3 Total-Areas Incremental Vol. Accumulated Vol.
227 9,590 9,590 4,595 18,520
226.5 8,790 8,790 4,200 13,925
226 8,010 8,010 7,280 9,725
225 6,550 6,550 2,445 2,445
224.5 3,230 3,230 0 0
Forebay Volume 18.6% *Between 15%&20%
Average Depth (Option 1) 3.05 *At least 3'average depth
Average Depth Calculation (Option 2)
Vpp 99,833
permeter of shelf 720
width of shelf 3
Al (Bottom_Shelf): 27,970
Average Depth = 3.55

Proposed Wet Pond
Project Information
Project Name: Turnberry South, Phase 2
Project#: 220164-01-012
Designed by: MCB Date: 3/14/2024
Revised by: MCB Date: 8/5/2024
Checked by: Date:
Site Information
Sub Area Location: Drainage to Proposed Pond
Drainage Area (DA) = 15.18 Acres
Impervious Area (IA) = 6.63 Acres
Percent Impervious (I) = 43.64 % (Drainage Area)
Orifice Sizing
Orifice Size = 2.50 in (Diameter)
Drawdown Time = 4.34 days (Incremental Draw Down Method)
less than 5 days (yes/no) ? yes
greater than 2 day(yes/no) ? yes
Anti-Flotation Device
4'x 4' Outlet Structure
Area: 16.0 sf
Volume: 144.0 cf (Water Displaced -Top of Pond to Bottom of Pond)
Weight: 8986 lbs
Factor of Safety 1.20
WT Req'd of Anti-Flotation Device: 10782.7 lbs
Volume of Concrete Req'd: 71.9 cf (Unit WT of Concrete = 150 pcf)
Volume Provided: 77.5 cf (4'x4' riser x 2.5' =40 sf, 5'x5'footing x 1.5' =37.5cf)

1
Hydrograph Summary Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 0.652 2 774 12,236 Pre-Developed-Overall Site
2 SCS Runoff 25.59 2 718 51,270 Post Developed to Pond
3 Reservoir 0.154 2 1444 36,335 2 228.04 45,137 Post Through Pond
5 SCS Runoff 0.175 2 360 1,605 1.0 Post-Developed to Pond
6 Reservoir 0.004 2 368 835 5 227.04 1,588 Post Through Pond
Pond#2.gpw Return Period: 1 Year Tuesday, 08/6/2024

2
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,08/6/2024
Hyd. No. 1
Pre-Developed-Overall Site
Hydrograph type = SCS Runoff Peak discharge = 0.652 cfs
Storm frequency = 1 yrs Time to peak = 12.90 hrs
Time interval = 2 min Hyd. volume = 12,236 cuft
Drainage area = 20.730 ac Curve number = 53.2
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = TR55 Time of conc. (Tc) = 47.50 min
Total precip. = 3.04 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Pre-Developed-Overall Site
Q (cfs) Hyd. No. 1 -- 1 Year Q (cfs)
1.00 - 1.00
0.90 0.90
0.80 0.80
0.70 0.70
0.60 0.60
0.50 0.50
0.40 - 0.40
0.30 - 0.30
0.20 0.20
0.10 0.10
0.00 -. '- 0.00
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Hyd No. 1 Time (hrs)

3
TR55 Tc Worksheet
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022
Hyd. No. 1
Pre-Developed-Overall Site
Description A B C Totals
Sheet Flow
Manning's n-value = 0.400 0.011 0.011
Flow length (ft) = 100.0 0.0 0.0
Two-year 24-hr precip. (in) = 3.68 0.00 0.00
Land slope (%) = 0.50 0.00 0.00
Travel Time (min) = 34.86 + 0.00 + 0.00 = 34.86
Shallow Concentrated Flow
Flow length (ft) = 1290.00 0.00 0.00
Watercourse slope (%) = 1.12 0.00 0.00
Surface description = Unpaved Paved Paved
Average velocity (ft/s) =1.71 0.00 0.00
Travel Time (min) = 12.59 + 0.00 + 0.00 = 12.59
Channel Flow
X sectional flow area (sqft) = 0.00 0.00 0.00
Wetted perimeter(ft) = 0.00 0.00 0.00
Channel slope (%) = 0.00 0.00 0.00
Manning's n-value = 0.015 0.015 0.015
Velocity (ft/s) =0.00
0.00
0.00
Flow length (ft) ({0})0.0 0.0 0.0
Travel Time (min) = 0.00 + 0.00 + 0.00 = 0.00
Total Travel Time, Tc 47.50 min

4
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,08/6/2024
Hyd. No. 2
Post Developed to Pond
Hydrograph type = SCS Runoff Peak discharge = 25.59 cfs
Storm frequency = 1 yrs Time to peak = 11.97 hrs
Time interval = 2 min Hyd. volume = 51,270 cuft
Drainage area = 15.180 ac Curve number = 75.1
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 3.04 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Post Developed to Pond
Q (cfs) Hyd. No. 2 -- 1 Year Q (cfs)
28.00 28.00
24.00 24.00
20.00 20.00
16.00 I
16.00
12.00 12.00
8.00 8.00
4.00 4.00
0.00 -j ... 1 0.00
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Hyd No. 2 Time (hrs)

5
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,08/6/2024
Hyd. No. 3
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 0.154 cfs
Storm frequency = 1 yrs Time to peak = 24.07 hrs
Time interval = 2 min Hyd. volume = 36,335 cuft
Inflow hyd. No. = 2 - Post Developed to Pond Max. Elevation = 228.04 ft
Reservoir name = Wet Pond Max. Storage = 45,137 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) Hyd. No. 3 -- 1 Year Q (cfs)
28.00 28.00
24.00 24.00
20.00 20.00
16.00 16.00
12.00 12.00
8.00 8.00
4.00 4.00
irill1111
0.00 0.00
0 10 20 30 40 50 60 70 80 90 100
Time (hrs)
Hyd No. 3 Hyd No. 2 I I Total storage used =45,137 cuft

Pond Report 6
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,08/6/2024
Pond No. 1 - Wet Pond
Pond Data
Contours-User-defined contour areas.Average end area method used for volume calculation. Begining Elevation=227.00 ft
Stage/Storage Table
Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cuft) Total storage(cuft)
0.00 227.00 40,490 0 0
0.50 227.50 43,550 21,010 21,010
1.00 228.00 45,460 22,253 43,263
1.10 228.10 45,840 4,565 47,828
2.00 229.00 49,330 42,827 90,654
3.00 230.00 54,000 51,665 142,319
4.00 231.00 56,690 55,345 197,664
5.00 232.00 59,450 58,070 255,734
Culvert/Orifice Structures Weir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]
Rise(in) = 18.00 2.50 Inactive Inactive Crest Len(ft) = 2.00 14.00 10.00 Inactive
Span(in) = 18.00 2.50 0.00 0.00 Crest El.(ft) = 228.10 228.80 229.50 0.00
No.Barrels = 1 1 0 0 Weir Coeff. = 3.33 2.60 3.33 3.33
Invert El.(ft) = 227.00 227.00 0.00 0.00 Weir Type = Rect Broad Ciplti ---
Length(ft) = 115.00 0.50 0.00 0.00 Multi-Stage = Yes Yes No No
Slope(%) = 0.87 1.00 0.00 n/a
N-Value = .013 .013 .013 n/a
Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(in/hr) = 0.000(by Contour)
Multi-Stage = n/a Yes No No TW Elev.(ft) = 0.00
Note:Culvert/Orifice outflows are analyzed under inlet(ic)and outlet(oc)control. Weir risers checked for orifice conditions(ic)and submergence(s).
Stage(ft) Stage/ Discharge Elev(ft)
5.00 232.00
4.00 231.00
3.00 230.00
2.00 229.00
1.00 228.00
0.00 227.00
0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0
Total Q Discharge(cfs)

7
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,08/6/2024
Hyd. No. 5
1.0 Post-Developed to Pond
Hydrograph type = SCS Runoff Peak discharge = 0.175 cfs
Storm frequency = 1 yrs Time to peak = 6.00 hrs
Time interval = 2 min Hyd. volume = 1,605 cuft
Drainage area = 15.180 ac Curve number = 75.1
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 1.00 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs Shape factor = 484
1.0 Post-Developed to Pond
Q (cfs) Hyd. No. 5 -- 1 Year Q (cfs)
0.50 0.50
0.45 0.45
0.40 0.40
0.35 0.35
0.30 0.30
0.25 0.25
0.20 0.20
0.15 0.15
0.10 0.10
0.05 0.05
0.00 - 1.0 2.0 3.04.05.0 Tb
7.0
Hyd No. 5 Time (hrs)

8
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,08/6/2024
Hyd. No. 6
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 0.004 cfs
Storm frequency = 1 yrs Time to peak = 6.13 hrs
Time interval = 2 min Hyd. volume = 835 cuft
Inflow hyd. No. = 5 - 1.0 Post-Developed to Pond/lax. Elevation = 227.04 ft
Reservoir name = Wet Pond Max. Storage = 1,588 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) Hyd. No. 6 -- 1 Year Q (cfs)
0.50 0.50
0.45 0.45
0.40 0.40
0.35 0.35
0.30 - 0.30
0.25 0.25
0.20 0.20
0.15 0.15
0.10 0.10
0.05 0.05
0.00 0.00
0 10 20 30 40 50 60 70 80 90 100
Time (hrs)
Hyd No. 6 Hyd No. 5 11 1 1 1 1 1 11 Total storage used = 1,588 cuft

Pond Report 9
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,08/6/2024
Pond No. 1 - Wet Pond
Pond Data
Contours-User-defined contour areas.Average end area method used for volume calculation. Begining Elevation=227.00 ft
Stage/Storage Table
Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cuft) Total storage(cuft)
0.00 227.00 40,490 0 0
0.50 227.50 43,550 21,010 21,010
1.00 228.00 45,460 22,253 43,263
1.10 228.10 45,840 4,565 47,828
2.00 229.00 49,330 42,827 90,654
3.00 230.00 54,000 51,665 142,319
4.00 231.00 56,690 55,345 197,664
5.00 232.00 59,450 58,070 255,734
Culvert/Orifice Structures Weir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]
Rise(in) = 18.00 2.50 Inactive Inactive Crest Len(ft) = 2.00 14.00 10.00 Inactive
Span(in) = 18.00 2.50 0.00 0.00 Crest El.(ft) = 228.10 228.80 229.50 0.00
No.Barrels = 1 1 0 0 Weir Coeff. = 3.33 2.60 3.33 3.33
Invert El.(ft) = 227.00 227.00 0.00 0.00 Weir Type = Rect Broad Ciplti ---
Length(ft) = 115.00 0.50 0.00 0.00 Multi-Stage = Yes Yes No No
Slope(%) = 0.87 1.00 0.00 n/a
N-Value = .013 .013 .013 n/a
Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(in/hr) = 0.000(by Contour)
Multi-Stage = n/a Yes No No TW Elev.(ft) = 0.00
Note:Culvert/Orifice outflows are analyzed under inlet(ic)and outlet(oc)control. Weir risers checked for orifice conditions(ic)and submergence(s).
Stage(ft) Stage/ Discharge Elev(ft)
5.00 232.00
4.00 231.00
3.00 230.00
2.00 229.00
1.00 228.00
0.00 227.00
0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0
Total Q Discharge(cfs)

10
Hydrograph Summary Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 2.180 2 756 25,890 Pre-Developed-Overall Site
2 SCS Runoff 37.11 2 718 74,250 Post Developed to Pond
3 Reservoir 0.610 2 1122 55,874 2 228.26 55,658 Post Through Pond
5 SCS Runoff 0.000 2 n/a 0 1.0 Post-Developed to Pond
6 Reservoir 0.000 2 n/a 0 5 227.00 0.000 Post Through Pond
Pond#2.gpw Return Period: 2 Year Tuesday, 08/6/2024

11
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,08/6/2024
Hyd. No. 1
Pre-Developed-Overall Site
Hydrograph type = SCS Runoff Peak discharge = 2.180 cfs
Storm frequency = 2 yrs Time to peak = 12.60 hrs
Time interval = 2 min Hyd. volume = 25,890 cuft
Drainage area = 20.730 ac Curve number = 53.2
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = TR55 Time of conc. (Tc) = 47.50 min
Total precip. = 3.68 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Pre-Developed-Overall Site
Q (cfs) Hyd. No. 1 -- 2 Year Q (cfs)
3.00 - 3.00
2.00 2.00
1.00 1.00
0.00 - - 0.00
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Hyd No. 1 Time (hrs)

12
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,08/6/2024
Hyd. No. 2
Post Developed to Pond
Hydrograph type = SCS Runoff Peak discharge = 37.11 cfs
Storm frequency = 2 yrs Time to peak = 11.97 hrs
Time interval = 2 min Hyd. volume = 74,250 cuft
Drainage area = 15.180 ac Curve number = 75.1
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 3.68 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Post Developed to Pond
Q (cfs) Hyd. No. 2 -- 2 Year Q (cfs)
40.00 40.00
30.00 30.00
E
20.00 20.00
10.00 10.00
0.00 - 0.00
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Time (hrs)
— Hyd No. 2

13
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,08/6/2024
Hyd. No. 3
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 0.610 cfs
Storm frequency = 2 yrs Time to peak = 18.70 hrs
Time interval = 2 min Hyd. volume = 55,874 cuft
Inflow hyd. No. = 2 - Post Developed to Pond Max. Elevation = 228.26 ft
Reservoir name = Wet Pond Max. Storage = 55,658 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) Hyd. No. 3 -- 2 Year Q (cfs)
40.00 40.00
30.00 30.00
20.00 20.00
10.00 10.00
0.00 — 0.00
0 10 20 30 40 50 60 70 80 90 100
Time (hrs)
— Hyd No. 3 — Hyd No. 2 1111111 I Total storage used = 55,658 cuft

14
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,08/6/2024
Hyd. No. 5
1.0 Post-Developed to Pond
Hydrograph type = SCS Runoff Peak discharge = 0.000 cfs
Storm frequency = 2 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Drainage area = 15.180 ac Curve number = 75.1
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 0.00 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs Shape factor = 484
1.0 Post-Developed to Pond
Q (cfs) Hyd. No. 5 -- 2 Year Q (cfs)
0.10 0.10
0.09 I 0.09
0.08 0.08
0.07 0.07
0.06 - 0.06
0.05 0.05
0.04 0.04
0.03 0.03
0.02 0.02
0.01 0.01
0.00 - - 0.00
0.0 0.3 0.7 1.0 1.3 1.7 2.0
Hyd No. 5 Time (hrs)

15
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,08/6/2024
Hyd. No. 6
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 2 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Inflow hyd. No. = 5 - 1.0 Post-Developed to Pon(Max. Elevation = 227.00 ft
Reservoir name = Wet Pond Max. Storage = 0 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) Hyd. No. 6 -- 2 Year Q (cfs)
0.10 - 0.10
0.09 0.09
0.08 0.08
0.07 0.07
0.06 0.06
0.05 0.05
0.04 0.04
0.03 0.03
0.02 0.02
0.01 0.01
0.00 - 0.00
0 10 20 30 40 50 60 70 80 90 100
Time (hrs)
Hyd No. 6 Hyd No. 5 11 1 1 1 1 1 11 Total storage used = 0 cuft

16
Hydrograph Summary Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 11.08 2 746 81,695 Pre-Developed-Overall Site
2 SCS Runoff 72.06 2 716 145,666 Post Developed to Pond
3 Reservoir 4.021 2 776 126,683 2 228.79 80,563 Post Through Pond
5 SCS Runoff 0.000 2 n/a 0 1.0 Post-Developed to Pond
6 Reservoir 0.000 2 n/a 0 5 227.00 0.000 Post Through Pond
Pond#2.gpw Return Period: 10 Year Tuesday, 08/6/2024

17
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,08/6/2024
Hyd. No. 1
Pre-Developed-Overall Site
Hydrograph type = SCS Runoff Peak discharge = 11.08 cfs
Storm frequency = 10 yrs Time to peak = 12.43 hrs
Time interval = 2 min Hyd. volume = 81,695 cuft
Drainage area = 20.730 ac Curve number = 53.2
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = TR55 Time of conc. (Tc) = 47.50 min
Total precip. = 5.44 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Pre-Developed-Overall Site
Q (cfs) Hyd. No. 1 -- 10 Year Q (cfs)
12.00 - 12.00
1
10.00 - 10.00
8.00 - 8.00
6.00 - 6.00
4.00 4.00
2.00 2.00
0.00 - i '\._- 0.00
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Hyd No. 1 Time (hrs)

18
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,08/6/2024
Hyd. No. 2
Post Developed to Pond
Hydrograph type = SCS Runoff Peak discharge = 72.06 cfs
Storm frequency = 10 yrs Time to peak = 11.93 hrs
Time interval = 2 min Hyd. volume = 145,666 cuft
Drainage area = 15.180 ac Curve number = 75.1
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 5.44 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Post Developed to Pond
Q (cfs) Hyd. No. 2 -- 10 Year Q (cfs)
80.00 80.00
70.00 70.00
60.00 60.00
50.00 50.00
40.00 40.00
30.00 30.00
20.00 20.00
10.00 10.00
0.00 - , 0.00
0 2 4 6 8 10 12 14 16 18 20 22 24
Hyd No. 2 Time (hrs)

19
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,08/6/2024
Hyd. No. 3
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 4.021 cfs
Storm frequency = 10 yrs Time to peak = 12.93 hrs
Time interval = 2 min Hyd. volume = 126,683 cuft
Inflow hyd. No. = 2 - Post Developed to Pond Max. Elevation = 228.79 ft
Reservoir name = Wet Pond Max. Storage = 80,563 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) Hyd. No. 3 -- 10 Year Q (cfs)
80.00 80.00
70.00 70.00
60.00 60.00
50.00 50.00
40.00 40.00
30.00 30.00
20.00 20.00
10.00 10.00
0.00 0.00
0 10 20 30 40 50 60 70 80 90 100
Time (hrs)
Hyd No. 3 Hyd No. 2 II 1 1 1 1 1 II Total storage used = 80,563 cuft

20
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,08/6/2024
Hyd. No. 5
1.0 Post-Developed to Pond
Hydrograph type = SCS Runoff Peak discharge = 0.000 cfs
Storm frequency = 10 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Drainage area = 15.180 ac Curve number = 75.1
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 0.00 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs Shape factor = 484
1.0 Post-Developed to Pond
Q (cfs) Hyd. No. 5 -- 10 Year Q (cfs)
0.10 0.10
0.09 I 0.09
0.08 0.08
0.07 0.07
0.06 - 0.06
0.05 0.05
0.04 0.04
0.03 0.03
0.02 0.02
0.01 0.01
0.00 - - 0.00
0.0 0.3 0.7 1.0 1.3 1.7 2.0
Hyd No. 5 Time (hrs)

21
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,08/6/2024
Hyd. No. 6
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 10 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Inflow hyd. No. = 5 - 1.0 Post-Developed to Pon(Max. Elevation = 227.00 ft
Reservoir name = Wet Pond Max. Storage = 0 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) Hyd. No. 6 -- 10 Year Q (cfs)
0.10 - 0.10
0.09 0.09
0.08 0.08
0.07 0.07
0.06 0.06
0.05 0.05
0.04 0.04
0.03 0.03
0.02 0.02
0.01 0.01
0.00 - 0.00
0 10 20 30 40 50 60 70 80 90 100
Time (hrs)
Hyd No. 6 Hyd No. 5 11 1 1 1 1 1 11 Total storage used = 0 cuft

22
Hydrograph Summary Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 34.31 2 744 208,877 Pre-Developed-Overall Site
2 SCS Runoff 133.26 2 716 274,149 Post Developed to Pond
3 Reservoir 20.99 2 726 254,766 2 229.93 138,599 Post Through Pond
5 SCS Runoff 0.000 2 n/a 0 1.0 Post-Developed to Pond
6 Reservoir 0.000 2 n/a 0 5 227.00 0.000 Post Through Pond
Pond#2.gpw Return Period: 100 Year Tuesday, 08/6/2024

23
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,08/6/2024
Hyd. No. 1
Pre-Developed-Overall Site
Hydrograph type = SCS Runoff Peak discharge = 34.31 cfs
Storm frequency = 100 yrs Time to peak = 12.40 hrs
Time interval = 2 min Hyd. volume = 208,877 cuft
Drainage area = 20.730 ac Curve number = 53.2
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = TR55 Time of conc. (Tc) = 47.50 min
Total precip. = 8.28 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Pre-Developed-Overall Site
Q (cfs) Hyd. No. 1 -- 100 Year Q (cfs)
35.00 35.00
30.00 30.00
25.00 25.00
•
20.00 20.00
15.00 15.00
10.00 10.00
5.00 5.00
0.00 - 0.00
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Hyd No. 1 Time (hrs)

24
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,08/6/2024
Hyd. No. 2
Post Developed to Pond
Hydrograph type = SCS Runoff Peak discharge = 133.26 cfs
Storm frequency = 100 yrs Time to peak = 11.93 hrs
Time interval = 2 min Hyd. volume = 274,149 cuft
Drainage area = 15.180 ac Curve number = 75.1
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 8.28 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Post Developed to Pond
Q (cfs) Hyd. No. 2 -- 100 Year Q (cfs)
140.00 140.00
120.00 120.00
100.00 100.00
80.00 80.00
60.00 60.00
40.00 40.00
20.00 20.00
0.00 - 0.00
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0
Hyd No. 2 Time (hrs)

25
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,08/6/2024
Hyd. No. 3
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 20.99 cfs
Storm frequency = 100 yrs Time to peak = 12.10 hrs
Time interval = 2 min Hyd. volume = 254,766 cuft
Inflow hyd. No. = 2 - Post Developed to Pond Max. Elevation = 229.93 ft
Reservoir name = Wet Pond Max. Storage = 138,599 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) Hyd. No. 3-- 100 Year Q (cfs)
140.00 _ -
140.00
120.00 120.00
100.00 100.00
80.00 80.00
60.00 60.00
40.00 40.00
20.00 20.00
0.00 ,- 0.00
0 4 8 12 16 20 24 28 32
Time (hrs)
Hyd No. 3 Hyd No. 2 II II Total storage used = 138,599 cuft

26
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,08/6/2024
Hyd. No. 5
1.0 Post-Developed to Pond
Hydrograph type = SCS Runoff Peak discharge = 0.000 cfs
Storm frequency = 100 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Drainage area = 15.180 ac Curve number = 75.1
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 0.00 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs Shape factor = 484
1.0 Post-Developed to Pond
Q (cfs) Hyd. No. 5-- 100 Year Q (cfs)
0.10 0.10
0.09 I 0.09
0.08 0.08
0.07 0.07
0.06 - 0.06
0.05 0.05
0.04 0.04
0.03 0.03
0.02 0.02
0.01 0.01
0.00 - - 0.00
0.0 0.3 0.7 1.0 1.3 1.7 2.0
Hyd No. 5 Time (hrs)

27
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,08/6/2024
Hyd. No. 6
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 100 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Inflow hyd. No. = 5 - 1.0 Post-Developed to Pon(Max. Elevation = 227.00 ft
Reservoir name = Wet Pond Max. Storage = 0 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) Hyd. No. 6-- 100 Year Q (cfs)
0.10 - 0.10
0.09 0.09
0.08 0.08
0.07 0.07
0.06 0.06
0.05 0.05
0.04 0.04
0.03 0.03
0.02 0.02
0.01 0.01
0.00 - 0.00
0 10 20 30 40 50 60 70 80 90 100
Time (hrs)
Hyd No. 6 Hyd No. 5 11 1 1 1 1 1 11 Total storage used = 0 cuft

1
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Tuesday,08/6/2024
Hyd. No. 3 Peak Flow Period
Post Through Pond 13.30-12.00 =1.3 - 2 hours
Hydrograph type = Reservoir Peak discharge = 20.99 cfs
Storm frequency = 100 yrs Time to peak = 12.10 hrs
Time interval = 2 min Hyd. volume = 254,766 cuft
Inflow hyd. No. = 2 - Post Developed tovoir name = Wet Pond
Max. Elevation = 229.93 ft Max. Storage = 138,599 cuft
Storage Indication method used.
Hydrograph Discharge Table (Printed values>=1.00%ofQp.)
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
11.80 57.87 228.24 0.551 0.158 0.381 0.539
11.83 73.38 228.41 1.315 0.156 1.148 1.304
11.87 93.14 228.61 2.614 0.153 2.454 2.608
11.90 115.91 228.87 5.273 0.139 4.382 0.741 5.262
11.93 133.26 « 229.15 9.251 0.058 3.613 5.578 9.248
11.97 130.25 229.43 10.32 0.032 3.051 7.232 0.000 10.32
12.00 103.00 229.68 11.01 0.023 2.860 8.109 2.525 13.52
12.03 65.09 229.84 11.42 0.020 2.797 8.583 6.511 17.91
12.07 35.96 229.91 11.60 0.018 2.775 8.782 8.699 20.27
12.10 22.39 229.93 « 11.65 0.018 2.772 8.838 9.363 20.99
12.13 18.43 229.93 11.65 0.018 2.773 8.834 9.320 20.94
12.17 17.67 229.92 11.63 0.018 2.773 8.816 9.104 20.71
12.20 16.95 229.91 11.62 0.018 2.774 8.794 8.850 20.44
12.23 16.22 229.90 11.59 0.018 2.776 8.770 8.563 20.13
12.27 15.49 229.89 11.57 0.018 2.778 8.744 8.264 19.80
12.30 14.75 229.88 11.54 0.019 2.781 8.715 7.955 19.47
12.33 14.01 229.87 11.52 0.019 2.785 8.684 7.618 19.11
12.37 13.26 229.86 11.48 0.019 2.789 8.651 7.256 18.72
12.40 12.51 229.85 11.45 0.019 2.793 8.616 6.871 18.30
12.43 11.76 229.83 11.42 0.020 2.797 8.578 6.463 17.86
Continues on next page...

2
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
12.47 11.00 229.82 11.38 0.020 2.802 8.539 6.035 17.40
12.50 10.25 229.80 11.34 0.020 2.807 8.498 5.587 16.91
12.53 9.545 229.79 11.30 0.021 2.812 8.452 5.176 16.46
12.57 9.020 229.77 11.26 0.021 2.819 8.403 4.773 16.02
12.60 8.692 229.76 11.22 0.021 2.825 8.354 4.372 15.57
12.63 8.483 229.74 11.18 0.022 2.831 8.306 3.979 15.14
12.67 8.313 229.72 11.14 0.022 2.837 8.261 3.601 14.72
12.70 8.144 229.71 11.10 0.022 2.843 8.216 3.237 14.32
12.73 7.973 229.70 11.06 0.023 2.849 8.173 2.906 13.95
12.77 7.802 229.68 11.03 0.023 2.857 8.129 2.642 13.65
12.80 7.630 229.67 10.99 0.023 2.865 8.086 2.383 13.36
12.83 7.459 229.66 10.95 0.024 2.872 8.043 2.130 13.07
12.87 7.286 229.64 10.92 0.024 2.879 8.002 1.881 12.79
12.90 7.114 229.63 10.88 0.025 2.887 7.961 1.637 12.51
12.93 6.941 229.62 10.85 0.025 2.894 7.921 1.398 12.24
12.97 6.767 229.61 10.82 0.025 2.901 7.882 1.163 11.97
13.00 6.593 229.59 10.78 0.026 2.909 7.841 0.987 11.76
13.03 6.427 229.58 10.75 0.026 2.918 7.798 0.860 11.60
13.07 6.286 229.57 10.72 0.027 2.927 7.755 0.734 11.44
13.10 6.172 229.56 10.68 0.027 2.936 7.712 0.608 11.28
13.13 6.074 229.55 10.65 0.027 2.945 7.670 0.484 11.13
13.17 5.981 229.53 10.62 0.028 2.954 7.628 0.361 10.97
13.20 5.888 229.52 10.58 0.028 2.963 7.587 0.240 10.82
13.23 5.794 229.51 10.55 0.029 2.972 7.546 0.119 10.67
13.27 5.701 229.50 10.52 0.029 2.981 7.506 0.001 10.52
13.30 5.607 229.49 10.49 0.030 2.993 7.460 0.000 10.48
13.33 5.513 229.48 10.45 0.030 3.005 7.413 0.000 10.45
13.37 5.420 229.47 10.42 0.031 3.017 7.366 0.000 10.41
Continues on next page...

3
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
13.40 5.326 229.45 10.38 0.031 3.029 7.318 0.000 10.38
13.43 5.232 229.44 10.35 0.032 3.042 7.270 0.000 10.34
13.47 5.138 229.43 10.31 0.032 3.054 7.221 0.000 10.31
13.50 5.043 229.42 10.27 0.033 3.067 7.172 0.000 10.27
13.53 4.951 229.41 10.24 0.034 3.080 7.122 0.000 10.24
13.57 4.868 229.39 10.20 0.034 3.095 7.067 10.20
13.60 4.793 229.38 10.16 0.035 3.114 7.006 10.16
13.63 4.724 229.37 10.12 0.036 3.132 6.946 10.11
13.67 4.657 229.36 10.07 0.037 3.150 6.885 10.07
13.70 4.589 229.34 10.03 0.038 3.169 6.823 10.03
13.73 4.522 229.33 9.990 0.038 3.187 6.762 9.987
13.77 4.454 229.32 9.948 0.039 3.206 6.700 9.945
13.80 4.386 229.31 9.906 0.040 3.225 6.637 9.902
13.83 4.319 229.29 9.860 0.041 3.248 6.566 9.856
13.87 4.251 229.28 9.810 0.042 3.276 6.488 9.807
13.90 4.183 229.27 9.761 0.044 3.304 6.410 9.757
13.93 4.115 229.25 9.711 0.045 3.331 6.331 9.707
13.97 4.047 229.24 9.661 0.046 3.359 6.252 9.658
14.00 3.979 229.23 9.611 0.047 3.387 6.173 9.608
14.03 3.916 229.21 9.561 0.049 3.415 6.093 9.557
14.07 3.865 229.20 9.510 0.050 3.443 6.014 9.507
14.10 3.830 229.19 9.446 0.052 3.484 5.907 9.444
14.13 3.804 229.18 9.381 0.054 3.527 5.797 9.378
14.17 3.781 229.16 9.316 0.056 3.570 5.687 9.313
14.20 3.757 229.15 9.251 0.058 3.612 5.579 9.249
14.23 3.734 229.14 9.187 0.060 3.655 5.471 9.185
14.27 3.711 229.12 9.124 0.062 3.696 5.364 9.122
14.30 3.688 229.11 9.061 0.064 3.738 5.257 9.059
Continues on next page...

4
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
14.33 3.665 229.10 8.997 0.066 3.780 5.150 8.995
14.37 3.641 229.09 8.864 0.070 3.876 4.917 8.863
14.40 3.617 229.08 8.735 0.074 3.970 4.689 8.734
14.43 3.594 229.06 8.608 0.079 4.063 4.466 8.607
14.47 3.571 229.05 8.484 0.083 4.154 4.247 8.483
14.50 3.547 229.04 8.362 0.087 4.242 4.032 8.361
14.53 3.524 229.03 8.243 0.091 4.329 3.822 8.242
14.57 3.500 229.02 8.126 0.095 4.414 3.616 8.125
14.60 3.477 229.01 8.011 0.099 4.498 3.414 8.011
14.63 3.453 229.00 7.877 0.102 4.566 3.208 7.877
14.67 3.430 228.99 7.660 0.106 4.579 2.974 7.660
14.70 3.406 228.98 7.452 0.109 4.592 2.751 7.452
14.73 3.383 228.97 7.253 0.113 4.603 2.537 7.253
14.77 3.359 228.96 7.063 0.116 4.615 2.332 7.063
14.80 3.335 228.95 6.881 0.119 4.625 2.137 6.881
14.83 3.312 228.94 6.707 0.122 4.636 1.949 6.707
14.87 3.288 228.93 6.540 0.125 4.646 1.769 6.540
14.90 3.265 228.92 6.380 0.127 4.655 1.597 6.380
14.93 3.241 228.91 6.227 0.130 4.664 1.433 6.227
14.97 3.217 228.91 6.080 0.132 4.654 1.294 6.079
15.00 3.193 228.90 5.940 0.133 4.606 1.198 5.937
15.03 3.170 228.89 5.805 0.134 4.561 1.105 5.801
15.07 3.146 228.89 5.676 0.136 4.518 1.017 5.670
15.10 3.122 228.88 5.553 0.137 4.476 0.932 5.545
15.13 3.098 228.87 5.434 0.138 4.436 0.851 5.425
15.17 3.074 228.87 5.319 0.139 4.398 0.772 5.309
15.20 3.050 228.86 5.210 0.140 4.361 0.697 5.198
15.23 3.027 228.86 5.104 0.141 4.325 0.625 5.091
Continues on next page...

5
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
15.27 3.003 228.85 5.003 0.142 4.291 0.555 4.988
15.30 2.979 228.85 4.905 0.143 4.258 0.489 4.890
15.33 2.955 228.84 4.811 0.144 4.226 0.424 4.795
15.37 2.931 228.84 4.721 0.145 4.196 0.362 4.703
15.40 2.907 228.83 4.634 0.145 4.167 0.303 4.615
15.43 2.883 228.83 4.550 0.146 4.138 0.245 4.530
15.47 2.859 228.83 4.469 0.147 4.111 0.190 4.448
15.50 2.835 228.82 4.391 0.148 4.085 0.136 4.369
15.53 2.811 228.82 4.329 0.148 4.057 0.101 4.307
15.57 2.787 228.81 4.294 0.148 4.026 0.097 4.272
15.60 2.763 228.81 4.258 0.149 3.996 0.093 4.237
15.63 2.739 228.81 4.223 0.149 3.965 0.088 4.203
15.67 2.715 228.80 4.188 0.149 3.935 0.084 4.168
15.70 2.691 228.80 4.154 0.149 3.905 0.080 4.134
15.73 2.667 228.80 4.119 0.149 3.875 0.076 4.100
15.77 2.642 228.79 4.085 0.149 3.846 0.072 4.067
15.80 2.618 228.79 4.051 0.149 3.816 0.068 4.034
15.83 2.594 228.79 4.017 0.149 3.787 0.064 4.000
15.87 2.570 228.78 3.984 0.150 3.758 0.060 3.967
15.90 2.546 228.78 3.951 0.150 3.729 0.056 3.935
15.93 2.522 228.78 3.917 0.150 3.701 0.052 3.902
15.97 2.497 228.77 3.885 0.150 3.672 0.048 3.870
16.00 2.473 228.77 3.852 0.150 3.644 0.044 3.838
16.03 2.450 228.76 3.819 0.150 3.616 0.040 3.806
16.07 2.433 228.76 3.787 0.150 3.588 0.036 3.774
16.10 2.420 228.76 3.755 0.150 3.560 0.032 3.743
16.13 2.410 228.75 3.724 0.151 3.533 0.028 3.712
16.17 2.402 228.75 3.693 0.151 3.507 0.025 3.682
Continues on next page...

6
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
16.20 2.394 228.75 3.663 0.151 3.480 0.021 3.652
16.23 2.385 228.75 3.633 0.151 3.454 0.017 3.623
16.27 2.377 228.74 3.604 0.151 3.429 0.014 3.594
16.30 2.368 228.74 3.575 0.151 3.404 0.010 3.565
16.33 2.360 228.74 3.546 0.151 3.380 0.007 3.538
16.37 2.351 228.73 3.519 0.151 3.355 0.004 3.510
16.40 2.343 228.73 3.491 0.151 3.332 0.000 3.483
16.43 2.334 228.73 3.469 0.151 3.310 3.461
16.47 2.326 228.72 3.447 0.151 3.288 3.440
16.50 2.317 228.72 3.426 0.152 3.267 3.418
16.53 2.309 228.72 3.405 0.152 3.246 3.397
16.57 2.301 228.72 3.384 0.152 3.225 3.376
16.60 2.292 228.71 3.364 0.152 3.204 3.356
16.63 2.284 228.71 3.344 0.152 3.184 3.335
16.67 2.275 228.71 3.324 0.152 3.164 3.315
16.70 2.267 228.71 3.304 0.152 3.144 3.295
16.73 2.258 228.70 3.284 0.152 3.124 3.276
16.77 2.250 228.70 3.265 0.152 3.105 3.256
16.80 2.241 228.70 3.245 0.152 3.085 3.237
16.83 2.233 228.70 3.226 0.152 3.066 3.218
16.87 2.224 228.69 3.208 0.152 3.047 3.199
16.90 2.215 228.69 3.189 0.152 3.029 3.181
16.93 2.207 228.69 3.171 0.152 3.010 3.162
16.97 2.198 228.69 3.152 0.152 2.992 3.144
17.00 2.190 228.68 3.134 0.152 2.974 3.126
17.03 2.181 228.68 3.116 0.152 2.956 3.108
17.07 2.173 228.68 3.099 0.152 2.938 3.090
17.10 2.164 228.68 3.081 0.152 2.920 3.073
Continues on next page...

7
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
17.13 2.156 228.67 3.064 0.152 2.903 3.055
17.17 2.147 228.67 3.047 0.152 2.886 3.038
17.20 2.139 228.67 3.030 0.152 2.869 3.021
17.23 2.130 228.67 3.013 0.152 2.852 3.004
17.27 2.121 228.67 2.996 0.152 2.835 2.987
17.30 2.113 228.66 2.980 0.152 2.818 2.971
17.33 2.104 228.66 2.963 0.152 2.802 2.954
17.37 2.096 228.66 2.947 0.152 2.786 2.938
17.40 2.087 228.66 2.931 0.153 2.769 2.922
17.43 2.079 228.65 2.915 0.153 2.753 2.906
17.47 2.070 228.65 2.899 0.153 2.738 2.890
17.50 2.061 228.65 2.884 0.153 2.722 2.874
17.53 2.053 228.65 2.868 0.153 2.706 2.859
17.57 2.044 228.65 2.853 0.153 2.691 2.843
17.60 2.036 228.64 2.837 0.153 2.676 2.828
17.63 2.027 228.64 2.822 0.153 2.660 2.813
17.67 2.018 228.64 2.807 0.153 2.645 2.798
17.70 2.010 228.64 2.793 0.153 2.631 2.784
17.73 2.001 228.64 2.779 0.153 2.618 2.770
17.77 1.992 228.63 2.765 0.153 2.604 2.757
17.80 1.984 228.63 2.752 0.153 2.590 2.743
17.83 1.975 228.63 2.738 0.153 2.577 2.730
17.87 1.967 228.63 2.725 0.153 2.564 2.717
17.90 1.958 228.63 2.711 0.153 2.550 2.703
17.93 1.949 228.63 2.698 0.153 2.537 2.690
17.97 1.941 228.62 2.685 0.153 2.524 2.677
18.00 1.932 228.62 2.672 0.153 2.511 2.664
18.03 1.923 228.62 2.658 0.153 2.498 2.651
Continues on next page...

8
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
18.07 1.915 228.62 2.645 0.153 2.485 2.638
18.10 1.906 228.62 2.633 0.153 2.473 2.626
18.13 1.897 228.61 2.620 0.153 2.460 2.613
18.17 1.889 228.61 2.607 0.153 2.447 2.600
18.20 1.880 228.61 2.594 0.153 2.435 2.588
18.23 1.871 228.61 2.581 0.153 2.422 2.575
18.27 1.863 228.61 2.569 0.153 2.410 2.563
18.30 1.854 228.61 2.556 0.153 2.397 2.551
18.33 1.845 228.60 2.544 0.153 2.385 2.538
18.37 1.837 228.60 2.531 0.153 2.373 2.526
18.40 1.828 228.60 2.519 0.153 2.361 2.514
18.43 1.819 228.60 2.507 0.153 2.348 2.502
18.47 1.811 228.60 2.495 0.153 2.336 2.490
18.50 1.802 228.59 2.483 0.153 2.324 2.478
18.53 1.793 228.59 2.470 0.153 2.312 2.466
18.57 1.785 228.59 2.458 0.153 2.301 2.454
18.60 1.776 228.59 2.446 0.154 2.289 2.442
18.63 1.767 228.59 2.434 0.154 2.277 2.431
18.67 1.758 228.59 2.423 0.154 2.265 2.419
18.70 1.750 228.58 2.411 0.154 2.254 2.407
18.73 1.741 228.58 2.399 0.154 2.242 2.396
18.77 1.732 228.58 2.387 0.154 2.230 2.384
18.80 1.723 228.58 2.376 0.154 2.219 2.373
18.83 1.715 228.58 2.364 0.154 2.207 2.361
18.87 1.706 228.58 2.352 0.154 2.196 2.350
18.90 1.697 228.57 2.341 0.154 2.185 2.338
18.93 1.689 228.57 2.329 0.154 2.173 2.327
18.97 1.680 228.57 2.318 0.154 2.162 2.316
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9
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
19.00 1.671 228.57 2.307 0.154 2.151 2.305
19.03 1.662 228.57 2.295 0.154 2.140 2.293
19.07 1.654 228.57 2.284 0.154 2.128 2.282
19.10 1.645 228.57 2.273 0.154 2.117 2.271
19.13 1.636 228.56 2.262 0.154 2.106 2.260
19.17 1.627 228.56 2.250 0.154 2.095 2.249
19.20 1.619 228.56 2.239 0.154 2.084 2.238
19.23 1.610 228.56 2.228 0.154 2.073 2.227
19.27 1.601 228.56 2.217 0.154 2.062 2.216
19.30 1.592 228.56 2.206 0.154 2.051 2.205
19.33 1.584 228.55 2.195 0.154 2.041 2.195
19.37 1.575 228.55 2.184 0.154 2.030 2.184
19.40 1.566 228.55 2.173 0.154 2.019 2.173
19.43 1.557 228.55 2.163 0.154 2.008 2.163
19.47 1.548 228.55 2.153 0.154 1.999 2.153
19.50 1.540 228.55 2.143 0.154 1.989 2.143
19.53 1.531 228.55 2.134 0.154 1.979 2.134
19.57 1.522 228.54 2.124 0.154 1.970 2.124
19.60 1.513 228.54 2.114 0.154 1.960 2.114
19.63 1.505 228.54 2.105 0.154 1.951 2.105
19.67 1.496 228.54 2.095 0.154 1.941 2.095
19.70 1.487 228.54 2.086 0.154 1.931 2.086
19.73 1.478 228.54 2.076 0.154 1.922 2.076
19.77 1.469 228.53 2.066 0.154 1.912 2.066
19.80 1.460 228.53 2.057 0.154 1.903 2.057
19.83 1.452 228.53 2.047 0.154 1.893 2.047
19.87 1.443 228.53 2.038 0.154 1.883 2.038
19.90 1.434 228.53 2.028 0.154 1.874 2.028
Continues on next page...

10
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
19.93 1.425 228.53 2.019 0.154 1.864 2.019
19.97 1.417 228.53 2.009 0.154 1.855 2.009
20.00 1.408 228.52 2.000 0.154 1.845 2.000
20.03 1.400 228.52 1.990 0.155 1.836 1.990
20.07 1.394 228.52 1.981 0.155 1.826 1.981
20.10 1.390 228.52 1.972 0.155 1.817 1.972
20.13 1.388 228.52 1.962 0.155 1.808 1.962
20.17 1.386 228.52 1.953 0.155 1.799 1.953
20.20 1.385 228.52 1.944 0.155 1.790 1.944
20.23 1.383 228.51 1.936 0.155 1.781 1.935
20.27 1.381 228.51 1.927 0.155 1.772 1.927
20.30 1.380 228.51 1.918 0.155 1.763 1.918
20.33 1.378 228.51 1.909 0.155 1.755 1.909
20.37 1.376 228.51 1.901 0.155 1.746 1.901
20.40 1.375 228.51 1.893 0.155 1.738 1.893
20.43 1.373 228.51 1.884 0.155 1.730 1.884
20.47 1.371 228.50 1.876 0.155 1.721 1.876
20.50 1.369 228.50 1.868 0.155 1.713 1.868
20.53 1.368 228.50 1.860 0.155 1.705 1.860
20.57 1.366 228.50 1.853 0.155 1.698 1.852
20.60 1.364 228.50 1.845 0.155 1.690 1.845
20.63 1.363 228.50 1.837 0.155 1.682 1.837
20.67 1.361 228.50 1.830 0.155 1.675 1.830
20.70 1.359 228.50 1.822 0.155 1.667 1.822
20.73 1.358 228.49 1.815 0.155 1.660 1.815
20.77 1.356 228.49 1.808 0.155 1.653 1.808
20.80 1.354 228.49 1.800 0.155 1.645 1.800
20.83 1.353 228.49 1.793 0.155 1.638 1.793
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11
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
20.87 1.351 228.49 1.786 0.155 1.631 1.786
20.90 1.349 228.49 1.779 0.155 1.624 1.779
20.93 1.347 228.49 1.773 0.155 1.618 1.772
20.97 1.346 228.49 1.766 0.155 1.611 1.766
21.00 1.344 228.49 1.759 0.155 1.604 1.759
21.03 1.342 228.49 1.753 0.155 1.597 1.752
21.07 1.341 228.48 1.746 0.155 1.591 1.746
21.10 1.339 228.48 1.740 0.155 1.584 1.740
21.13 1.337 228.48 1.733 0.155 1.578 1.733
21.17 1.336 228.48 1.727 0.155 1.572 1.727
21.20 1.334 228.48 1.721 0.155 1.566 1.721
21.23 1.332 228.48 1.715 0.155 1.559 1.714
21.27 1.330 228.48 1.708 0.155 1.553 1.708
21.30 1.329 228.48 1.702 0.155 1.547 1.702
21.33 1.327 228.48 1.697 0.155 1.541 1.696
21.37 1.325 228.48 1.691 0.155 1.535 1.691
21.40 1.324 228.47 1.685 0.155 1.530 1.685
21.43 1.322 228.47 1.679 0.155 1.524 1.679
21.47 1.320 228.47 1.673 0.155 1.518 1.673
21.50 1.319 228.47 1.668 0.155 1.513 1.668
21.53 1.317 228.47 1.662 0.155 1.507 1.662
21.57 1.315 228.47 1.657 0.155 1.501 1.657
21.60 1.313 228.47 1.651 0.155 1.496 1.651
21.63 1.312 228.47 1.646 0.155 1.491 1.646
21.67 1.310 228.47 1.641 0.155 1.485 1.641
21.70 1.308 228.47 1.635 0.155 1.480 1.635
21.73 1.307 228.47 1.630 0.155 1.475 1.630
21.77 1.305 228.46 1.625 0.155 1.470 1.625
Continues on next page...

12
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
21.80 1.303 228.46 1.620 0.155 1.465 1.620
21.83 1.302 228.46 1.615 0.155 1.460 1.615
21.87 1.300 228.46 1.610 0.155 1.455 1.610
21.90 1.298 228.46 1.605 0.155 1.450 1.605
21.93 1.297 228.46 1.600 0.155 1.445 1.600
21.97 1.295 228.46 1.595 0.155 1.440 1.595
22.00 1.293 228.46 1.591 0.155 1.435 1.591
22.03 1.292 228.46 1.587 0.155 1.431 1.587
22.07 1.290 228.46 1.583 0.155 1.427 1.583
22.10 1.288 228.46 1.579 0.155 1.423 1.578
22.13 1.286 228.46 1.575 0.155 1.419 1.574
22.17 1.284 228.46 1.571 0.155 1.415 1.570
22.20 1.283 228.46 1.567 0.155 1.411 1.566
22.23 1.281 228.45 1.564 0.155 1.407 1.562
22.27 1.280 228.45 1.560 0.155 1.403 1.558
22.30 1.278 228.45 1.556 0.155 1.399 1.554
22.33 1.276 228.45 1.552 0.155 1.395 1.551
22.37 1.274 228.45 1.549 0.155 1.391 1.547
22.40 1.273 228.45 1.545 0.155 1.387 1.543
22.43 1.271 228.45 1.541 0.155 1.384 1.539
22.47 1.269 228.45 1.538 0.155 1.380 1.535
22.50 1.267 228.45 1.534 0.155 1.376 1.532
22.53 1.266 228.45 1.530 0.155 1.372 1.528
22.57 1.264 228.45 1.527 0.155 1.369 1.524
22.60 1.262 228.45 1.523 0.155 1.365 1.521
22.63 1.261 228.45 1.520 0.155 1.361 1.517
22.67 1.259 228.45 1.516 0.155 1.358 1.513
22.70 1.257 228.44 1.513 0.156 1.354 1.510
Continues on next page...

13
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
22.73 1.256 228.44 1.510 0.156 1.351 1.506
22.77 1.254 228.44 1.506 0.156 1.347 1.503
22.80 1.252 228.44 1.503 0.156 1.344 1.499
22.83 1.250 228.44 1.500 0.156 1.340 1.496
22.87 1.249 228.44 1.496 0.156 1.337 1.492
22.90 1.247 228.44 1.493 0.156 1.333 1.489
22.93 1.245 228.44 1.490 0.156 1.330 1.485
22.97 1.243 228.44 1.486 0.156 1.327 1.482
23.00 1.242 228.44 1.483 0.156 1.323 1.479
23.03 1.240 228.44 1.480 0.156 1.320 1.475
23.07 1.238 228.44 1.477 0.156 1.317 1.472
23.10 1.237 228.44 1.474 0.156 1.313 1.469
23.13 1.235 228.44 1.470 0.156 1.310 1.465
23.17 1.233 228.44 1.467 0.156 1.307 1.462
23.20 1.231 228.44 1.464 0.156 1.303 1.459
23.23 1.230 228.44 1.461 0.156 1.300 1.456
23.27 1.228 228.43 1.458 0.156 1.297 1.453
23.30 1.226 228.43 1.455 0.156 1.294 1.450
23.33 1.224 228.43 1.452 0.156 1.291 1.446
23.37 1.223 228.43 1.449 0.156 1.288 1.443
23.40 1.221 228.43 1.446 0.156 1.285 1.440
23.43 1.219 228.43 1.443 0.156 1.281 1.437
23.47 1.218 228.43 1.440 0.156 1.278 1.434
23.50 1.216 228.43 1.437 0.156 1.275 1.431
23.53 1.214 228.43 1.434 0.156 1.272 1.428
23.57 1.212 228.43 1.431 0.156 1.269 1.425
23.60 1.211 228.43 1.429 0.156 1.266 1.422
23.63 1.209 228.43 1.426 0.156 1.263 1.419
Continues on next page...

14
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
23.67 1.207 228.43 1.423 0.156 1.260 1.416
23.70 1.205 228.43 1.420 0.156 1.257 1.413
23.73 1.204 228.43 1.417 0.156 1.254 1.410
23.77 1.202 228.43 1.414 0.156 1.252 1.407
23.80 1.200 228.43 1.412 0.156 1.249 1.404
23.83 1.199 228.43 1.409 0.156 1.246 1.402
23.87 1.197 228.43 1.406 0.156 1.243 1.399
23.90 1.195 228.42 1.403 0.156 1.240 1.396
23.93 1.193 228.42 1.401 0.156 1.237 1.393
23.97 1.192 228.42 1.398 0.156 1.234 1.390
24.00 1.190 228.42 1.395 0.156 1.232 1.387
24.03 0.951 228.42 1.391 0.156 1.227 1.383
24.07 0.475 228.42 1.382 0.156 1.218 1.374
24.10 0.158 228.42 1.368 0.156 1.203 1.359
24.13 0.000 228.41 1.351 0.156 1.185 1.341
24.17 0.000 228.41 1.332 0.156 1.166 1.322
24.20 0.000 228.41 1.315 0.156 1.148 1.304
24.23 0.000 228.40 1.297 0.156 1.129 1.285
24.27 0.000 228.40 1.280 0.156 1.111 1.267
24.30 0.000 228.40 1.263 0.156 1.094 1.250
24.33 0.000 228.40 1.246 0.156 1.076 1.232
24.37 0.000 228.39 1.229 0.156 1.059 1.215
24.40 0.000 228.39 1.213 0.156 1.042 1.198
24.43 0.000 228.39 1.197 0.156 1.025 1.181
24.47 0.000 228.38 1.181 0.156 1.008 1.165
24.50 0.000 228.38 1.165 0.156 0.992 1.148
24.53 0.000 228.38 1.150 0.156 0.976 1.132
24.57 0.000 228.37 1.134 0.156 0.960 1.116
Continues on next page...

15
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
24.60 0.000 228.37 1.119 0.156 0.944 1.101
24.63 0.000 228.37 1.105 0.156 0.930 1.086
24.67 0.000 228.37 1.092 0.156 0.917 1.073
24.70 0.000 228.36 1.080 0.156 0.904 1.061
24.73 0.000 228.36 1.067 0.156 0.892 1.048
24.77 0.000 228.36 1.055 0.156 0.879 1.036
24.80 0.000 228.36 1.043 0.156 0.867 1.023
24.83 0.000 228.35 1.031 0.157 0.855 1.011
24.87 0.000 228.35 1.019 0.157 0.843 0.999
24.90 0.000 228.35 1.007 0.157 0.831 0.988
24.93 0.000 228.35 0.995 0.157 0.819 0.976
24.97 0.000 228.34 0.984 0.157 0.808 0.964
25.00 0.000 228.34 0.972 0.157 0.796 0.953
25.03 0.000 228.34 0.961 0.157 0.785 0.942
25.07 0.000 228.34 0.950 0.157 0.774 0.931
25.10 0.000 228.33 0.939 0.157 0.763 0.920
25.13 0.000 228.33 0.928 0.157 0.752 0.909
25.17 0.000 228.33 0.917 0.157 0.741 0.898
25.20 0.000 228.33 0.907 0.157 0.730 0.887
25.23 0.000 228.32 0.896 0.157 0.720 0.877
25.27 0.000 228.32 0.886 0.157 0.709 0.866
25.30 0.000 228.32 0.876 0.157 0.699 0.856
25.33 0.000 228.32 0.866 0.157 0.689 0.846
25.37 0.000 228.32 0.856 0.157 0.679 0.836
25.40 0.000 228.31 0.846 0.157 0.669 0.826
25.43 0.000 228.31 0.836 0.157 0.659 0.816
25.47 0.000 228.31 0.826 0.157 0.650 0.807
25.50 0.000 228.31 0.817 0.157 0.640 0.797
Continues on next page...

16
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
25.53 0.000 228.31 0.807 0.157 0.631 0.788
25.57 0.000 228.30 0.798 0.157 0.621 0.778
25.60 0.000 228.30 0.789 0.157 0.612 0.769
25.63 0.000 228.30 0.780 0.157 0.603 0.760
25.67 0.000 228.30 0.771 0.157 0.594 0.751
25.70 0.000 228.30 0.762 0.157 0.585 0.742
25.73 0.000 228.29 0.753 0.157 0.576 0.734
25.77 0.000 228.29 0.745 0.157 0.567 0.725
25.80 0.000 228.29 0.736 0.157 0.559 0.716
25.83 0.000 228.29 0.728 0.157 0.550 0.708
25.87 0.000 228.29 0.719 0.157 0.542 0.699
25.90 0.000 228.29 0.711 0.157 0.534 0.691
25.93 0.000 228.28 0.703 0.158 0.525 0.683
25.97 0.000 228.28 0.695 0.158 0.517 0.675
26.00 0.000 228.28 0.687 0.158 0.509 0.667
26.03 0.000 228.28 0.680 0.158 0.503 0.661
26.07 0.000 228.28 0.674 0.158 0.497 0.655
26.10 0.000 228.28 0.667 0.158 0.491 0.649
26.13 0.000 228.27 0.661 0.158 0.485 0.643
26.17 0.000 228.27 0.655 0.158 0.479 0.637
26.20 0.000 228.27 0.649 0.158 0.473 0.631
26.23 0.000 228.27 0.643 0.158 0.468 0.625
26.27 0.000 228.27 0.637 0.158 0.462 0.620
26.30 0.000 228.27 0.631 0.158 0.456 0.614
26.33 0.000 228.26 0.625 0.158 0.450 0.608
26.37 0.000 228.26 0.619 0.158 0.445 0.603
26.40 0.000 228.26 0.613 0.158 0.439 0.597
26.43 0.000 228.26 0.607 0.158 0.434 0.592
Continues on next page...

17
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
26.47 0.000 228.26 0.601 0.158 0.428 0.586
26.50 0.000 228.26 0.596 0.158 0.423 0.581
26.53 0.000 228.26 0.590 0.158 0.418 0.576
26.57 0.000 228.25 0.585 0.158 0.413 0.570
26.60 0.000 228.25 0.579 0.158 0.407 0.565
26.63 0.000 228.25 0.574 0.158 0.402 0.560
26.67 0.000 228.25 0.568 0.158 0.397 0.555
26.70 0.000 228.25 0.563 0.158 0.392 0.550
26.73 0.000 228.25 0.557 0.158 0.387 0.545
26.77 0.000 228.25 0.552 0.158 0.382 0.540
26.80 0.000 228.24 0.547 0.158 0.377 0.535
26.83 0.000 228.24 0.542 0.158 0.372 0.530
26.87 0.000 228.24 0.537 0.158 0.367 0.525
26.90 0.000 228.24 0.532 0.158 0.362 0.520
26.93 0.000 228.24 0.526 0.158 0.358 0.516
26.97 0.000 228.24 0.521 0.158 0.353 0.511
27.00 0.000 228.24 0.517 0.158 0.348 0.506
27.03 0.000 228.23 0.512 0.158 0.343 0.502
27.07 0.000 228.23 0.507 0.158 0.339 0.497
27.10 0.000 228.23 0.502 0.158 0.334 0.493
27.13 0.000 228.23 0.497 0.158 0.330 0.488
27.17 0.000 228.23 0.492 0.158 0.325 0.484
27.20 0.000 228.23 0.488 0.158 0.321 0.479
27.23 0.000 228.23 0.483 0.158 0.316 0.475
27.27 0.000 228.23 0.479 0.158 0.312 0.471
27.30 0.000 228.23 0.474 0.158 0.308 0.466
27.33 0.000 228.22 0.469 0.158 0.304 0.462
27.37 0.000 228.22 0.465 0.158 0.299 0.458
Continues on next page...

18
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
27.40 0.000 228.22 0.461 0.158 0.295 0.454
27.43 0.000 228.22 0.456 0.158 0.291 0.449
27.47 0.000 228.22 0.452 0.158 0.287 0.445
27.50 0.000 228.22 0.448 0.158 0.283 0.441
27.53 0.000 228.22 0.443 0.159 0.279 0.437
27.57 0.000 228.22 0.439 0.159 0.275 0.433
27.60 0.000 228.21 0.435 0.159 0.271 0.429
27.63 0.000 228.21 0.431 0.159 0.267 0.425
27.67 0.000 228.21 0.427 0.159 0.263 0.421
27.70 0.000 228.21 0.422 0.159 0.259 0.418
27.73 0.000 228.21 0.418 0.159 0.255 0.414
27.77 0.000 228.21 0.414 0.159 0.251 0.410
27.80 0.000 228.21 0.410 0.159 0.248 0.406
27.83 0.000 228.21 0.407 0.159 0.244 0.403
27.87 0.000 228.21 0.403 0.159 0.240 0.399
27.90 0.000 228.21 0.399 0.159 0.237 0.395
27.93 0.000 228.20 0.395 0.159 0.233 0.392
27.97 0.000 228.20 0.391 0.159 0.229 0.388
28.00 0.000 228.20 0.387 0.159 0.226 0.385
28.03 0.000 228.20 0.384 0.159 0.222 0.381
28.07 0.000 228.20 0.380 0.159 0.219 0.378
28.10 0.000 228.20 0.376 0.159 0.215 0.374
28.13 0.000 228.20 0.373 0.159 0.212 0.371
28.17 0.000 228.20 0.369 0.159 0.208 0.367
28.20 0.000 228.20 0.366 0.159 0.205 0.364
28.23 0.000 228.20 0.362 0.159 0.202 0.361
28.27 0.000 228.20 0.359 0.159 0.198 0.357
28.30 0.000 228.19 0.355 0.159 0.195 0.354
Continues on next page...

19
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
28.33 0.000 228.19 0.352 0.159 0.192 0.351
28.37 0.000 228.19 0.348 0.159 0.189 0.348
28.40 0.000 228.19 0.345 0.159 0.186 0.344
28.43 0.000 228.19 0.342 0.159 0.182 0.341
28.47 0.000 228.19 0.338 0.159 0.180 0.338
28.50 0.000 228.19 0.337 0.159 0.178 0.337
28.53 0.000 228.19 0.335 0.159 0.176 0.335
28.57 0.000 228.19 0.333 0.159 0.174 0.333
28.60 0.000 228.19 0.332 0.159 0.173 0.332
28.63 0.000 228.19 0.330 0.159 0.171 0.330
28.67 0.000 228.18 0.328 0.159 0.169 0.328
28.70 0.000 228.18 0.327 0.159 0.168 0.327
28.73 0.000 228.18 0.325 0.159 0.166 0.325
28.77 0.000 228.18 0.323 0.159 0.165 0.323
28.80 0.000 228.18 0.322 0.159 0.163 0.322
28.83 0.000 228.18 0.320 0.159 0.161 0.320
28.87 0.000 228.18 0.319 0.159 0.160 0.318
28.90 0.000 228.18 0.317 0.159 0.158 0.317
28.93 0.000 228.18 0.315 0.159 0.156 0.315
28.97 0.000 228.18 0.314 0.159 0.155 0.314
29.00 0.000 228.18 0.312 0.159 0.153 0.312
29.03 0.000 228.18 0.311 0.159 0.152 0.311
29.07 0.000 228.18 0.309 0.159 0.150 0.309
29.10 0.000 228.17 0.307 0.159 0.149 0.307
29.13 0.000 228.17 0.306 0.159 0.147 0.306
29.17 0.000 228.17 0.304 0.159 0.146 0.304
29.20 0.000 228.17 0.303 0.159 0.144 0.303
29.23 0.000 228.17 0.301 0.159 0.142 0.301
Continues on next page...

20
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
29.27 0.000 228.17 0.300 0.159 0.141 0.300
29.30 0.000 228.17 0.298 0.159 0.139 0.298
29.33 0.000 228.17 0.297 0.159 0.138 0.297
29.37 0.000 228.17 0.295 0.159 0.136 0.295
29.40 0.000 228.17 0.294 0.159 0.135 0.294
29.43 0.000 228.17 0.292 0.159 0.134 0.292
29.47 0.000 228.17 0.291 0.159 0.132 0.291
29.50 0.000 228.17 0.289 0.159 0.131 0.289
29.53 0.000 228.16 0.288 0.159 0.129 0.288
29.57 0.000 228.16 0.286 0.159 0.128 0.286
29.60 0.000 228.16 0.285 0.159 0.126 0.285
29.63 0.000 228.16 0.284 0.159 0.125 0.284
29.67 0.000 228.16 0.282 0.159 0.123 0.282
29.70 0.000 228.16 0.281 0.159 0.122 0.281
29.73 0.000 228.16 0.279 0.159 0.121 0.279
29.77 0.000 228.16 0.278 0.159 0.119 0.278
29.80 0.000 228.16 0.276 0.159 0.118 0.276
29.83 0.000 228.16 0.275 0.159 0.116 0.275
29.87 0.000 228.16 0.274 0.159 0.115 0.274
29.90 0.000 228.16 0.272 0.159 0.114 0.272
29.93 0.000 228.16 0.271 0.159 0.112 0.271
29.97 0.000 228.16 0.270 0.159 0.111 0.270
30.00 0.000 228.15 0.268 0.159 0.110 0.268
30.03 0.000 228.15 0.267 0.159 0.108 0.267
30.07 0.000 228.15 0.266 0.159 0.107 0.265
30.10 0.000 228.15 0.264 0.159 0.106 0.264
30.13 0.000 228.15 0.263 0.159 0.104 0.263
30.17 0.000 228.15 0.262 0.159 0.103 0.261
Continues on next page...

21
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
30.20 0.000 228.15 0.260 0.159 0.102 0.260
30.23 0.000 228.15 0.259 0.159 0.100 0.259
30.27 0.000 228.15 0.258 0.159 0.099 0.258
30.30 0.000 228.15 0.256 0.159 0.098 0.256
30.33 0.000 228.15 0.255 0.159 0.096 0.255
30.37 0.000 228.15 0.254 0.159 0.095 0.254
30.40 0.000 228.15 0.252 0.159 0.094 0.252
30.43 0.000 228.15 0.251 0.159 0.093 0.251
30.47 0.000 228.15 0.250 0.159 0.091 0.250
30.50 0.000 228.15 0.249 0.159 0.090 0.249
30.53 0.000 228.14 0.247 0.159 0.089 0.247
30.57 0.000 228.14 0.246 0.159 0.088 0.246
30.60 0.000 228.14 0.245 0.159 0.086 0.245
30.63 0.000 228.14 0.244 0.159 0.085 0.244
30.67 0.000 228.14 0.242 0.159 0.084 0.242
30.70 0.000 228.14 0.241 0.159 0.083 0.241
30.73 0.000 228.14 0.240 0.159 0.081 0.240
30.77 0.000 228.14 0.239 0.159 0.080 0.239
30.80 0.000 228.14 0.238 0.159 0.079 0.238
30.83 0.000 228.14 0.236 0.159 0.078 0.236
30.87 0.000 228.14 0.235 0.159 0.077 0.235
30.90 0.000 228.14 0.234 0.159 0.075 0.234
30.93 0.000 228.14 0.233 0.159 0.074 0.233
30.97 0.000 228.14 0.232 0.158 0.073 0.232
31.00 0.000 228.14 0.230 0.158 0.072 0.230
31.03 0.000 228.14 0.229 0.158 0.071 0.229
31.07 0.000 228.13 0.228 0.158 0.070 0.228
31.10 0.000 228.13 0.227 0.158 0.068 0.227
Continues on next page...

22
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
31.13 0.000 228.13 0.226 0.158 0.067 0.226
31.17 0.000 228.13 0.225 0.158 0.066 0.225
31.20 0.000 228.13 0.224 0.158 0.065 0.224
31.23 0.000 228.13 0.222 0.158 0.064 0.222
31.27 0.000 228.13 0.221 0.158 0.063 0.221
31.30 0.000 228.13 0.220 0.158 0.062 0.220
31.33 0.000 228.13 0.219 0.158 0.061 0.219
31.37 0.000 228.13 0.218 0.158 0.059 0.218
31.40 0.000 228.13 0.217 0.158 0.058 0.217
31.43 0.000 228.13 0.216 0.158 0.057 0.216
31.47 0.000 228.13 0.215 0.158 0.056 0.215
31.50 0.000 228.13 0.214 0.158 0.055 0.214
31.53 0.000 228.13 0.213 0.158 0.054 0.212
31.57 0.000 228.13 0.211 0.158 0.053 0.211
31.60 0.000 228.13 0.210 0.158 0.052 0.210
...End

8/6/24,9:11 AM ECMDS 7.0
NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
SPILLWAY ANALYSIS
>>>Grass Spillway
Name Grass Spillway
Discharge 20.99
Peak Flow Period 2
Channel Slope 0.333
Channel Bottom Width 10
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type Mix(Sod and Bunch)
Vegetation Density Very Good 80-95%
Soil Type Sandy Loam(GM)
Shoremax - Class C - Mix (Sod & Bunch) - Very Good 80-95%
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Remarks
Depth Mannings N Shear Stress Shear Stress Factor Pattern
Underlying Straight 20.99 cfs 10.47 ft/s 0.2 ft 0.027 8.5 lbs/ft2 3.95 lbs/ft2 2.15 STABLE F
Substrate
Shoremax w/ Straight 20.99 cfs 10.84 ft/s 0.19 ft 0.026 8.5 lbs/ft2 3.95 lbs/ft2 2.15 STABLE F
P300
Unvegetated
Underlying Straight 20.99 cfs 10.84 ft/s 0.19 ft 0.026 5.68 lbs/ft2 3.82 Ibs/ft2 1.49 STABLE F
Substrate
Shoremax w/ Straight 20.99 cfs 10.47 ft/s 0.2 ft 0.027 14 lbs/ft2 4.09 lbs/ft2 3.43 STABLE F
P300 Reinforced
Vegetation
https://ecmds.com/project/160779/spillway-analysis/271059/show 1/1

EROSION CONTROL CALCS (RIP-RAP CALCULATIONS)
Project Information
Project Name: Turnberry West Phase 2
Project#: 220164-01-012
Designed by: MCB Date: 4/12/2024
Revised by: MCB Date: 8/6/2024
Checked by: Date:
Rip-Rap Apron-Wet Pond#2
Pipe Diameter d= 18
Pipe Slope s= 0.87 %
Manning's number n= 0.013
Flow Q= 4.021 cfs
Velocity V= 5.27 ft/s
Dissipator Dimensions* Zone= 2
Stone Filling Class= B
Entry Width(3 X Do)= 4.5 ft
Length(6 X Do)= 9.0 ft
Width(La+Do)= 10.5 ft
Min.Thickness= 22 inches
Min.Stone Diameter= 6 inches
9.0
4.5 10.5
*All units are in feet
"Dissipator pad designed for full flow of pipe
RIP-RAP..xls 8/6/2024 Page 1 of 1

Hydraflow Storm Sewers Extension for Autodesk® Civil 3D® Plan
2
1 • 3
Outfall Outfall Outfall
Project File: Rip-Rap.stm Number of lines:3 Date:8/6/2024
Storm Sewers v2022.00

Hydraulic Grade Line Computations Pagel
Line Size Q Downstream Len Upstream Check JL Minor
coeff loss
Invert HGL Depth Area Vel Vel EGL Sf Invert HGL Depth Area Vel Vel EGL Sf Ave Enrgy
elev elev head elev elev elev head elev Sf loss
(in) (cfs) (ft) (ft) (ft) (sgft) (ft/s) (ft) (ft) (%) (ft) (ft) (ft) (ft) (sgft) (ft/s) (ft) (ft) (%) (%) (ft) (K) (ft)
1 15 3.50 218.50 219.12 0.62 0.61 5.73 0.32 219.44 0.000 42.000 219.00 219.75 0.75** 0.77 4.52 0.32 220.07 0.000 0.000 n/a 1.00 0.32
2 18 4.02 226.00 226.67 0.67* 0.76 5.27 0.30 226.97 0.000 115.000227.00 227.77 0.77** 0.91 4.42 0.30 228.07 0.000 0.000 n/a 1.00 0.30
3 15 2.58 230.00 230.34 0.34 0.27 9.56 0.26 230.60 0.000 48.000 233.00 233.64 0.64** 0.64 4.06 0.26 233.90 0.000 0.000 n/a 1.00 0.26
Project File: Rip-Rap.stm Number of lines: 3 Run Date: 8/6/2024
Notes:*Normal depth assumed;**Critical depth. ; c=cir e=ellip b=box
Storm Sewers v2022.00

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STAGE/STORAGE TABLE
STAGE (FT) ELEVATION (FT) CONTOUR AREA INCREMENTAL TOTAL STORAGE
(SF) STORAGE (CF) (CF)
0.0 227.0 40,490 0 0
0.5 227.5 43,550 21,010 21,010
1.0 228.0 45,460 22,253 43,263
1.1 228.1 45,840 4,565 47,828 (WQV)
2.0 229.0 49,330 42,827 90,654
3.0 230.0 54,000 51,665 142,319
4.0 231.0 56,690 55,345 197,664
5.0 232.0 59,450 58,070 255,734
CSTORMWATER MANAGEMENT DESIGN WET DETENTION POND:
RIVER BASIN: CAPE FEAR
RECEIVING STREAM: BEAVER CREEK
STREAM INDEX: 18-31-19-5
STREAM CLASS: C
HUC: 0303000406
PROJECT COORDINATES: 34.99472°N, -79.148693°W
POND DESIGN SUMMARY
DRAINAGE AREA TO POND: 15.18 ACRES
SITE IMPERVIOUS AREA TO POND: 6.63 ACRES
OFF-SITE DESIGN IMPERVIOUS AREA TO POND: 0.00 ACRES
TOTAL DESIGN IMPERVIOUS AREA TO POND: 6.63 ACRES
PRE-DEVELOPED POST-DEVELOPED POST DEVELOPED
TO POND TO POND THROUGH POND
DRAINAGE AREA: 20.73 AC 15.18 AC
CURVE NUMBER: 53.2 75.1
TIME OF CONCENTRATION: 47.5 MIN 5 MIN
1.0" STORM EVENT: 0.175 CFS 0.004 CFS
1-YEAR STORM EVENT: 0.652 CFS 25.59 CFS 0.154 CFS
2-YEAR STORM EVENT: 2.180 CFS 37.11 CFS 0.610 CFS
10-YEAR STORM EVENT: 11.08 CFS 72.06 CFS 4.021 CFS
t 100-YEAR STORM EVENT: 34.31 CFS 133.26 CFS 20.99 CFS
SPILLWAY FLOW LONG H B W SS CHANNEL LINING TOP OF EMBANKMENT SPILLWAY ELEVATION
Q(100) SLOPE(%) ELEVATION
GRASS STRAW WITH NET NAG
20.99 CFS 33.3% 2.5' 10.0' 25.0' 3:1 232.0 229.5
SPILLWAY SHOREMAX W/ P300
w
EXTEND LINING TO EXTEND LINING TO
TOP OF SPILLWAY TOP OF SPILLWAY TOP OF EMBANKMENT=232.0
ss H CHANNEL LINING
SPILLWAY ELEVATION=229.5
MATTING SHALL BE AS NOTED I
OR APPROVED EQUAL. 4� B ►{
GRASS SPILLWAY DETAIL GRASS SOD ON SPILLWAY
AND SIDE SLOPES

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SHALLOW LAND ZONE
HERBACEOUS PLANTS SHALLOW WATER ZONE
HERBACEOUS PLANTS
q q POND
(NORMAL POOL)
1
6 "
TYPICAL LITTORAL SHELF VEGETATION
SCALE: N.T.S.
SCIENTIFIC NAME COMMON NAME PLANTING ZONE QUANTITY NURSERY CONTAINER SPACING PLANTING SEASON
TYPE
Asclepias Incarnate Swamp Milkweed Quill
sedge
Carex tenera Quill Sedge
Chelone glabra White Turtlehead
Eupatoriadelphus dubius Dward Joe Pye Weed
Eupatoriadelphus fistulosus Joe Pye Weed
Eupatoriadelphus maculatus Spotted Trumpetweed
Hibiscus coccineus Scarlet rosemallow
SHALLOW LAND 545
Hibiscus laevis Halberdleaf rosemallow
Kosteletzyka virginica Seashore Mallow
Lobelia cardinalis Cardinal Flower
Lobelia elongata Longleaf Lobelia
Lobelia siphilitica Great blue Lobelia
Rhynchospora colorata Starrush whitetop
Saccharum baldwinii Narrow plumegrass
Acorus americanus Sweetflag
PEAT POT 6' O.C. SPRING/SUMMER
Alisma subcordatum Water Plantain
Hydrolea quadrivalvis Waterpod
Iris virginica Waterpod Blue flag iris
Juncus effusus var. pyiaei or solutus Softrush
Ludwigia spp. Primrose willow
Peltandra virginica Arrow arum
Pontederia cordata Pickerelweed
SHALLOW WATER 545
Sagittaria latifolia Duck Potato
Sagittaria lancifolia Bulltoungue
Saururus cernuus Lizard's tail
Schoenoplectus tabernaemontani Soft stem bulrush
Schoenopleatus americanus Three—square bulrush
Schoenoplectus pungens var.
pungens
Scirpus cyperinus Woolgrass
Zizaniopsis miliacea Giant cutgrass
\ I

(---' 1 _� " LU,J34.0/ T'_
C _ \TrOTI
% �J 7,607
�` `Aiir—
ci21,359.93 SF `-�\ 1 L — 1_1st
' et \ — /• LQI L
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/ /D U.,
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LIOs
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(., 5 /( _T '// // -- /''/ 8,478 SFI
) \\ i/ // �1 iT 62P
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--\---„.., -------,___________,,:`:-/‘i ) ......i::::71..........."`", :710:1---_
-----, . N ..," ,
1 \ V
/
pLANVIEW GRAPHIC SCALE
50 0 25 50 100 200
- II ` 111
( IN FEET )
\ 1 inch = 50 ft. /
PROP r N
GRADE o o a6
COM intoN
L N N N N
EX N0, MI N
GRADE o o ao
®g N N N N
OUTLET CONTROL STRUCTURE
SEE SHEET SCM-2A FOR
235 EXISTING GRADE11 � OFEMBANKMENT=232.0 235
230 juToRRLsKLNslsLOPEi
-"��N,�a __ 230
10-11?11.5V.,22179 ——
09
PERMAIIEW POOL FIEV.2T1.0
INLET PIPE —
225 225
3:1 SLOPE 7- 115'-18"TTDPE 00.87%
BOTTOM OF F STORAY(TOP OF
SEDIMENT TOAGE)=224.5 I TOP OF B
220 CUIIUM Ur atunMLNI SIUIA(,t=ZLs.5 Io 220
BOTTOM OF POND(TOP OF SEDIMENT STORAGE)=223.0
BOTTOM OFSEDWENT STORAGE=222.0
-0+50 0+00 1+00 2+00 3+00 4+00 5+00
WET POND 2 PROFILE VIEW
HORIZONTAL SCALE: 1"=50'
VERTICAL SCALE: 1"=5'

Bowman
NORTH CAROLINA
APPENDIX D
Wet Pond #3 Calculations
CN Values
Wet Pond Design
Hydrographs
Spillway Design
Rip-Rap Apron Calculations
Stormwater Management Details
Turnberry South Phase 2 -Storm water Design Report 9 I P a g e

Bowman North Carolina, Ltd.
Turnberry South, Hoke County, NC
Curve Number Calculation (CN)
Pre-Developed Conditions(Bio-Retention Pond #2)
Drainage Area(acres): 5.76
Existing Soil Groups:
Soil Group Map Symbol Soil Description Acres Percent of DA
A NoB Norfolk Loamy Sand 4.83 84%
C BaD Blaney Loamy Sand 0.93 16%
Existing Land Uses:
Land Use Description Existing Soil Group Acres Curve# Weighted CN
Wooded -Good Stand A 4.83 50 41.9
Wooded -Good Stand C 0.93 73 11.8
Cumulative Curve#= 53.7

Bowman North Carolina, Ltd.
Turnberry South, Hoke County, NC
Curve Number Calculation (CN)
Post-Developed Conditions(Wet Pond #1)
Drainage Area(acres): 7.77
Existing Soil Groups:
Soil Group Map Symbol Soil Description Acres Percent of DA
A NoB Norfolk Loamy Sand 6.84 88%
C BaD Blaney Loamy Sand 0.93 12%
Existing Land Uses:
Land Use Description Existing Soil Group Acres Curve# Weighted CN
Open Space-Good Condition A 3.61 55 25.6
Open Space-Good Condition C 0.93 77 9.2
Impervious Area 3.23 98 40.8
Cumulative Curve#= 75.5

Proposed Infiltrating Wet Pond #3
Project Information
Project Name: Turnberry South, Phase 2
Project#: 220164-01-012
Designed by: MCB Date: 3/14/2024
Revised by: Date:
Checked by: Date:
Site Information
Sub Area Location: Drainage To Proposed Wet Pond
Drainage Area (DA) = 7.77 Acres 338,462 sf
Impervious Area (IA) = 3.23 Acres 140,860 sf
Percent Impervious (I) = 41.62 %
Required Surface Area
Permament Pool Depth: 3.39 ft
SA/DA= 1.449
Min Req'd Surface Area = 4,906 sf(at Permanent Pool)
Required WQv Storage Volume
Design Storm = 1 inch Non-Coastal County
Determine Rv Value = 0.05 + .009 (I) = 0.425 in/in
Storage Volume Required = 11,975 cf(above Permanent Pool)
Elevations
Top of Pond Elevation = 237.00 ft
Temporary Pool Elevation = 234.30 ft
Permanent Pool Elevation = 233.00 ft
Shelf Begining Elevation = 232.50 ft
Forebay Weir= 232.00 ft
Shelf Ending Elevation = 233.50 ft
Bottom Elevation = 229.00 ft
Permanent Pool Area
Area @ Top of Permanent Pool = 17,020 sf
Volume of Temporary Storage = 24,968 cf
Is Permenant Pool Surface Area Sufficient(yes/no)? Yes ( 17020 > 4906 ) sf
Volume of Storage for Design Storm = 24,968 Yes ( 24968 > 11975 ) cf

Incremental Drawdown Time
Proposed Infiltrating Wet Pond#3
Incremental Drawdown Method-Water Quality Volume
Project Information
Project Name: Turnberry South,Phase 2
Project#: 220164-01-012
Designed by: MCB Date: 3/14/2024
Revised by: Date:
Checked by: Date:
Water Quality Orifice
*Incremental Determination of Water Quality Volume Drawdown Time
A
Zone 3 Q3=0.0437 CD*D2(Z-D/24-Ei)' 2)
•
Zone 2 Q2=0.372 CD*D*(Z-Ei)^(312)
Zone 1 Q1=0
Orifice Diameter(D)= 2 in
Cd= 0.6
Ei= 233 Orifice Inv.
Zone 1 Range= 0.00 to 233
Zone 2 Range= 233 to 233.1
Zone 3 Range= 233.1 to 234.3
Incremental Drawdown Method
Contour Incremental Drawdown
Countour Area Volume Stage,Z Zone Q Time
sq ft cu ft ft cfs min
233.00 17,020 0 0.00 2.00 0.000 _ --
233.50 19,090 9,028 0.50 3.00 0.068 _ 2,223
234.00 20,130 9,805 1.00 3.00 0.100 _ 1,627
234.30 20,770 6,135 1.30 3.00 0.116 884
Total -- 24,968 -- -- -- 4,734
Drawdown Time=Incremental Volume/Q/605ec/min
Summary
Total Volume= 24,968 cf
Total Time= 4,734 min
Total Time= 3.29 days
4/15/2024 Pond#3.xls 1 of 1

Main-Pond Contours-Volumes
Elevation Main-Pond Incremental Vol. Accumulated Vol. Description
233 12,760 6,065 39,255 A2(Perm_Pool)
232.5 11,500 5,600 33,190 Al (Bottom_Shelf)
232 10,900 10,315 27,590
231 9,730 9,175 17,275
230 8,620 8,100 8,100
229 7,580 0 0
228 8,680 0 0 A3(Bottom_Pond)
Forebay Contours-Volumes
Elevation FB1 FB2 FB3 Total-Areas Incremental Vol. Accumulated Vol.
233 3,630 3,630 1,613 6,273
232.5 2,820 2,820 1,315 4,660
232 2,440 2,440 2,090 3,345
231 1,740 1,740 1,255 1,255
230 770 770 0 0
Forebay Volume 16.0% *Between 15%&20%
Average Depth(Option 1) 2.89 *At least 3'average depth
Average Depth Calculation (Option 2)
Vpp 39,255
permeter of shelf 430
width of shelf 3
Al (Bottom_Shelf): 11,500
Average Depth = 3.39

Proposed Infiltrating Wet Pond #3
Project Information
Project Name: Turnberry South, Phase 2
Project#: 220164-01-012
Designed by: MCB Date: 3/14/2024
Revised by: Date:
Checked by: Date:
Site Information
Sub Area Location: Drainage to Proposed Pond
Drainage Area (DA) = 7.77 Acres
Impervious Area (IA) = 3.23 Acres
Percent Impervious (I) = 41.62 % (Drainage Area)
Orifice Sizing
Orifice Size = 2.00 in (Diameter)
Drawdown Time = 3.29 days (Incremental Draw Down Method)
less than 5 days (yes/no) ? yes
greater than 2 day(yes/no) ? yes
Anti-Flotation Device
4'x 4' Outlet Structure
Area: 16.0 sf
Volume: 128.0 cf (Water Displaced -Top of Pond to Bottom of Pond)
Weight: 7987 lbs
Factor of Safety 1.20
WT Req'd of Anti-Flotation Device: 9584.6 lbs
Volume of Concrete Req'd: 63.9 cf (Unit WT of Concrete = 150 pcf)
Volume Provided: 77.5 cf (4'x4' riser x 2.5' =40 sf, 5'x5'footing x 1.5' =37.5cf)

1
Hydrograph Summary Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 0.219 2 764 3,677 Pre-Developed-Overall Site
2 SCS Runoff 13.39 2 718 26,821 Post Developed to Pond
3 Reservoir 0.107 2 1442 23,026 2 234.18 22,475 Post Through Pond
5 SCS Runoff 0.094 2 360 906 1.0 Post-Developed to Pond
6 Reservoir 0.004 2 368 679 5 233.05 886 Post Through Pond
Pond#3.gpw Return Period: 1 Year Monday, 04/ 15/2024

2
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 1
Pre-Developed-Overall Site
Hydrograph type = SCS Runoff Peak discharge = 0.219 cfs
Storm frequency = 1 yrs Time to peak = 764 min
Time interval = 2 min Hyd. volume = 3,677 cuft
Drainage area = 5.760 ac Curve number = 53.7
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = TR55 Time of conc. (Tc) = 42.80 min
Total precip. = 3.04 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Pre-Developed-Overall Site
Q (cfs) Hyd. No. 1 -- 1 Year Q (cfs)
0.50 0.50
0.45 0.45
0.40 0.40
0.35 0.35
0.30 0.30
0.25 0.25
0.20 0.20
0.15 - 0.15
0.10 0.10
0.05 0.05
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 1 Time (min)

3
TR55 Tc Worksheet
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022
Hyd. No. 1
Pre-Developed-Overall Site
Description A B C Totals
Sheet Flow
Manning's n-value = 0.400 0.011 0.011
Flow length (ft) = 100.0 0.0 0.0
Two-year 24-hr precip. (in) = 3.68 0.00 0.00
Land slope (%) = 0.40 0.00 0.00
Travel Time (min) = 38.12 + 0.00 + 0.00 = 38.12
Shallow Concentrated Flow
Flow length (ft) = 709.00 0.00 0.00
Watercourse slope (%) = 2.48 0.00 0.00
Surface description = Unpaved Paved Paved
Average velocity (ft/s) =2.54 0.00 0.00
Travel Time (min) = 4.65 + 0.00 + 0.00 = 4.65
Channel Flow
X sectional flow area (sqft) = 0.00 0.00 0.00
Wetted perimeter(ft) = 0.00 0.00 0.00
Channel slope (%) = 0.00 0.00 0.00
Manning's n-value = 0.015 0.015 0.015
Velocity (ft/s) =0.00
0.00
0.00
Flow length (ft) ({0})0.0 0.0 0.0
Travel Time (min) = 0.00 + 0.00 + 0.00 = 0.00
Total Travel Time, Tc 42.80 min

4
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 2
Post Developed to Pond
Hydrograph type = SCS Runoff Peak discharge = 13.39 cfs
Storm frequency = 1 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 26,821 cuft
Drainage area = 7.770 ac Curve number = 75.5
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 3.04 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Post Developed to Pond
Q (cfs) Hyd. No. 2 -- 1 Year Q (cfs)
14.00 14.00
12.00 12.00
10.00 10.00
8.00 8.00
6.00 6.00
4.00 - - - 4.00
2.00 2.00
0.00 - 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 2 Time (min)

5
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 3
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 0.107 cfs
Storm frequency = 1 yrs Time to peak = 1442 min
Time interval = 2 min Hyd. volume = 23,026 cuft
Inflow hyd. No. = 2 - Post Developed to Pond Max. Elevation = 234.18 ft
Reservoir name = Wet Pond Max. Storage = 22,475 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) Hyd. No. 3 -- 1 Year Q (cfs)
14.00 - 14.00
12.00 1 12.00
10.00 10.00
8.00 8.00
6.00 6.00
4.00 - 4.00
2.00 2.00
0.00 -. 0.00
0 600 1200 1800 2400 3000 3600 4200 4800 5400 6000
Time (min)
Hyd No. 3 Hyd No. 2 111111111 Total storage used = 22,475 cuft

Pond Report 6
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday, 04/15/2024
Pond No. 1 - Wet Pond
Pond Data
Contours-User-defined contour areas.Average end area method used for volume calculation.Begining Elevation=233.00 ft
Stage/Storage Table
Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cuft) Total storage(cuft)
0.00 233.00 17,020 0 0
0.50 233.50 19,090 9,028 9,028
1.00 234.00 20,130 9,805 18,833
1.30 234.30 20,770 6,135 24,968
2.00 235.00 22,280 15,068 40,035
3.00 236.00 24,530 23,405 63,440
4.00 237.00 26,280 25,405 88,845
Culvert/Orifice Structures Weir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]
Rise(in) = 15.00 2.00 Inactive Inactive Crest Len(ft) = 1.00 15.00 10.00 Inactive
Span(in) = 15.00 2.00 0.00 0.00 Crest El.(ft) = 234.30 235.00 235.50 0.00
No.Barrels = 1 1 0 0 Weir Coeff. = 3.33 2.60 3.33 3.33
Invert El.(ft) = 233.00 233.00 0.00 0.00 Weir Type = Rect Broad Ciplti ---
Length(ft) = 48.00 0.50 0.00 0.00 Multi-Stage = Yes Yes No No
Slope(%) = 6.25 1.00 0.00 n/a
N-Value = .013 .013 .013 n/a
Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(in/hr) = 0.000(by Contour)
Multi-Stage = n/a Yes No No TW Elev.(ft) = 0.00
Note:Culvert/orifice outflows are analyzed under inlet(ic)and outlet(oc)control.Weir risers checked for orifice conditions(ic)and submergence(s).
Stage(ft) Stage/Discharge Elev(ft)
4.00 237.00
3.00 236.00
2.00 235.00
1.00 234.00
0.00 233.00
0.00 7.00 14.00 21.00 28.00 35.00 42.00 49.00 56.00 63.00 70.00 77.00
Total Q Discharge(cfs)

7
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 5
1.0 Post-Developed to Pond
Hydrograph type = SCS Runoff Peak discharge = 0.094 cfs
Storm frequency = 1 yrs Time to peak = 360 min
Time interval = 2 min Hyd. volume = 906 cuft
Drainage area = 7.770 ac Curve number = 75.5
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 1.00 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs Shape factor = 484
1.0 Post-Developed to Pond
Q (cfs) Hyd. No. 5 -- 1 Year Q (cfs)
0.10 0.10
0.09 0.09
0.08 0.08
0.07 0.07
0.06 0.06
0.05 0.05
0.04 0.04
0.03 0.03
0.02 0.02
0.01 0.01
0.00 - I I ,. 0.00
0 60 120 180 240 300 360 420
Hyd No. 5 Time (min)

8
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 6
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 0.004 cfs
Storm frequency = 1 yrs Time to peak = 368 min
Time interval = 2 min Hyd. volume = 679 cuft
Inflow hyd. No. = 5 - 1.0 Post-Developed to Pond/lax. Elevation = 233.05 ft
Reservoir name = Wet Pond Max. Storage = 886 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) Hyd. No. 6 -- 1 Year Q (cfs)
0.10 - 0.10
0.09 0.09
0.08 0.08
0.07 0.07
0.06 - 0.06
0.05 I 0.05
0.04 0.04
0.03 0.03
0.02 0.02
0.01 0.01
0.00 - I 0.00
0 600 1200 1800 2400 3000 3600 4200 4800 5400 6000
Time (min)
Hyd No. 6 Hyd No. 5 111111111 Total storage used = 886 cuft

Pond Report 9
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday, 04/15/2024
Pond No. 1 - Wet Pond
Pond Data
Contours-User-defined contour areas.Average end area method used for volume calculation.Begining Elevation=233.00 ft
Stage/Storage Table
Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cuft) Total storage(cuft)
0.00 233.00 17,020 0 0
0.50 233.50 19,090 9,028 9,028
1.00 234.00 20,130 9,805 18,833
1.30 234.30 20,770 6,135 24,968
2.00 235.00 22,280 15,068 40,035
3.00 236.00 24,530 23,405 63,440
4.00 237.00 26,280 25,405 88,845
Culvert/Orifice Structures Weir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]
Rise(in) = 15.00 2.00 Inactive Inactive Crest Len(ft) = 1.00 15.00 10.00 Inactive
Span(in) = 15.00 2.00 0.00 0.00 Crest El.(ft) = 234.30 235.00 235.50 0.00
No.Barrels = 1 1 0 0 Weir Coeff. = 3.33 2.60 3.33 3.33
Invert El.(ft) = 233.00 233.00 0.00 0.00 Weir Type = Rect Broad Ciplti ---
Length(ft) = 48.00 0.50 0.00 0.00 Multi-Stage = Yes Yes No No
Slope(%) = 6.25 1.00 0.00 n/a
N-Value = .013 .013 .013 n/a
Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(in/hr) = 0.000(by Contour)
Multi-Stage = n/a Yes No No TW Elev.(ft) = 0.00
Note:Culvert/orifice outflows are analyzed under inlet(ic)and outlet(oc)control.Weir risers checked for orifice conditions(ic)and submergence(s).
Stage(ft) Stage/Discharge Elev(ft)
4.00 237.00
3.00 236.00
2.00 235.00
1.00 234.00
0.00 233.00
0.00 7.00 14.00 21.00 28.00 35.00 42.00 49.00 56.00 63.00 70.00 77.00
Total Q Discharge(cfs)

10
Hydrograph Summary Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 0.721 2 750 7,632 Pre-Developed-Overall Site
2 SCS Runoff 19.34 2 718 38,706 Post Developed to Pond
3 Reservoir 0.335 2 1096 33,298 2 234.46 28,448 Post Through Pond
5 SCS Runoff 0.000 2 n/a 0 1.0 Post-Developed to Pond
6 Reservoir 0.000 2 n/a 0 5 233.00 0.000 Post Through Pond
Pond#3.gpw Return Period: 2 Year Monday, 04/ 15/2024

11
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 1
Pre-Developed-Overall Site
Hydrograph type = SCS Runoff Peak discharge = 0.721 cfs
Storm frequency = 2 yrs Time to peak = 750 min
Time interval = 2 min Hyd. volume = 7,632 cuft
Drainage area = 5.760 ac Curve number = 53.7
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = TR55 Time of conc. (Tc) = 42.80 min
Total precip. = 3.68 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Pre-Developed-Overall Site
Q (cfs) Hyd. No. 1 -- 2 Year Q (cfs)
1.00 - 1.00
0.90 0.90
0.80 0.80
0.70 0.70
0.60 0.60
0.50 — 0.50
0.40 0.40
0.30 - 0.30
0.20 0.20
0.10 0.10
0.00 - 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 1 Time (min)

12
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 2
Post Developed to Pond
Hydrograph type = SCS Runoff Peak discharge = 19.34 cfs
Storm frequency = 2 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 38,706 cuft
Drainage area = 7.770 ac Curve number = 75.5
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 3.68 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Post Developed to Pond
Q (cfs) Hyd. No. 2 -- 2 Year Q (cfs)
21.00 21.00
18.00 18.00
15.00 15.00
12.00 12.00
9.00 9.00
6.00 6.00
3.00 3.00
*. —
0.00 - & 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 2 Time (min)

13
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 3
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 0.335 cfs
Storm frequency = 2 yrs Time to peak = 1096 min
Time interval = 2 min Hyd. volume = 33,298 cuft
Inflow hyd. No. = 2 - Post Developed to Pond Max. Elevation = 234.46 ft
Reservoir name = Wet Pond Max. Storage = 28,448 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) Hyd. No. 3 -- 2 Year Q (cfs)
21.00 21.00
18.00 18.00
15.00 15.00
12.00 12.00
9.00 9.00
6.00 6.00
3.00 3.00
0.00 0.00
0 600 1200 1800 2400 3000 3600 4200 4800 5400 6000
Time (min)
Hyd No. 3 Hyd No. 2 I Total storage used = 28,448 cuft

14
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 5
1.0 Post-Developed to Pond
Hydrograph type = SCS Runoff Peak discharge = 0.000 cfs
Storm frequency = 2 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Drainage area = 7.770 ac Curve number = 75.5
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 0.00 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs Shape factor = 484
1.0 Post-Developed to Pond
Q (cfs) Hyd. No. 5 -- 2 Year Q (cfs)
0.10 0.10
0.09 I 0.09
0.08 0.08
0.07 0.07
0.06 - 0.06
0.05 0.05
0.04 0.04
0.03 0.03
0.02 0.02
0.01 0.01
0.00 - , 0.00
0 20 40 60 80 100 120
Hyd No. 5 Time (min)

15
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 6
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 2 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Inflow hyd. No. = 5 - 1.0 Post-Developed to Pond/lax. Elevation = 233.00 ft
Reservoir name = Wet Pond Max. Storage = 0 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) Hyd. No. 6 -- 2 Year Q (cfs)
0.10 - 0.10
0.09 0.09
0.08 0.08
0.07 0.07
0.06 0.06
0.05 0.05
0.04 0.04
0.03 0.03
0.02 0.02
0.01 0.01
0.00 - 0.00
0 600 1200 1800 2400 3000 3600 4200 4800 5400 6000
Time (min)
Hyd No. 6 Hyd No. 5 I I Total storage used = 0 cuft

16
Hydrograph Summary Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 3.584 2 742 23,621 Pre-Developed-Overall Site
2 SCS Runoff 37.34 2 716 75,528 Post Developed to Pond
3 Reservoir 2.581 2 756 69,844 2 235.03 40,757 Post Through Pond
5 SCS Runoff 0.000 2 n/a 0 1.0 Post-Developed to Pond
6 Reservoir 0.000 2 n/a 0 5 233.00 0.000 Post Through Pond
Pond#3.gpw Return Period: 10 Year Monday, 04/ 15/2024

17
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday, 04/15/2024
Hyd. No. 1
Pre-Developed-Overall Site
Hydrograph type = SCS Runoff Peak discharge = 3.584 cfs
Storm frequency = 10 yrs Time to peak = 742 min
Time interval = 2 min Hyd. volume = 23,621 cuft
Drainage area = 5.760 ac Curve number = 53.7
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = TR55 Time of conc. (Tc) = 42.80 min
Total precip. = 5.44 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Pre-Developed-Overall Site
Q (cfs) Hyd. No. 1 -- 10 Year Q (cfs)
4.00 4.00
3.00 3.00
2.00 - 2.00
1.00 1.00
0.00 — - 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
— Hyd No. 1

18
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday, 04/15/2024
Hyd. No. 2
Post Developed to Pond
Hydrograph type = SCS Runoff Peak discharge = 37.34 cfs
Storm frequency = 10 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 75,528 cuft
Drainage area = 7.770 ac Curve number = 75.5
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 5.44 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Post Developed to Pond
Q (cfs) Hyd. No. 2 -- 10 Year Q (cfs)
40.00 40.00
30.00 30.00
20.00 20.00
10.00 10.00
0.00 -. -- ..."/\."" ' 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
Time (min)
— Hyd No. 2

19
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday, 04/15/2024
Hyd. No. 3
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 2.581 cfs
Storm frequency = 10 yrs Time to peak = 756 min
Time interval = 2 min Hyd. volume = 69,844 cuft
Inflow hyd. No. = 2 - Post Developed to Pond Max. Elevation = 235.03 ft
Reservoir name = Wet Pond Max. Storage = 40,757 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) Hyd. No. 3 -- 10 Year Q (cfs)
40.00 40.00
30.00 30.00
20.00 20.00
10.00 10.00
0.00 — 0.00
0 600 1200 1800 2400 3000 3600 4200 4800 5400 6000
Time (min)
— Hyd No. 3 — Hyd No. 2 1111111 I Total storage used =40,757 cuft

20
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 5
1.0 Post-Developed to Pond
Hydrograph type = SCS Runoff Peak discharge = 0.000 cfs
Storm frequency = 10 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Drainage area = 7.770 ac Curve number = 75.5
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 0.00 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs Shape factor = 484
1.0 Post-Developed to Pond
Q (cfs) Hyd. No. 5 -- 10 Year Q (cfs)
0.10 0.10
0.09 I 0.09
0.08 0.08
0.07 0.07
0.06 - 0.06
0.05 0.05
0.04 0.04
0.03 0.03
0.02 0.02
0.01 0.01
0.00 - , 0.00
0 20 40 60 80 100 120
Hyd No. 5 Time (min)

21
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 6
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 10 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Inflow hyd. No. = 5 - 1.0 Post-Developed to Pon(Max. Elevation = 233.00 ft
Reservoir name = Wet Pond Max. Storage = 0 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) Hyd. No. 6 -- 10 Year Q (cfs)
0.10 - 0.10
0.09 0.09
0.08 0.08
0.07 0.07
0.06 0.06
0.05 0.05
0.04 0.04
0.03 0.03
0.02 0.02
0.01 0.01
0.00 - 0.00
0 600 1200 1800 2400 3000 3600 4200 4800 5400 6000
Time (min)
Hyd No. 6 Hyd No. 5 I I Total storage used = 0 cuft

22
Hydrograph Summary Report Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 10.87 2 740 59,773 Pre-Developed-Overall Site
2 SCS Runoff 68.73 2 716 141,576 Post Developed to Pond
3 Reservoir 24.06 2 724 135,699 2 236.08 65,532 Post Through Pond
5 SCS Runoff 0.000 2 n/a 0 1.0 Post-Developed to Pond
6 Reservoir 0.000 2 n/a 0 5 233.00 0.000 Post Through Pond
Pond#3.gpw Return Period: 100 Year Monday, 04/ 15/2024

23
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 1
Pre-Developed-Overall Site
Hydrograph type = SCS Runoff Peak discharge = 10.87 cfs
Storm frequency = 100 yrs Time to peak = 740 min
Time interval = 2 min Hyd. volume = 59,773 cuft
Drainage area = 5.760 ac Curve number = 53.7
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = TR55 Time of conc. (Tc) = 42.80 min
Total precip. = 8.28 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Pre-Developed-Overall Site
Q (cfs) Hyd. No. 1 -- 100 Year Q (cfs)
12.00 - 12.00
10.00 - 10.00
8.00 8.00
6.00 6.00
4.00 4.00
2.00 2.00
0.00 -, - - 111111111 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 1 Time (min)

24
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 2
Post Developed to Pond
Hydrograph type = SCS Runoff Peak discharge = 68.73 cfs
Storm frequency = 100 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 141,576 cuft
Drainage area = 7.770 ac Curve number = 75.5
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 8.28 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Post Developed to Pond
Q (cfs) Hyd. No. 2 -- 100 Year Q (cfs)
70.00 70.00
60.00 60.00
50.00 50.00
40.00 40.00
30.00 30.00
20.00 20.00
10.00 10.00
—
0.00 — 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320
Hyd No. 2 Time (min)

25
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 3
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 24.06 cfs
Storm frequency = 100 yrs Time to peak = 724 min
Time interval = 2 min Hyd. volume = 135,699 cuft
Inflow hyd. No. = 2 - Post Developed to Pond Max. Elevation = 236.08 ft
Reservoir name = Wet Pond Max. Storage = 65,532 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) Hyd. No. 3-- 100 Year Q (cfs)
70.00 � 70.00
60.00 60.00
50.00 50.00
40.00 40.00
30.00 30.00
20.00 20.00
I _
10.00 10.00
ILW
I \
0.00 1 — 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 1680
Time (min)
Hyd No. 3 Hyd No. 2 111111111 Total storage used = 65,532 cuft

26
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 5
1.0 Post-Developed to Pond
Hydrograph type = SCS Runoff Peak discharge = 0.000 cfs
Storm frequency = 100 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Drainage area = 7.770 ac Curve number = 75.5
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 5.00 min
Total precip. = 0.00 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs Shape factor = 484
1.0 Post-Developed to Pond
Q (cfs) Hyd. No. 5-- 100 Year Q (cfs)
0.10 0.10
0.09 I 0.09
0.08 0.08
0.07 0.07
0.06 - 0.06
0.05 0.05
0.04 0.04
0.03 0.03
0.02 0.02
0.01 0.01
0.00 — — 0.00
0 20 40 60 80 100 120
Hyd No. 5 Time (min)

27
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 6
Post Through Pond
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 100 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Inflow hyd. No. = 5 - 1.0 Post-Developed to Pon(Max. Elevation = 233.00 ft
Reservoir name = Wet Pond Max. Storage = 0 cuft
Storage Indication method used.
Post Through Pond
Q (cfs) Hyd. No. 6-- 100 Year Q (cfs)
0.10 - 0.10
0.09 0.09
0.08 0.08
0.07 0.07
0.06 0.06
0.05 0.05
0.04 0.04
0.03 0.03
0.02 0.02
0.01 0.01
0.00 - 0.00
0 600 1200 1800 2400 3000 3600 4200 4800 5400 6000
Time (min)
Hyd No. 6 Hyd No. 5 I I Total storage used = 0 cuft

1
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2022 Monday,04/15/2024
Hyd. No. 3 Peak Flow Period
Post Through Pond 12.73-11.97=0.76 - 1 hour
Hydrograph type = Reservoir Peak discharge = 24.06 cfs
Storm frequency = 100 yrs Time to peak = 12.07 hrs
Time interval = 2 min Hyd. volume = 135,699 cuft
Inflow hyd. No. = 2 - Post Developed tovoir name = Wet Pond
Max. Elevation = 236.08 ft Max. Storage = 65,532 cuft
Storage Indication method used.
Hydrograph Discharge Table (Printed values>=1.00%ofQp.)
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
11.80 29.95 234.46 0.333 0.115 0.215 0.331
11.83 37.95 234.65 0.794 0.116 0.678 0.794
11.87 48.12 234.88 1.588 0.118 1.469 1.588
11.90 59.83 235.15 4.877 0.093 2.445 2.337 4.875
11.93 68.73 « 235.45 7.828 0.027 1.552 6.247 7.825
11.97 67.14 235.74 8.554 0.015 1.299 7.232 4.025 12.57
12.00 53.06 235.97 9.020 0.011 1.219 7.770 10.68 19.68
12.03 33.52 236.07 9.225 0.010 1.198 8.006 14.44 23.66
12.07 18.52 236.08 « 9.245 0.010 1.196 8.029 14.82 24.06
12.10 11.52 236.04 9.169 0.010 1.203 7.940 13.37 22.53
12.13 9.487 235.99 9.066 0.011 1.213 7.821 11.46 20.50
12.17 9.096 235.94 8.961 0.012 1.227 7.706 9.692 18.64
12.20 8.722 235.89 8.869 0.012 1.240 7.604 8.191 17.05
12.23 8.347 235.85 8.786 0.013 1.254 7.509 6.997 15.77
12.27 7.970 235.82 8.711 0.013 1.267 7.424 5.930 14.63
12.30 7.589 235.78 8.642 0.014 1.280 7.341 5.043 13.68
12.33 7.208 235.75 8.577 0.015 1.294 7.261 4.292 12.86
12.37 6.824 235.72 8.517 0.015 1.307 7.186 3.594 12.10
12.40 6.439 235.70 8.460 0.016 1.320 7.115 2.948 11.40
12.43 6.051 235.67 8.403 0.017 1.336 7.042 2.466 10.86
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2
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
12.47 5.661 235.65 8.347 0.017 1.352 6.971 1.998 10.34
12.50 5.271 235.63 8.293 0.018 1.368 6.901 1.542 9.829
12.53 4.910 235.60 8.241 0.019 1.383 6.834 1.098 9.334
12.57 4.640 235.58 8.185 0.020 1.403 6.757 0.840 9.020
12.60 4.471 235.56 8.130 0.021 1.424 6.681 0.607 8.732
12.63 4.363 235.54 8.076 0.022 1.444 6.607 0.382 8.453
12.67 4.276 235.52 8.025 0.022 1.463 6.536 0.166 8.186
12.70 4.189 235.50 7.974 0.023 1.483 6.464 7.970
12.73 4.101 235.48 7.917 0.025 1.510 6.379 7.914
12.77 4.013 235.46 7.860 0.026 1.537 6.294 7.857
12.80 3.924 235.44 7.803 0.027 1.565 6.208 7.800
12.83 3.836 235.42 7.745 0.028 1.592 6.121 7.742
12.87 3.747 235.40 7.683 0.030 1.623 6.028 7.681
12.90 3.659 235.38 7.603 0.032 1.669 5.900 7.601
12.93 3.569 235.36 7.522 0.034 1.715 5.771 7.520
12.97 3.480 235.34 7.442 0.037 1.761 5.642 7.440
13.00 3.390 235.32 7.361 0.039 1.808 5.513 7.359
13.03 3.305 235.30 7.246 0.042 1.872 5.330 7.244
13.07 3.232 235.28 7.004 0.049 2.004 4.950 7.003
13.10 3.174 235.26 6.773 0.056 2.130 4.586 6.772
13.13 3.123 235.24 6.553 0.062 2.250 4.240 6.552
13.17 3.075 235.22 6.343 0.068 2.364 3.910 6.342
13.20 3.027 235.21 6.142 0.074 2.473 3.596 6.142
13.23 2.979 235.19 5.845 0.079 2.498 3.268 5.845
13.27 2.931 235.18 5.518 0.084 2.480 2.953 5.517
13.30 2.883 235.16 5.222 0.088 2.464 2.669 5.220
13.33 2.835 235.15 4.954 0.092 2.449 2.411 4.952
13.37 2.787 235.14 4.711 0.095 2.436 2.178 4.709
Continues on next page...

3
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
13.40 2.738 235.13 4.490 0.098 2.424 1.966 4.488
13.43 2.690 235.12 4.289 0.101 2.413 1.772 4.286
13.47 2.642 235.12 4.105 0.104 2.403 1.595 4.102
13.50 2.593 235.11 3.937 0.106 2.394 1.434 3.934
13.53 2.546 235.10 3.782 0.108 2.386 1.285 3.779
13.57 2.503 235.10 3.665 0.109 2.366 1.186 3.661
13.60 2.464 235.09 3.569 0.110 2.341 1.114 3.565
13.63 2.429 235.08 3.478 0.111 2.317 1.047 3.474
13.67 2.394 235.08 3.391 0.111 2.295 0.982 3.388
13.70 2.359 235.07 3.308 0.112 2.273 0.921 3.306
13.73 2.325 235.07 3.230 0.112 2.253 0.862 3.227
13.77 2.290 235.07 3.155 0.113 2.233 0.807 3.152
13.80 2.255 235.06 3.083 0.113 2.214 0.753 3.081
13.83 2.220 235.06 3.014 0.113 2.196 0.702 3.012
13.87 2.185 235.05 2.948 0.114 2.179 0.653 2.946
13.90 2.151 235.05 2.885 0.114 2.163 0.606 2.883
13.93 2.116 235.05 2.823 0.115 2.147 0.560 2.822
13.97 2.080 235.04 2.764 0.115 2.131 0.516 2.763
14.00 2.045 235.04 2.707 0.115 2.116 0.474 2.706
14.03 2.013 235.04 2.652 0.116 2.102 0.433 2.651
14.07 1.987 235.03 2.599 0.116 2.088 0.393 2.598
14.10 1.969 235.03 2.548 0.116 2.075 0.356 2.547
14.13 1.955 235.03 2.501 0.117 2.063 0.320 2.500
14.17 1.944 235.02 2.456 0.117 2.051 0.287 2.455
14.20 1.931 235.02 2.414 0.117 2.040 0.256 2.413
14.23 1.919 235.02 2.374 0.118 2.030 0.226 2.373
14.27 1.908 235.02 2.336 0.118 2.020 0.198 2.336
14.30 1.896 235.01 2.301 0.118 2.010 0.172 2.300
Continues on next page...

4
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
14.33 1.884 235.01 2.267 0.118 2.002 0.147 2.267
14.37 1.872 235.01 2.236 0.118 1.993 0.123 2.235
14.40 1.859 235.01 2.205 0.119 1.986 0.101 2.205
14.43 1.847 235.01 2.177 0.119 1.978 0.079 2.176
14.47 1.835 235.00 2.149 0.119 1.971 0.059 2.149
14.50 1.823 235.00 2.123 0.119 1.964 0.040 2.123
14.53 1.811 235.00 2.098 0.119 1.958 0.021 2.098
14.57 1.799 235.00 2.074 0.119 1.951 0.003 2.074
14.60 1.787 235.00 2.065 0.119 1.945 2.065
14.63 1.775 235.00 2.058 0.119 1.939 2.058
14.67 1.763 235.00 2.052 0.119 1.932 2.052
14.70 1.751 234.99 2.045 0.119 1.926 2.045
14.73 1.739 234.99 2.039 0.119 1.919 2.038
14.77 1.726 234.99 2.032 0.119 1.912 2.032
14.80 1.714 234.99 2.025 0.119 1.905 2.025
14.83 1.702 234.99 2.018 0.119 1.898 2.017
14.87 1.690 234.99 2.010 0.119 1.891 2.010
14.90 1.678 234.98 2.003 0.119 1.884 2.003
14.93 1.666 234.98 1.996 0.119 1.876 1.995
14.97 1.653 234.98 1.988 0.119 1.869 1.988
15.00 1.641 234.98 1.980 0.119 1.861 1.980
15.03 1.629 234.98 1.973 0.119 1.853 1.973
15.07 1.617 234.97 1.965 0.119 1.845 1.965
15.10 1.604 234.97 1.957 0.119 1.837 1.957
15.13 1.592 234.97 1.949 0.119 1.829 1.949
15.17 1.580 234.97 1.941 0.119 1.821 1.940
15.20 1.568 234.97 1.932 0.119 1.813 1.932
15.23 1.555 234.96 1.924 0.119 1.805 1.924
Continues on next page...

5
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
15.27 1.543 234.96 1.916 0.119 1.796 1.916
15.30 1.531 234.96 1.907 0.119 1.788 1.907
15.33 1.518 234.96 1.898 0.119 1.779 1.898
15.37 1.506 234.96 1.890 0.119 1.771 1.890
15.40 1.494 234.95 1.881 0.119 1.762 1.881
15.43 1.482 234.95 1.872 0.119 1.753 1.872
15.47 1.469 234.95 1.863 0.119 1.744 1.863
15.50 1.457 234.95 1.854 0.119 1.735 1.854
15.53 1.444 234.94 1.845 0.119 1.726 1.845
15.57 1.432 234.94 1.836 0.119 1.717 1.836
15.60 1.420 234.94 1.827 0.119 1.708 1.827
15.63 1.407 234.94 1.818 0.119 1.699 1.818
15.67 1.395 234.94 1.808 0.119 1.689 1.808
15.70 1.383 234.93 1.799 0.119 1.680 1.799
15.73 1.370 234.93 1.789 0.119 1.670 1.789
15.77 1.358 234.93 1.780 0.119 1.661 1.780
15.80 1.345 234.93 1.771 0.119 1.652 1.771
15.83 1.333 234.92 1.762 0.119 1.643 1.762
15.87 1.321 234.92 1.752 0.119 1.634 1.752
15.90 1.308 234.92 1.743 0.119 1.624 1.743
15.93 1.296 234.92 1.734 0.119 1.615 1.734
15.97 1.283 234.91 1.724 0.119 1.606 1.724
16.00 1.271 234.91 1.715 0.119 1.596 1.715
16.03 1.259 234.91 1.705 0.119 1.586 1.705
16.07 1.250 234.91 1.696 0.119 1.577 1.695
16.10 1.243 234.90 1.686 0.119 1.567 1.686
16.13 1.239 234.90 1.677 0.119 1.558 1.676
16.17 1.234 234.90 1.667 0.119 1.549 1.667
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6
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
16.20 1.230 234.90 1.658 0.119 1.539 1.658
16.23 1.226 234.89 1.649 0.119 1.530 1.649
16.27 1.221 234.89 1.640 0.118 1.521 1.640
16.30 1.217 234.89 1.631 0.118 1.512 1.631
16.33 1.213 234.89 1.622 0.118 1.503 1.622
16.37 1.208 234.89 1.613 0.118 1.495 1.613
16.40 1.204 234.88 1.604 0.118 1.486 1.604
16.43 1.200 234.88 1.596 0.118 1.477 1.596
16.47 1.195 234.88 1.587 0.118 1.469 1.587
16.50 1.191 234.88 1.579 0.118 1.461 1.579
16.53 1.186 234.87 1.571 0.118 1.452 1.571
16.57 1.182 234.87 1.562 0.118 1.444 1.562
16.60 1.178 234.87 1.554 0.118 1.436 1.554
16.63 1.173 234.87 1.546 0.118 1.428 1.546
16.67 1.169 234.87 1.538 0.118 1.420 1.538
16.70 1.165 234.86 1.530 0.118 1.412 1.530
16.73 1.160 234.86 1.522 0.118 1.404 1.522
16.77 1.156 234.86 1.515 0.118 1.396 1.515
16.80 1.151 234.86 1.508 0.118 1.389 1.507
16.83 1.147 234.86 1.502 0.118 1.382 1.500
16.87 1.143 234.85 1.495 0.118 1.375 1.493
16.90 1.138 234.85 1.489 0.118 1.368 1.486
16.93 1.134 234.85 1.483 0.118 1.361 1.479
16.97 1.130 234.85 1.477 0.118 1.354 1.472
17.00 1.125 234.85 1.470 0.118 1.347 1.465
17.03 1.121 234.84 1.464 0.118 1.340 1.458
17.07 1.116 234.84 1.458 0.118 1.333 1.452
17.10 1.112 234.84 1.452 0.118 1.327 1.445
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7
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
17.13 1.108 234.84 1.446 0.118 1.320 1.438
17.17 1.103 234.84 1.440 0.118 1.313 1.431
17.20 1.099 234.84 1.434 0.118 1.307 1.425
17.23 1.094 234.83 1.428 0.118 1.300 1.418
17.27 1.090 234.83 1.423 0.118 1.294 1.412
17.30 1.086 234.83 1.417 0.118 1.287 1.405
17.33 1.081 234.83 1.411 0.118 1.281 1.399
17.37 1.077 234.83 1.405 0.118 1.274 1.392
17.40 1.072 234.82 1.400 0.118 1.268 1.386
17.43 1.068 234.82 1.394 0.118 1.262 1.380
17.47 1.064 234.82 1.388 0.118 1.256 1.373
17.50 1.059 234.82 1.383 0.118 1.249 1.367
17.53 1.055 234.82 1.377 0.118 1.243 1.361
17.57 1.050 234.82 1.372 0.118 1.237 1.355
17.60 1.046 234.81 1.366 0.118 1.231 1.349
17.63 1.041 234.81 1.361 0.118 1.225 1.342
17.67 1.037 234.81 1.355 0.118 1.219 1.336
17.70 1.032 234.81 1.350 0.118 1.213 1.330
17.73 1.028 234.81 1.345 0.118 1.207 1.324
17.77 1.024 234.81 1.339 0.118 1.201 1.318
17.80 1.019 234.80 1.334 0.118 1.195 1.312
17.83 1.015 234.80 1.329 0.118 1.189 1.307
17.87 1.010 234.80 1.323 0.118 1.183 1.301
17.90 1.006 234.80 1.318 0.118 1.177 1.295
17.93 1.001 234.80 1.313 0.118 1.171 1.289
17.97 0.997 234.80 1.308 0.118 1.166 1.283
18.00 0.993 234.79 1.303 0.118 1.160 1.277
18.03 0.988 234.79 1.298 0.118 1.154 1.272
Continues on next page...

8
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
18.07 0.984 234.79 1.292 0.118 1.148 1.266
18.10 0.979 234.79 1.287 0.118 1.143 1.260
18.13 0.975 234.79 1.282 0.118 1.137 1.255
18.17 0.970 234.79 1.277 0.118 1.132 1.250
18.20 0.966 234.79 1.271 0.118 1.127 1.244
18.23 0.961 234.78 1.266 0.118 1.122 1.239
18.27 0.957 234.78 1.261 0.118 1.116 1.234
18.30 0.952 234.78 1.255 0.118 1.111 1.229
18.33 0.948 234.78 1.250 0.117 1.106 1.223
18.37 0.944 234.78 1.245 0.117 1.101 1.218
18.40 0.939 234.78 1.240 0.117 1.096 1.213
18.43 0.934 234.77 1.234 0.117 1.091 1.208
18.47 0.930 234.77 1.229 0.117 1.085 1.203
18.50 0.926 234.77 1.224 0.117 1.080 1.198
18.53 0.921 234.77 1.219 0.117 1.075 1.193
18.57 0.917 234.77 1.214 0.117 1.070 1.187
18.60 0.912 234.77 1.209 0.117 1.065 1.182
18.63 0.908 234.77 1.203 0.117 1.060 1.177
18.67 0.903 234.76 1.198 0.117 1.055 1.172
18.70 0.899 234.76 1.193 0.117 1.050 1.167
18.73 0.894 234.76 1.188 0.117 1.045 1.162
18.77 0.890 234.76 1.183 0.117 1.040 1.157
18.80 0.885 234.76 1.178 0.117 1.035 1.152
18.83 0.881 234.76 1.173 0.117 1.030 1.147
18.87 0.876 234.76 1.168 0.117 1.025 1.142
18.90 0.872 234.75 1.163 0.117 1.020 1.137
18.93 0.867 234.75 1.158 0.117 1.015 1.132
18.97 0.863 234.75 1.153 0.117 1.010 1.127
Continues on next page...

9
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
19.00 0.858 234.75 1.147 0.117 1.005 1.122
19.03 0.854 234.75 1.142 0.117 1.000 1.117
19.07 0.850 234.75 1.137 0.117 0.995 1.112
19.10 0.845 234.74 1.132 0.117 0.990 1.107
19.13 0.840 234.74 1.127 0.117 0.985 1.102
19.17 0.836 234.74 1.122 0.117 0.980 1.097
19.20 0.831 234.74 1.117 0.117 0.975 1.092
19.23 0.827 234.74 1.112 0.117 0.970 1.087
19.27 0.822 234.74 1.108 0.117 0.965 1.083
19.30 0.818 234.74 1.103 0.117 0.961 1.078
19.33 0.813 234.73 1.098 0.117 0.956 1.073
19.37 0.809 234.73 1.093 0.117 0.951 1.068
19.40 0.804 234.73 1.088 0.117 0.946 1.063
19.43 0.800 234.73 1.083 0.117 0.941 1.058
19.47 0.795 234.73 1.078 0.117 0.936 1.053
19.50 0.791 234.73 1.073 0.117 0.931 1.048
19.53 0.786 234.73 1.068 0.117 0.926 1.044
19.57 0.782 234.72 1.063 0.117 0.922 1.039
19.60 0.777 234.72 1.058 0.117 0.917 1.034
19.63 0.773 234.72 1.053 0.117 0.912 1.029
19.67 0.768 234.72 1.049 0.117 0.907 1.024
19.70 0.764 234.72 1.044 0.117 0.903 1.020
19.73 0.759 234.72 1.039 0.117 0.898 1.015
19.77 0.755 234.72 1.034 0.117 0.894 1.011
19.80 0.750 234.71 1.029 0.117 0.889 1.006
19.83 0.746 234.71 1.024 0.117 0.885 1.002
19.87 0.741 234.71 1.019 0.117 0.881 0.998
19.90 0.737 234.71 1.014 0.117 0.876 0.993
Continues on next page...

10
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
19.93 0.732 234.71 1.009 0.117 0.872 0.989
19.97 0.728 234.71 1.004 0.117 0.867 0.984
20.00 0.723 234.71 0.999 0.117 0.863 0.980
20.03 0.719 234.70 0.994 0.117 0.858 0.975
20.07 0.716 234.70 0.989 0.117 0.854 0.971
20.10 0.714 234.70 0.984 0.117 0.850 0.966
20.13 0.713 234.70 0.980 0.117 0.845 0.962
20.17 0.712 234.70 0.975 0.117 0.841 0.958
20.20 0.711 234.70 0.970 0.117 0.837 0.954
20.23 0.710 234.70 0.966 0.117 0.833 0.949
20.27 0.709 234.69 0.961 0.117 0.829 0.945
20.30 0.709 234.69 0.956 0.117 0.825 0.941
20.33 0.708 234.69 0.952 0.117 0.820 0.937
20.37 0.707 234.69 0.948 0.117 0.817 0.933
20.40 0.706 234.69 0.943 0.117 0.813 0.929
20.43 0.705 234.69 0.939 0.117 0.809 0.926
20.47 0.704 234.69 0.935 0.117 0.805 0.922
20.50 0.703 234.69 0.931 0.117 0.801 0.918
20.53 0.703 234.68 0.927 0.117 0.798 0.914
20.57 0.702 234.68 0.922 0.117 0.794 0.911
20.60 0.701 234.68 0.918 0.117 0.790 0.907
20.63 0.700 234.68 0.915 0.117 0.787 0.904
20.67 0.699 234.68 0.911 0.117 0.783 0.900
20.70 0.698 234.68 0.907 0.117 0.780 0.897
20.73 0.697 234.68 0.903 0.117 0.777 0.893
20.77 0.696 234.68 0.899 0.117 0.773 0.890
20.80 0.696 234.68 0.896 0.117 0.770 0.887
20.83 0.695 234.67 0.892 0.117 0.767 0.883
Continues on next page...

11
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
20.87 0.694 234.67 0.888 0.117 0.763 0.880
20.90 0.693 234.67 0.885 0.117 0.760 0.877
20.93 0.692 234.67 0.881 0.117 0.757 0.874
20.97 0.691 234.67 0.878 0.117 0.754 0.870
21.00 0.690 234.67 0.874 0.117 0.751 0.867
21.03 0.690 234.67 0.871 0.117 0.748 0.864
21.07 0.689 234.67 0.868 0.117 0.745 0.861
21.10 0.688 234.67 0.864 0.117 0.742 0.858
21.13 0.687 234.67 0.861 0.117 0.739 0.855
21.17 0.686 234.66 0.858 0.117 0.736 0.853
21.20 0.685 234.66 0.855 0.117 0.733 0.850
21.23 0.684 234.66 0.851 0.117 0.730 0.847
21.27 0.683 234.66 0.848 0.117 0.728 0.844
21.30 0.682 234.66 0.845 0.117 0.725 0.841
21.33 0.682 234.66 0.842 0.117 0.722 0.839
21.37 0.681 234.66 0.839 0.117 0.719 0.836
21.40 0.680 234.66 0.836 0.117 0.717 0.833
21.43 0.679 234.66 0.833 0.117 0.714 0.831
21.47 0.678 234.66 0.830 0.117 0.711 0.828
21.50 0.677 234.66 0.828 0.117 0.709 0.825
21.53 0.676 234.66 0.825 0.117 0.706 0.823
21.57 0.675 234.65 0.822 0.116 0.704 0.820
21.60 0.675 234.65 0.819 0.116 0.701 0.818
21.63 0.674 234.65 0.816 0.116 0.699 0.815
21.67 0.673 234.65 0.814 0.116 0.696 0.813
21.70 0.672 234.65 0.811 0.116 0.694 0.810
21.73 0.671 234.65 0.808 0.116 0.692 0.808
21.77 0.670 234.65 0.806 0.116 0.689 0.806
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12
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
21.80 0.669 234.65 0.804 0.116 0.687 0.804
21.83 0.668 234.65 0.802 0.116 0.685 0.802
21.87 0.668 234.65 0.800 0.116 0.683 0.799
21.90 0.667 234.65 0.798 0.116 0.681 0.797
21.93 0.666 234.65 0.796 0.116 0.679 0.795
21.97 0.665 234.65 0.794 0.116 0.677 0.793
22.00 0.664 234.64 0.792 0.116 0.675 0.791
22.03 0.663 234.64 0.790 0.116 0.673 0.789
22.07 0.662 234.64 0.788 0.116 0.671 0.787
22.10 0.661 234.64 0.786 0.116 0.669 0.785
22.13 0.661 234.64 0.784 0.116 0.667 0.784
22.17 0.660 234.64 0.782 0.116 0.665 0.782
22.20 0.659 234.64 0.780 0.116 0.663 0.780
22.23 0.658 234.64 0.779 0.116 0.661 0.778
22.27 0.657 234.64 0.777 0.116 0.660 0.776
22.30 0.656 234.64 0.775 0.116 0.658 0.774
22.33 0.655 234.64 0.773 0.116 0.656 0.772
22.37 0.654 234.64 0.771 0.116 0.654 0.770
22.40 0.654 234.64 0.770 0.116 0.652 0.769
22.43 0.653 234.64 0.768 0.116 0.650 0.767
22.47 0.652 234.64 0.766 0.116 0.649 0.765
22.50 0.651 234.63 0.764 0.116 0.647 0.763
22.53 0.650 234.63 0.763 0.116 0.645 0.762
22.57 0.649 234.63 0.761 0.116 0.643 0.760
22.60 0.648 234.63 0.759 0.116 0.642 0.758
22.63 0.647 234.63 0.758 0.116 0.640 0.756
22.67 0.647 234.63 0.756 0.116 0.638 0.755
22.70 0.646 234.63 0.754 0.116 0.637 0.753
Continues on next page...

13
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
22.73 0.645 234.63 0.753 0.116 0.635 0.751
22.77 0.644 234.63 0.751 0.116 0.633 0.750
22.80 0.643 234.63 0.750 0.116 0.632 0.748
22.83 0.642 234.63 0.748 0.116 0.630 0.746
22.87 0.641 234.63 0.746 0.116 0.628 0.745
22.90 0.640 234.63 0.745 0.116 0.627 0.743
22.93 0.639 234.63 0.743 0.116 0.625 0.742
22.97 0.639 234.63 0.742 0.116 0.624 0.740
23.00 0.638 234.63 0.740 0.116 0.622 0.738
23.03 0.637 234.63 0.739 0.116 0.620 0.737
23.07 0.636 234.62 0.737 0.116 0.619 0.735
23.10 0.635 234.62 0.736 0.116 0.617 0.734
23.13 0.634 234.62 0.734 0.116 0.616 0.732
23.17 0.633 234.62 0.733 0.116 0.614 0.731
23.20 0.632 234.62 0.731 0.116 0.613 0.729
23.23 0.631 234.62 0.730 0.116 0.611 0.728
23.27 0.631 234.62 0.728 0.116 0.610 0.726
23.30 0.630 234.62 0.727 0.116 0.608 0.725
23.33 0.629 234.62 0.725 0.116 0.607 0.723
23.37 0.628 234.62 0.724 0.116 0.605 0.722
23.40 0.627 234.62 0.723 0.116 0.604 0.720
23.43 0.626 234.62 0.721 0.116 0.602 0.719
23.47 0.625 234.62 0.720 0.116 0.601 0.717
23.50 0.624 234.62 0.718 0.116 0.600 0.716
23.53 0.623 234.62 0.717 0.116 0.598 0.714
23.57 0.623 234.62 0.716 0.116 0.597 0.713
23.60 0.622 234.62 0.714 0.116 0.595 0.712
23.63 0.621 234.62 0.713 0.116 0.594 0.710
Continues on next page...

14
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
23.67 0.620 234.62 0.711 0.116 0.593 0.709
23.70 0.619 234.61 0.710 0.116 0.591 0.707
23.73 0.618 234.61 0.709 0.116 0.590 0.706
23.77 0.617 234.61 0.707 0.116 0.588 0.705
23.80 0.616 234.61 0.706 0.116 0.587 0.703
23.83 0.616 234.61 0.705 0.116 0.586 0.702
23.87 0.615 234.61 0.703 0.116 0.584 0.701
23.90 0.614 234.61 0.702 0.116 0.583 0.699
23.93 0.613 234.61 0.701 0.116 0.582 0.698
23.97 0.612 234.61 0.700 0.116 0.580 0.697
24.00 0.611 234.61 0.698 0.116 0.579 0.695
24.03 0.488 234.61 0.696 0.116 0.577 0.693
24.07 0.244 234.61 0.691 0.116 0.572 0.688
24.10 0.081 234.61 0.683 0.116 0.564 0.680
24.13 0.000 234.60 0.674 0.116 0.554 0.670
24.17 0.000 234.60 0.663 0.116 0.543 0.659
24.20 0.000 234.59 0.654 0.116 0.533 0.649
24.23 0.000 234.59 0.644 0.116 0.523 0.639
24.27 0.000 234.59 0.634 0.116 0.513 0.629
24.30 0.000 234.58 0.625 0.116 0.503 0.619
24.33 0.000 234.58 0.615 0.116 0.494 0.610
24.37 0.000 234.58 0.607 0.116 0.485 0.601
24.40 0.000 234.57 0.598 0.116 0.477 0.593
24.43 0.000 234.57 0.590 0.116 0.469 0.585
24.47 0.000 234.57 0.581 0.116 0.461 0.577
24.50 0.000 234.56 0.573 0.116 0.453 0.569
24.53 0.000 234.56 0.565 0.116 0.445 0.561
24.57 0.000 234.56 0.557 0.116 0.438 0.554
Continues on next page...

15
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
24.60 0.000 234.55 0.549 0.116 0.430 0.546
24.63 0.000 234.55 0.542 0.116 0.423 0.538
24.67 0.000 234.55 0.534 0.116 0.415 0.531
24.70 0.000 234.55 0.527 0.116 0.408 0.524
24.73 0.000 234.54 0.519 0.116 0.401 0.517
24.77 0.000 234.54 0.512 0.116 0.394 0.510
24.80 0.000 234.54 0.505 0.116 0.387 0.503
24.83 0.000 234.53 0.498 0.116 0.380 0.496
24.87 0.000 234.53 0.491 0.116 0.373 0.489
24.90 0.000 234.53 0.484 0.116 0.366 0.482
24.93 0.000 234.53 0.477 0.116 0.360 0.476
24.97 0.000 234.52 0.470 0.116 0.353 0.469
25.00 0.000 234.52 0.463 0.116 0.347 0.463
25.03 0.000 234.52 0.457 0.116 0.341 0.456
25.07 0.000 234.52 0.450 0.116 0.334 0.450
25.10 0.000 234.51 0.444 0.116 0.328 0.444
25.13 0.000 234.51 0.438 0.116 0.322 0.438
25.17 0.000 234.51 0.432 0.116 0.317 0.432
25.20 0.000 234.51 0.428 0.116 0.312 0.427
25.23 0.000 234.50 0.423 0.115 0.307 0.422
25.27 0.000 234.50 0.418 0.115 0.302 0.417
25.30 0.000 234.50 0.413 0.115 0.297 0.413
25.33 0.000 234.50 0.408 0.115 0.292 0.408
25.37 0.000 234.49 0.404 0.115 0.288 0.403
25.40 0.000 234.49 0.399 0.115 0.283 0.398
25.43 0.000 234.49 0.395 0.115 0.278 0.394
25.47 0.000 234.49 0.390 0.115 0.274 0.389
25.50 0.000 234.49 0.386 0.115 0.269 0.385
Continues on next page...

16
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
25.53 0.000 234.48 0.381 0.115 0.265 0.380
25.57 0.000 234.48 0.377 0.115 0.261 0.376
25.60 0.000 234.48 0.373 0.115 0.256 0.371
25.63 0.000 234.48 0.368 0.115 0.252 0.367
25.67 0.000 234.48 0.364 0.115 0.248 0.363
25.70 0.000 234.47 0.360 0.115 0.243 0.359
25.73 0.000 234.47 0.356 0.115 0.239 0.355
25.77 0.000 234.47 0.352 0.115 0.235 0.350
25.80 0.000 234.47 0.348 0.115 0.231 0.346
25.83 0.000 234.47 0.344 0.115 0.227 0.342
25.87 0.000 234.46 0.340 0.115 0.223 0.338
25.90 0.000 234.46 0.336 0.115 0.219 0.334
25.93 0.000 234.46 0.333 0.115 0.215 0.331
25.97 0.000 234.46 0.329 0.115 0.212 0.327
26.00 0.000 234.46 0.325 0.115 0.208 0.323
26.03 0.000 234.45 0.321 0.115 0.204 0.319
26.07 0.000 234.45 0.318 0.115 0.200 0.315
26.10 0.000 234.45 0.314 0.115 0.197 0.312
26.13 0.000 234.45 0.311 0.115 0.193 0.308
26.17 0.000 234.45 0.307 0.115 0.190 0.305
26.20 0.000 234.45 0.304 0.115 0.186 0.301
26.23 0.000 234.44 0.300 0.115 0.183 0.298
26.27 0.000 234.44 0.297 0.115 0.179 0.294
26.30 0.000 234.44 0.293 0.115 0.176 0.291
26.33 0.000 234.44 0.291 0.115 0.173 0.288
26.37 0.000 234.44 0.288 0.115 0.170 0.285
26.40 0.000 234.44 0.286 0.115 0.168 0.283
26.43 0.000 234.43 0.283 0.115 0.165 0.280
Continues on next page...

17
Post Through Pond
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
26.47 0.000 234.43 0.281 0.115 0.163 0.278
26.50 0.000 234.43 0.279 0.115 0.160 0.275
26.53 0.000 234.43 0.276 0.115 0.158 0.273
26.57 0.000 234.43 0.274 0.115 0.155 0.270
26.60 0.000 234.43 0.272 0.115 0.153 0.268
26.63 0.000 234.43 0.269 0.115 0.150 0.265
26.67 0.000 234.42 0.267 0.115 0.148 0.263
26.70 0.000 234.42 0.265 0.115 0.146 0.261
26.73 0.000 234.42 0.263 0.115 0.143 0.258
26.77 0.000 234.42 0.260 0.115 0.141 0.256
26.80 0.000 234.42 0.258 0.115 0.139 0.254
26.83 0.000 234.42 0.256 0.115 0.137 0.251
26.87 0.000 234.42 0.254 0.115 0.134 0.249
26.90 0.000 234.41 0.252 0.115 0.132 0.247
26.93 0.000 234.41 0.250 0.115 0.130 0.245
26.97 0.000 234.41 0.247 0.115 0.128 0.242
...End

4/15/24,3:25 PM ECMDS 7.0
NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
SPILLWAY ANALYSIS
>>>Grass Spillway
Name Grass Spillway
Discharge 24.06
Peak Flow Period 1
Channel Slope 0.33
Channel Bottom Width 10
Low Flow Liner
Retardence Class C 6-12 in
Vegetation Type Mix(Sod and Bunch)
Vegetation Density Very Good 80-95%
Soil Type Sandy Loam(GM)
Shoremax - Class C - Mix (Sod & Bunch) - Very Good 80-95%
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Shoremax w/ Straight 24.06 cfs 11.44 ft/s 0.21 ft 0.025 8.5 lbs/ft2 4.24 lbs/ft2 2 STABLE F
P300
Unvegetated
Underlying Straight 24.06 cfs 11.44 ft/s 0.21 ft 0.025 5.68 lbs/ft2 4.09 lbs/ft2 1.39 STABLE F
Substrate
Shoremax w/ Straight 24.06 cfs 11.15 ft/s 0.21 ft 0.026 14 lbs/ft2 4.34 Ibs/ft2 3.23 STABLE F
P300 Reinforced
Vegetation
Underlying Straight 24.06 cfs 11.15 ft/s 0.21 ft 0.026 8.5 lbs/ft2 4.18 lbs/ft2 2.03 STABLE F
Substrate
https://ecmds.com/project/153509/spillway-analysis/263957/show 1/1

EROSION CONTROL CALCS (RIP-RAP CALCULATIONS)
Project Information
Project Name: Turnberry West Phase 2
Project#: 220164-01-012
Designed by: MCB Date: 4/12/2024
Revised by: Date:
Checked by: Date:
Rip-Rap Apron-Wet Pond#3
Pipe Diameter d= 15
Pipe Slope s= 6.25 °Ao
Manning's number n= 0.013
Flow Q= 2.581 cfs
Velocity V= 9.63 ft/s
Dissipator Dimensions* Zone= 2
Stone Filling Class= B
Entry Width(3 X Do)= 3.8 ft
Length(6 X Da)= 7.5 ft
Width(La+Do)= 8.8 ft
Min.Thickness= 22 inches
Min.Stone Diameter= 6 inches
♦ 7.5
3.8 8.8
*All units are in feet
**Dissipator pad designed for full flow of pipe
RIP-RAP.xls 4/12/2024 Page 1 of 1

Hydraflow Storm Sewers Extension for Autodesk® Civil 3D® Plan
2
1
Outfall Outfall Outfall
Project File: Rip-Rap.stm Number of lines:3 Date:4/12/2024
Storm Sewers v2022.00

Hydraulic Grade Line Computations Page 1
Line Size Q Downstream Len Upstream Check JL Minor
coeff loss
Invert HGL Depth Area Vel Vel EGL Sf Invert HGL Depth Area Vel Vel EGL Sf Ave Enrgy
elev elev head elev elev elev head elev Sf loss
(in) (cfs) (ft) (ft) (ft) (sgft) (ft/s) (ft) (ft) (%) (ft) (ft) (ft) (ft) (sgft) (ft/s) (ft) (ft) (%) (%) (ft) (K) (ft)
1 15 3.50 218.50 219.12 0.62 0.61 5.73 0.32 219.44 0.000 42.000 219.00 219.75 0.75** 0.77 4.52 0.32 220.07 0.000 0.000 n/a 1.00 0.32
2 18 7.67 226.00 227.12 1.12* 1.42 5.41 0.45 227.58 0.645 155.000227.00 228.12 1.12 1.42 5.41 0.46 228.58 0.646 0.645 1.000 1.00 0.46
3 15 2.58 230.00 230.34 0.34* 0.27 9.63 0.26 230.59 0.000 48.000 233.00 233.64 0.64** 0.64 4.06 0.26 233.90 0.000 0.000 n/a 1.00 0.26
Project File: Rip-Rap.stm Number of lines:3 Run Date: 4/12/2024
Notes:*Normal depth assumed;"Critical depth. ; c=cir e=ellip b=box
Storm Sewers v2022.00

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SHALLOW LAND ZONE
HERBACEOUS PLANTS SHALLOW WATER ZONE
HERBACEOUS PLANTS
4 i
p p POND
(NORMAL POOL)
1
6
TYPICAL LITTORAL SHELF VEGETATION
SCALE: N.T.S.
SCIENTIFIC NAME COMMON NAME PLANTING ZONE QUANTITY NURSERY CONTAINER SPACING PLANTING SEASON
TYPE
Asclepias Incarnate Swamp Milkweed Quill
sedge
Carex tenera Quill Sedge
Chelone glabra White Turtlehead
Eupatoriadelphus dubius Dward Joe Pye Weed
Eupatoriadelphus fistulosus Joe Pye Weed
Eupatoriadelphus maculatus Spotted Trumpetweed
Hibiscus coccineus Scarlet rosemallow
SHALLOW LAND 252
Hibiscus laevis Halberdleaf rosemallow
Kosteletzyka virginica Seashore Mallow
Lobelia cardinalis Cardinal Flower
Lobelia elongata Longleaf Lobelia
Lobelia siphilitica Great blue Lobelia
Rhynchospora colorata Starrush whitetop
Saccharum baldwinii Narrow plumegrass
Acorus americanus Sweetflag
PEAT POT 6' O.C. SPRING/SUMMER
Alisma subcordatum Water Plantain
Hydrolea quadrivalvis Waterpod
Iris virginica Waterpod Blue flag iris
Juncus effusus var. pyiaei or solutus Softrush
Ludwigia spp. Primrose willow
Peltandra virginica Arrow arum
Pontederia cordata Pickerelweed
SHALLOW WATER 252
Sagittaria latifolia Duck Potato
Sagittaria lancifolia Bulltoungue
Saururus cernuus Lizard's tail
Schoenoplectus tabernaemontani Soft stem bulrush
Schoenopleatus americanus Three—square bulrush
Schoenoplectus pungens var.
pungens
Scirpus cyperinus Woolgrass
Zizaniopsis miliacea Giant cutgrass

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I - - 0.21297 AC , \S
1` , / RIM: 238.51
1 I /INV: 233.58
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GRAPHIC SCALE
PLAN VIEW
50 0 25 50 100 200
( IN FEET)
1 inch= 50 ft.
PROP a o
GRADE
“ N N
EX a o0
GRADE .5
® V N
LXIS ON(i(NAM.
240 LORAL lPV(8.14LOFE) 240
BOTTOM SHELF
-2T2 5 OUTLET CONTROL STRUCTURE
TEMPORARY TOOL
TOP ELEV.-233.5 11T 4NF}I C6.0 FOR OF IAII,
- ELEV.=2\ns /TOP OF CMO40KMCNT=237.0
3.1:LOPE ioo-m nEv"' /
235 ....ma, 1 3:1 S_OPC 235
— - -°
PERMANENT POOL ENY•213.0
INLET P-PE \
230 31 0OPC 230
48'-1;°POPE 0 8.25X
225 BOTTOM OF FOREOAY TOP OF DORM=23t.0 225
(TOP OF TFDIMFNT FSFEEBAY PEIR= `0 - OF-POND
51LRAGEr[30.0 (TOP F SEDIMENT
BOTTOM OF SEDIMENT TORA L'=22910-
STORAGE=229.0 00TT0 • SEDIMENT
SfORA =28.0
-0+50 0+00 1+00 2+00 3+00 3+75
WET POND 3 PROFILE VIEW
HORIZONTAL SCALE: 1"=50'
VERTICAL SCALE: 1"=5'