20190317 Ver 1_Stormwater Analysis Report_10-15-18_20190308

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Document title
Stormwater Analysis
Project No.
0477495
Date
15 October 2018
Version
1.1
Author
Jeremy Young
Client Name
Piedmont Natural Gas
Document history
www.erm.com Version: 1.1 Project No.: 0477495 Client: Piedmont Natural Gas 15 October 2018
ERM approval to issue
Version
Revision
Author
Reviewed by
Name
Date
Comments
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Jeremy Young
James Hemme
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00.00.0000
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Jeremy Young
James Hemme
www.erm.com Version: 1.1 Project No.: 0477495 Client: Piedmont Natural Gas 15 October 2018

STORMWATER ANALYSIS
CONTENTS
CONTENTS
1. INTRODCUTION AND OBJECTIVES................................................................................................1
2. SITE OVERVIEW................................................................................................................................1
2.1 Hydrologic Unit Code(HUC).................................................................................................................1
2.2 Soil Report............................................................................................................................................1
2.3 Rainfall Analysis...................................................................................................................................3
2.3.1 Calculated Storm Events.....................................................................................................3
2.3.2 Hurricane Matthew...............................................................................................................3
2.3.3 Hurricane Florence..............................................................................................................3
2.4 River Gauge Data - Lumber River........................................................................................................3
2.4.1 During Hurricane Matthew...................................................................................................4
2.4.2 During Hurricane Florence...................................................................................................4
3. HYDROLOGIC ANALYSIS................................................................................................................ 4
3.1 Drainage Analysis.................................................................................................................................4
3.1.1 Normal Site Drainage...........................................................................................................5
3.1.2 Significant Rain Event Site Drainage...................................................................................7
4. PERMITTING REQUIREMENTS........................................................................................................8
5. REFERENCES...................................................................................................................................9
APPENDICES
Appendix A - Soils Report
Appendix B - Stormwater Flow Calculations
List of Tables
Table1 Soils Data...............................................................................................................................2
Table2 Rainfall Amount......................................................................................................................3
Table 3 Normal Site Drainage Area Summary Table......................................................................... 5
Table 4 Site Drainage Area Peak Flowrates.......................................................................................6
Table 5 Runoff Volume per Drainage Area.........................................................................................7
Table 6 Significant Rain Event Drainage Area Summary Table.........................................................7
Table 7 Significant Rain Event Drainage Area Flowrates...................................................................8
List of Figures
Figure 1 — Full Drainage Areas
Figure 2 — FEMA Flood Boundary
Figure 3 — Drainage Areas
Acronyms and Abbreviations
FEMA Federal Emergency Management Agency
HUC Hydrologic Unit Code
USDA United States Department of Agriculture
SSURGO Soil Survey Geographic Database
NOAA National Oceanic and Atmospheric Administration
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STORMWATER ANALYSIS
AOI Area of Interest
CN Curve Number
CONTENTS
www.erm.com Version: 1.1 Project No.: 0477495 Client: Piedmont Natural Gas 15 October 2018 Page ii

STORMWATER ANALYSIS INTRODCUTION AND OBJECTIVES
INTRODCUTION AND OBJECTIVES
This document presents the results of a preliminary stormwater hydrologic evaluation prepared by
Environmental Resources Management (ERM) to assess the potential levels of stormwater runoff from
the subject property, identify potential stormwater management challenges and provide historical levels of
inundation for planning purposes. The proposed facility under consideration for the property is Piedmont
Natural Gas' Robeson LNG Project (Project) located in Robeson County, North Carolina (Figure 1). The
Project will include construction and installation of a 1.0 billion cubic foot liquefied natural gas (LNG)
peaking facility designed with a capacity to vaporize 200 million standard cubic feet per day (MMscfd) of
natural gas and liquefy 10 MMscfd.
The preliminary hydrogeologic evaluation was conducted as a limited desktop study using available public
topographic, land use and soils data. Information was obtained from a variety of sources including;
United States Geological Survey (USGS), Federal Emergency Management Agency (FEMA), United
States Department of Agriculture, Natural Resources Conservation Service (NRCS), and National
Oceanic and Atmospheric Administration (NOAA).
2. SITE OVERVIEW
The site is approximately 685 acres in size and located in the northwest portion of Robeson County,
North Carolina. The site is located off of State Route 71 between the towns of Floral College and
Wakulla. The site is primarily forested and agricultural land and is bounded to the west by Gum Swamp.
A section of the eastern property drains to the east and south across adjacent agricultural and forested
land toward Jordan Swamp.
The site ranges in elevations from 205 to 215 feet above sea level. Approximate topography for the site
are shown on Figure 1. It is reported that the Site has seen flooding from Hurricane Florence in
September of 2018. Based on information obtained from the FEMA Flood Insurance Mapping, 100 -year
flood levels of Gum Swamp near the site are at 201 to 202 feet above sea level and 100 -year flood levels
of Jordan Swamp near the site are at 202-203 feet above sea level. The horizontal limits of these flood
boundaries are shown on Figure 2.
2.1 Hydrologic Unit Code (HUC)
The site drains to two tributaries: Gum Swamp and Jordan Swamp. Jordan Swamp flows into Gum
Swamp, which flows into the Lumber River (HUC 03040203). The Lumber River flows into the Little Pee
Dee River (HUC 030402), which flows into the Pee Dee River (HUC 0304), which in turn flows into the
South Atlantic -Gulf (HUC 03).
2.2 Soil Report
The USDA — NRCS Web Soil Survey was utilized to generate a soils report for the subject area. The
soils include: loam, loamy sand, sandy loam, sand, sandy clay loam and clay. SSURGO data was
downloaded from Web Soil Survey to be cross referenced against the drainage areas. Soil Types and
Hydrologic Soil Group data are summarized in Table 1.
In general hydrologic soil groups for this location include:
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.
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STORMWATER ANALYSIS SITE OVERVIEW
• Group B: Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of
moderately deep to deep, well drained soils that have moderately fine texture to moderately
coarse texture. These soils have a moderate 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 later at or near the surface or soils over a nearly
impervious material. These soils have a very slow rate of water transmission.
• Group A/D: Soils that exhibit high infiltration rates in a well -drained condition but are naturally
poorly drained with low infiltration rates in their natural undrained state.
Table 1: Soil Data
Distribution of soil types are illustrated in the figures contained in the Soils Report in Appendix A.
Johnston (JT) soils are found along the western boundary of the Site adjacent to Gum Swamp and
appear to be associated with the 100 -year floodplain for Gum Swamp. These soils will have little or no
influence on property development.
Similarly Rains Sandy Loam (Ra) soils only occur in the far northern corner of the property and appear to
have little influence on development of the property.
Lynchburg Sandy Loam (Ly) and Goldsboro Loamy Sand (Goa) soils occur in only three isolated areas
and are of minimal surface area compared to the overall property and should not overly influence
development considerations for the property.
The remainder of the soil for the site range on the two extremes, either high infiltration A type soils or low
infiltration D type soils. It appears that the majority of D type soils (McColl Loam [Mc]) correspond closely
to identified low areas in the topographic mapping shown with various sub drainage areas on Figure 3.
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Hydrologic Soil
Acres in
Percent of
Soil Symbol
Soil Name
Group
AOI
AOI
Goldsboro Loamy Sand, 0
GoA
to 2 percent slopes,
B
7.1
1.0%
Southern Coastal Plain
JT
Johnston soils
A/D
30.3
4.4%
Lakeland sand, 0 to 6
LaB
percent slopes
A
17.3
2.5%
Ly
Lynchburg sandy loam, 0 to
B/D
11.3
1.6%
2 percent slopes
Mc
McColl loam
D
221.3
32.2%
Norfolk loamy sand, 0 to 2
NoA
percent slopes
A
222.0
32.3%
Norfolk loamy sand, 2 to 6
NoB
percent slopes
A
9.3
1.4%
Pocalla loamy sand, 0 to 3
PoB
percent slopes
A
67.7
9.9%
Rains sandy loam, 0 to 2
Ra
A/D
11.4
0
1.7/
percent slopes
Wagram loamy sand, 0 to 6
WaB
A
89.3
0
13.0/
percent slopes
Totals for Area of Interest
687.0
100.0%
Distribution of soil types are illustrated in the figures contained in the Soils Report in Appendix A.
Johnston (JT) soils are found along the western boundary of the Site adjacent to Gum Swamp and
appear to be associated with the 100 -year floodplain for Gum Swamp. These soils will have little or no
influence on property development.
Similarly Rains Sandy Loam (Ra) soils only occur in the far northern corner of the property and appear to
have little influence on development of the property.
Lynchburg Sandy Loam (Ly) and Goldsboro Loamy Sand (Goa) soils occur in only three isolated areas
and are of minimal surface area compared to the overall property and should not overly influence
development considerations for the property.
The remainder of the soil for the site range on the two extremes, either high infiltration A type soils or low
infiltration D type soils. It appears that the majority of D type soils (McColl Loam [Mc]) correspond closely
to identified low areas in the topographic mapping shown with various sub drainage areas on Figure 3.
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STORMWATER ANALYSIS
SITE OVERVIEW
Mc soils are also illustrated on the Custom Soil Resource Report Map — Hydrologic Soil Group contained
in Appendix A.
2.3 Rainfall Analysis
Data was gathered to estimate what a typical rainfall amount and associated runoff for the site would
consist of for various storm events. Further recent historical rainfall events were researched to identify
contributing rainfall amounts and where available, measured flood levels. In the most recent event,
Hurricane Florence, the subject property was reportedly flooded.
2.3.1 Calculated Storm Events
Data was gathered from NOAA.gov. The data is split up by the time interval and storm classification.
This data was compared against the data on WinTR-55 to make sure the data was representative of the
site. The data below was used to calculate peak flows from the site.
Table 2: Rainfall Amount
24 Hour
Rain Event
Depth of
Rain in
1 Year Storm
3.02
2 Year Storm
3.67
10 Year Storm
5.58
100 Year Storm
8.87
2.3.2 Hurricane Matthew
Hurricane Matthew hit North Carolina on October 8, 2016. Data was gathered from 3 weather stations
surrounding the site; Laurinburg, Fayetteville and Lumberton. The Laurinburg station is approximately 5.0
miles from the site; the Fayetteville station is approximately 26.2 miles from the site; and the Lumberton
station is approximately 18.1 miles from the site. The rainfall in Laurinburg was recorded to be 16.94
inches, but the time was not recorded continuously. The rainfall in Fayetteville was recorded to be 15.72
inches over approximately 22 hours. The rainfall in Lumberton was recorded to be approximately 15.63
inches over 30 hours. There was no identified record of the site flooding during this event, however, the
rainfall total is approximately twice the 100 year flood event and similar to the rainfall totals seen in
Hurricane Florence.
2.3.3 Hurricane Florence
Hurricane Florence hit North Carolina on September 14, 2018. While Hurricane Matthew dropped a
significant amount of rain in a short period of time, Hurricane Florence dropped a significant amount of
rain over a longer period of time. Only one of the 3 stations has reported data for Hurricane Florence.
Fayetteville recorded approximately 15.25 inches of rain over 48 hours. Estimates from NOAA range
from 15-20 inches of rain at the site.
2.4 River Gauge Data - Lumber River
The Lumber River is the closest identified downstream watercourse to the site with a gauging station and
is approximately 19.5 miles from the property. During normal flow conditions, the Lumber River typically
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STORMWATER ANALYSIS HYDROLOGIC ANALYSIS
ranges between 8.1 feet and 12.2 feet in depth throughout the year. During the month of September, the
average depth of the Lumber River is 8.8 feet. The average flow for this gage is approximately 682 cubic
feet per second (cfs).
2.4.1 During Hurricane Matthew
Hurricane Matthew produced approximately 16 inches of rain at the site, which resulted in the Lumber
River reaching a height of 21.86 feet and a discharge of 14,600 cfs. Prior to the storm event, the river
was at a height of 10.44 feet and discharge of 782 cfs. From the time of first change in gauge height to
the peak discharge was 8 days. From the peak of the river discharge to the time it returned to 12 foot
gauge height was 17 days.
2.4.2 During Hurricane Florence
Hurricane Florence produced an estimated 15-20 inches of rain at the site, which resulted in the Lumber
River reaching a gauge height of 22.21 feet and a discharge of 15,600 cfs. Prior to the storm the river
was at a gauge height of 7.24 feet and discharge of 148 cfs. From the time of first change on September
14, 2018, the time from normal depth to the peak discharge was 3 days. As of the date of this report, the
Lumber River has not returned to normal levels resulting in approximately 16 days.
3. HYDROLOGIC ANALYSIS
3.1 Drainage Analysis
The Hydrologic stormwater analysis for the site was calculated using the Curve Number method with the
TR -55 and TR -20 windows based software developed by the USDA-NRCS. Drainage areas were
determined using ArcGIS. Time of concentrations and Curve Numbers were calculated based on
available land use data, soil types and topographic slope. Peak flow rates in cfs for the 1, 2, 10 and 100
year storm events were calculated using TR -55. Associated runoff volume in acre-feet (ac -ft) was
calculated from the depth of rainfall runoff calculated by TR -20 multiplied by the associated drainage area
in acres. Runoff volumes for multiple subwatersheds were calculated for the 1 and 10 year storm events.
During the analysis of the site, it was noted that the majority of the property is either high infiltration soils
that drain quickly or a series of depressions that appear to frequently hold water. There does not appear
to be a readily identifiable single stormwater discharge based on publically available topography, either
through a primary stream, Swale or similar natural channel. A review of the topography infers multiple
sheet flow discharges around the perimeter of the site with the potential for multiple Swale discharges but
no definitive topographic evidence.
During the stream and wetland delineation conducted by ERM on the site there were three potential wet
channel discharges identified leaving the property. In addition there were multiple dry ephemeral
channels identified internal to the property, most if not all appear to have been manmade or influenced by
former land use activities. Because these features are not identified on publicly available contours for the
site, there was not a feasible way to associate these initial delineated channel features into the public
contours with a reasonable level of accuracy. Given this difficulty, the publically available contours were
used to establish the various drainage areas for purposes of this preliminary report. It is recommended
that detailed topography for the site be obtain by methods appropriate for and at a scale of sufficient
detail for the minimal site relief. In addition a ground survey of the various channel inverts to supplement
the aerial topography should be conducted given the flat nature of the site.
In response to the available topography, the site drainage was delineated to each of the depressions and
to the various minor outlets from the site. With the location being in an area that can see significant
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STORMWATER ANALYSIS
HYDROLOGIC ANALYSIS
rainfall totals, drainage areas were also drawn as if all of the depressions where already at capacity and
all the drainage was running off. These two larger drainage areas were used to calculate approximate
peak flows off the western half of the property and the eastern half of the property.
3.1.1 Normal Site Drainage
During a typical rain event, most of the drainage from the existing site will drain into the many
depressions located around the site. Below is a list of drainage areas and their respective flowrates to
the center of the depressions. Figure 1 — Drainage Areas shows the outlines of the assumed drainage
areas for when drainage flows to their normal outlet or depression.
Table 3: Normal Site Drainage Area Summary Table
Drainage
Area
Area
(acres)
CN
Time of
Concentration (hr)
DA -1
43.65
45
0.534
DA -2
52.71
54
0.567
DA -3
25.38
51
0.487
DA -4
92.76
63
0.953
DA -5
13.56
45
0.389
DA -6
36.42
51
0.458
DA -7
38.44
37
0.760
DA -8
48.99
62
0.748
DA -9
27.99
54
0.766
DA -10
23.01
57
0.590
DA -11
20.44
57
0.527
DA -12
17.37
42
0.521
DA -13
17.55
39
0.362
DA -14
26.73
57
0.384
DA -15
31.56
45
0.605
DA -16
29.65
62
0.671
DA -17
113.33
55
2.060
DA -18
25.12
62
0.362
DA -19
92.32
50
0.620
DA -20
18.77
53
0.353
DA -21
38.25
56
0.379
DA -22
13.62
50
0.438
DA -23
9.00
59
0.467
DA -24
86.90
52
0.441
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STORMWATER ANALYSIS
Drainage
Area
DA -1
DA -2
DA -3
DA -4
DA -5
DA -6
DA -7
DA -8
DA -9
DA -10
DA -11
DA -12
DA -13
DA -14
DA -15
DA -16
DA -17
DA -18
DA -19
DA -20
DA -21
DA -22
DA -23
DA -24
Table 4: Site Drainage Area Peak Flowrates
1 Year Storm
Flow (cfs)
Time (h
0.13
17.17
2.03
12.76
0.41
13.83
14.12
12.8
0
-
0.58
13.82
0
-
7.53
12.68
0.97
12.95
1.76
12.67
1.64
12.63
0
-
0
-
2.4
12.51
0.1
17.22
4.81
12.64
3.43
14.13
5.18
12.38
1.18
14.19
0.63
12.62
2.81
12.53
0.18
13.99
1.09
12.54
1.89
12.78
Peak O
2 Year Storm
Flow (cfs)
Time (hr)
0.66
14.11
6.93
12.6
2
12.77
27.69
12.77
0.21
13.99
2.94
12.61
0
-
15.3
12.62
3.19
12.78
4.62
12.56
4.32
12.52
0.12
15.57
0
-
6.32
12.42
0.47
14.19
9.79
12.57
8.81
13.89
10.71
12.32
5.23
12.76
2.45
12.47
7.91
12.42
0.88
12.61
2.55
12.46
8.78
12.56
10 Year Storm
Flow (cfs)
Time (hr)
11.2
12.57
34.62
12.48
13.72
12.69
81.4
12.69
3.9
12.44
20.16
12.41
1.42
13.27
46.69
12.58
15.82
12.61
18.4
12.47
17.18
12.44
2.71
12.62
1.53
12.58
25.52
12.31
7.68
12.61
29.88
12.5
36.83
13.54
32.93
12.29
40.73
12.54
13.7
12.31
34.27
12.31
6.92
12.42
9.03
12.37
53.54
12.39
HYDROLOGIC ANALYSIS
100 Year Storm
Flow (cfs)
Time (hr
56.24
12.44
106.47
12.42
47.85
12.66
197.1
12.66
19.86
12.33
70.41
12.35
20.28
12.69
115.22
12.52
48.83
12.58
51.35
12.43
48
12.39
18.08
12.44
15.88
12.33
71.5
12.29
38.42
12.48
73.66
12.48
110.28
13.42
81.32
12.27
148.82
12.48
44.07
12.26
98.96
12.29
25.5
12.33
23.9
12.35
178.94
12.34
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STORMWATER ANALYSIS
Table 5: Runoff Volume per Drainage Area
HYDROLOGIC ANALYSIS
Drainage
Area
Area
(acres)
Volume of Runoff (Acre -ft)
1 Year Storm
10 Year Storm
DA -1
43.65
0.09
2.33
DA -2
52.71
0.77
5.32
DA -3
25.38
0.24
2.13
DA -4
92.76
3.41
14.59
DA -5
13.56
0.00
0.72
DA -6
36.42
0.34
3.06
DA -7
38.44
0.00
0.79
DA -8
48.99
1.66
7.38
DA -9
27.99
0.41
2.83
DA -10
23.01
0.48
2.73
DA -11
20.44
0.43
2.43
DA -12
17.37
0.00
0.69
DA -13
17.55
0.00
0.49
DA -14
26.73
0.56
3.18
DA -15
31.56
0.07
1.68
DA -16
29.65
1.00
4.47
DA -17
113.33
1.89
12.11
DA -18
25.12
0.85
3.78
DA -19
92.32
0.72
7.26
DA -20
18.77
0.24
1.79
DA -21
38.25
0.72
4.32
DA -22
13.62
0.11
1.07
DA -23
9.00
0.23
1.18
DA -24
86.90
0.96
7.78
3.1.2 Significant Rain Event Site Drainage
For estimating a significant rain event the depressions were assumed to have been filled and all water
would run off. Below is a list of the drainage areas and their respective flowrate to the outlets of the site.
Figure 3 - Full Drainage Areas represents the hydrologic contribution to the peak flow from the western
and eastern halves of the property respectively. This figure shows the outlines of the assumed drainage
areas assuming that all the water that falls on the site runs off.
Table 6: Significant Rain Event Drainage Area Summary Table
Drainage
Area
Time of
CN
Area
(acres)
Concentration (hr)
DA -25
367.32
52
1.016
DA -26
425.05
53
4.207
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STORMWATER ANALYSIS
The site falls within the Fayetteville region within the North Carolina Department of Environmental Quality
(NC DEQ). In a review of the NC DEQ interactive Post -Construction Stormwater Permitting Map, this site
does not require post construction stormwater management.
The permitting requirements for this site will be the General Construction Stormwater NPDES permit
administered by the State of North Carolina regarding erosion and sedimentation control. The general
permit was set to expire and be reissued in July of 2018. The General Permit has been administratively
extended to December of 2018; however, permit requirements may change with the issuance of the new
General Permit in December.
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Table 7: Significant Rain Event Drainage Area Flowrates
Peak Output
Drainage
1 Year Storm
2 Year
Storm
10 Year Storm
100 Year
Storm
Area
Flow
(cfs)
Time
(hr)
Flow
(cfs)
Time
(hr)
Flow
(cfs)
Time
(hr)
Flow
(cfs)
Time
(hr)
DA -25
7.02
13.96
25.69
13.03
149.44
12.82
500.00
12.73
DA -26
1 7.38
16.89
1 18.13
15.97
1 74.42
15.33
228.22
14.99
4. PERMITTING
REQUIREMENTS
The site falls within the Fayetteville region within the North Carolina Department of Environmental Quality
(NC DEQ). In a review of the NC DEQ interactive Post -Construction Stormwater Permitting Map, this site
does not require post construction stormwater management.
The permitting requirements for this site will be the General Construction Stormwater NPDES permit
administered by the State of North Carolina regarding erosion and sedimentation control. The general
permit was set to expire and be reissued in July of 2018. The General Permit has been administratively
extended to December of 2018; however, permit requirements may change with the issuance of the new
General Permit in December.
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STORMWATER ANALYSIS
5. REFERENCES
REFERENCES
Average Gage Height
https://nwis.waterdata.usgs.gov/nc/nwis/uv?cb 00065=on&format=gif stats&site no=02134170
&period=&begin date=2007-01-01&end date=2018-09-25
https://nwis.waterdata.usgs.gov/nc/nwis/dvstat/?site no=02134170&por 02134170 87330=259
4711,00065,87330
Gage Height and Discharge for Hurricane Matthew
https://nwis.waterdata.usgs.gov/nc/nwis/uv?cb 00060=on&cb 00065=on&format=htmI&site no
=02134170&period=&beain date=2016-10-01&end date=2016-11-06
Gage Height and Discharge for Hurricane Florence
https://nwis.waterdata.usgs.gov/nc/nwis/uv?cb 00060=on&cb 00065=on&format=html&site no
=02134170&period=&begin date=2018-09-09&end date=2018-09-26
Rain Data for both Hurricane Matthew and Hurricane Florence
https://gis.ncdc.noaa.gov/maps/ncei/lcd
More Data about Hurricane Matthew
https://www.weather.gov/ilm/Matthew
NC DEQ Post -Construction Stormwater Permitting Map
https://ncden r. maps.arcgis.com/apps/StoryMap Basic/index.html?appid=70e2781780834a4bb5d
3ec95ddfc01 a6
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STORMWATER ANALYSIS
APPENDIX A SOILS REPORT
REFERENCES
www.erm.com Version: 1.1 Project No.: 0477495 Client: Piedmont Natural Gas 15 October 2018 Page 10

USDA United States
Department of
Agriculture
N RCS
Natural
Resources
Conservation
Service
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Robeson County,
North Carolina
September 25, 2018

Preface
Soil surveys contain information that affects land use planning in survey areas.
They highlight soil limitations that affect various land uses and provide information
about the properties of the soils in the survey areas. Soil surveys are designed for
many different users, including farmers, ranchers, foresters, agronomists, urban
planners, community officials, engineers, developers, builders, and home buyers.
Also, conservationists, teachers, students, and specialists in recreation, waste
disposal, and pollution control can use the surveys to help them understand,
protect, or enhance the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil
properties that are used in making various land use or land treatment decisions.
The information is intended to help the land users identify and reduce the effects of
soil limitations on various land uses. The landowner or user is responsible for
identifying and complying with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some
cases. Examples include soil quality assessments (http://www.nres.usda.gov/wps/
portal/nres/main/soils/health/) and certain conservation and engineering
applications. For more detailed information, contact your local USDA Service Center
(https://offices.sc.egov.usda.gov/locator/app?agency=nres) or your NRCS State Soil
Scientist (http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/?
cid=nres142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as
septic tank absorption fields. A high water table makes a soil poorly suited to
basements or underground installations.
The National Cooperative Soil Survey is a joint effort of the United States
Department of Agriculture and other Federal agencies, State agencies including the
Agricultural Experiment Stations, and local agencies. The Natural Resources
Conservation Service (NRCS) has leadership for the Federal part of the National
Cooperative Soil Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its
programs and activities on the basis of race, color, national origin, age, disability,
and where applicable, sex, marital status, familial status, parental status, religion,
sexual orientation, genetic information, political beliefs, reprisal, or because all or a
part of an individual's income is derived from any public assistance program. (Not
all prohibited bases apply to all programs.) Persons with disabilities who require
2

alternative means for communication of program information (Braille, large print,
audiotape, etc.) should contact USDA's TARGET Center at [phone] (voice
and TDD). To file a complaint of discrimination, write to USDA, Director, Office of
Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or
call [phone] (voice) or [phone] (TDD). USDA is an equal opportunity
provider and employer.
3

Contents
Preface....................................................................................................................
2
How Soil Surveys Are Made..................................................................................5
SoilMap..................................................................................................................
8
SoilMap................................................................................................................9
Legend................................................................................................................10
MapUnit Legend................................................................................................
11
MapUnit Descriptions.........................................................................................11
Robeson County, North Carolina....................................................................
13
GoA—Goldsboro loamy sand, 0 to 2 percent slopes, Southern Coastal
Plain......................................................................................................13
JT—Johnston soils......................................................................................
14
LaB—Lakeland sand, 0 to 6 percent slopes................................................15
Ly—Lynchburg sandy loam, 0 to 2 percent slopes......................................16
Mc—McColl loam........................................................................................
18
NoA—Norfolk loamy sand, 0 to 2 percent slopes........................................19
NoB—Norfolk loamy sand, 2 to 6 percent slopes........................................21
PoB—Pocalla loamy sand, 0 to 3 percent slopes .......................................
22
Ra—Rains sandy loam, 0 to 2 percent slopes ............................................
23
WaB—Wagram loamy sand, 0 to 6 percent slopes.....................................25
Soil Information for All Uses...............................................................................27
Soil Properties and Qualities..............................................................................
27
Soil Qualities and Features.............................................................................27
HydrologicSoil Group.................................................................................
27
WaterFeatures...............................................................................................
31
Depth to Water Table...................................................................................31
Flooding Frequency Class...........................................................................36
Ponding Frequency Class...........................................................................
39
References............................................................................................................
44
2

How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous
areas in a specific area. They include a description of the soils and miscellaneous
areas and their location on the landscape and tables that show soil properties and
limitations affecting various uses. Soil scientists observed the steepness, length,
and shape of the slopes; the general pattern of drainage; the kinds of crops and
native plants; and the kinds of bedrock. They observed and described many soil
profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The
profile extends from the surface down into the unconsolidated material in which the
soil formed or from the surface down to bedrock. The unconsolidated material is
devoid of roots and other living organisms and has not been changed by other
biological activity.
Currently, soils are mapped according to the boundaries of major land resource
areas (MLRAs). MLRAs are geographically associated land resource units that
share common characteristics related to physiography, geology, climate, water
resources, soils, biological resources, and land uses (USDA, 2006). Soil survey
areas typically consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that
is related to the geology, landforms, relief, climate, and natural vegetation of the
area. Each kind of soil and miscellaneous area is associated with a particular kind
of landform or with a segment of the landform. By observing the soils and
miscellaneous areas in the survey area and relating their position to specific
segments of the landform, a soil scientist develops a concept, or model, of how they
were formed. Thus, during mapping, this model enables the soil scientist to predict
with a considerable degree of accuracy the kind of soil or miscellaneous area at a
specific location on the landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented
by an understanding of the soil -vegetation -landscape relationship, are sufficient to
verify predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them
to identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character
of soil properties and the arrangement of horizons within the profile. After the soil
5

Custom Soil Resource Report
scientists classified and named the soils in the survey area, they compared the
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that
have similar use and management requirements. Each map unit is defined by a
unique combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components
of the map unit. The presence of minor components in a map unit in no way
diminishes the usefulness or accuracy of the data. The delineation of such
landforms and landform segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, onsite
investigation is needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape,
and experience of the soil scientist. Observations are made to test and refine the
soil -landscape model and predictions and to verify the classification of the soils at
specific locations. Once the soil -landscape model is refined, a significantly smaller
number of measurements of individual soil properties are made and recorded.
These measurements may include field measurements, such as those for color,
depth to bedrock, and texture, and laboratory measurements, such as those for
content of sand, silt, clay, salt, and other components. Properties of each soil
typically vary from one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists
interpret the data from these analyses and tests as well as the field -observed
characteristics and the soil properties to determine the expected behavior of the
soils under different uses. Interpretations for all of the soils are field tested through
observation of the soils in different uses and under different levels of management.
Some interpretations are modified to fit local conditions, and some new
interpretations are developed to meet local needs. Data are assembled from other
sources, such as research information, production records, and field experience of
specialists. For example, data on crop yields under defined levels of management
are assembled from farm records and from field or plot experiments on the same
kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on
such variables as climate and biological activity. Soil conditions are predictable over
long periods of time, but they are not predictable from year to year. For example,
soil scientists can predict with a fairly high degree of accuracy that a given soil will
have a high water table within certain depths in most years, but they cannot predict
that a high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and
0

Custom Soil Resource Report
identified each as a specific map unit. Aerial photographs show trees, buildings,
fields, roads, and rivers, all of which help in locating boundaries accurately.
7

Soil Map
The soil map section includes the soil map for the defined area of interest, a list of
soil map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.
0

3
Q 656500
34° 48'56- N
1
34° 47 &'N
656500 656900 657300 657700 658100
3
Map Scale: 1:16,200 if printed on A portrait (8.5" x 11") sheet.
� N Meters
0 200 400 800 1200
Feet
0 500 1000 2000 3000
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
9
Custom Soil Resource Report
Soil Map
656900 657300 657700
658100
34° 48' 56'N
34° 478" N
658900
3
m

MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Spoil Area
The soil surveys that comprise your AOI were mapped at
Soil Map Unit Polygons
rwr
Soil Map Unit Lines
0
Soil Map Unit Points
Special
Point Features
{J
Blowout
Borrow Pit
measurements.
Clay Spot
Wet Spot
Closed Depression
.A
Gravel Pit
.4
Gravelly Spot
0
Landfill
.-
Lava Flow
Coordinate System: Web Mercator (EPSG:3857)
Marsh or swamp
+
Mine or Quarry
Streams and Canals
Miscellaneous Water
Perennial Water
IV
Rock Outcrop
distance and area. A projection that preserves area, such as the
Saline Spot
Rails
Sandy Spot
Severely Eroded Spot
accurate calculations of distance or area are required.
Sinkhole
Interstate Highways
Slide or Slip
oa
Sodic Spot
Custom Soil Resource Report
MAP INFORMATION
10
Date(s) aerial images were photographed: Apr 22, 2015—Nov
28, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:20,000.
Stony Spot
Very Stony Spot
Please rely on the bar scale on each map sheet for map
measurements.
Wet Spot
.A
Other
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
.-
Special Line Features
Coordinate System: Web Mercator (EPSG:3857)
Water Features
Streams and Canals
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
Transportation
distance and area. A projection that preserves area, such as the
#_F_+
Rails
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
r•,,r
Interstate Highways
US Routes
This product is generated from the USDA-NRCS certified data as
Major Roads
of the version date(s) listed below.
Local Roads
Soil Survey Area: Robeson County, North Carolina
Background
Survey Area Data: Version 15, Oct 3, 2017
Im
Aerial Photography
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
10
Date(s) aerial images were photographed: Apr 22, 2015—Nov
28, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.

Custom Soil Resource Report
Map Unit Legend
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
11
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
GoA
JT
Goldsboro loamy sand, 0 to 2
percent slopes, Southern
Coastal Plain
7.1
30.3
1.0%
Johnston soils
4.4%
LaB
Lakeland sand, 0 to 6 percent
slopes
17.3
2.5%
Ly
Lynchburg sandy loam, 0 to 2
percent slopes
11.3
1.6%
Mc
McColl loam
221.3
32.2%
NoA
Norfolk loamy sand, 0 to 2
percent slopes
222.0
9.3
32.3%
NoB
Norfolk loamy sand, 2 to 6
percent slopes
1.3%
PoB
Pocalla loamy sand, 0 to 3
percent slopes
67.7
9.9%
Ra
Rains sandy loam, 0 to 2
percent slopes
11.4
1.7%
WaB
Wagram loamy sand, 0 to 6
percent slopes
89.3
13.0%
Totals for Area of Interest
686.9
100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
11

Custom Soil Resource Report
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha -Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
12

Custom Soil Resource Report
Robeson County, North Carolina
GoA—Goldsboro loamy sand, 0 to 2 percent slopes, Southern Coastal
Plain
Map Unit Setting
National map unit symbol: 2v750
Elevation: 110 to 300 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Goldsboro and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Goldsboro
Setting
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down-slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 9 inches: loamy sand
E - 9 to 12 inches: loamy sand
Bt - 12 to 62 inches: sandy clay loam
Btg - 62 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Moderately well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 24 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 8.1 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2w
Hydrologic Soil Group: B
Hydric soil rating: No
Minor Components
Norfolk
Percent of map unit: 8 percent
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
13

Custom Soil Resource Report
Down-slope shape: Convex, linear
Across -slope shape: Convex, linear
Hydric soil rating: No
Lynchburg
Percent of map unit: 7 percent
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down-slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
JT—Johnston soils
Map Unit Setting
National map unit symbol: 3vf6
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: Not prime farmland
Map Unit Composition
Johnston, undrained, and similar soils: 85 percent
Johnston, drained, and similar soils: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Johnston, Undrained
Setting
Landform: Flood plains
Down-slope shape: Concave
Across -slope shape: Linear
Parent material: Sandy and loamy alluvium
Typical profile
A - 0 to 30 inches: mucky loam
Cg1 - 30 to 34 inches: loamy fine sand
Cg2 - 34 to 80 inches: fine sandy loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Very poorly drained
Runoff class: Ponded
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95
in/hr)
Depth to water table: About 0 inches
Frequency of flooding: Frequent
Frequency of ponding: Frequent
Available water storage in profile: High (about 9.4 inches)
14

Custom Soil Resource Report
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 7w
Hydrologic Soil Group: A/D
Hydric soil rating: Yes
Description of Johnston, Drained
Setting
Landform: Flood plains
Down-slope shape: Concave
Across -slope shape: Linear
Parent material: Sandy and loamy alluvium
Typical profile
A - 0 to 30 inches: mucky loam
Cgl - 30 to 34 inches: loamy fine sand
Cg2 - 34 to 80 inches: fine sandy loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Very poorly drained
Runoff class: Ponded
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95
in/hr)
Depth to water table: About 0 inches
Frequency of flooding: Frequent
Frequency of ponding: Frequent
Available water storage in profile: High (about 9.4 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4w
Hydrologic Soil Group: A/D
Hydric soil rating: Yes
LaB—Lakeland sand, 0 to 6 percent slopes
Map Unit Setting
National map unit symbol: 3vfb
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: Not prime farmland
Map Unit Composition
Lakeland and similar soils: 80 percent
Minor components: 5 percent
15

Custom Soil Resource Report
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Lakeland
Setting
Landform: Ridges on marine terraces
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across -slope shape: Convex
Parent material: Sandy marine deposits and/or eolian sands
Typical profile
A - 0 to 6 inches: sand
C1 - 6 to 48 inches: sand
C2 - 48 to 80 inches: sand
Properties and qualities
Slope: 0 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Excessively drained
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat): High to very high (5.95
to 19.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low (about 4.0 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4s
Hydrologic Soil Group: A
Hydric soil rating: No
Minor Components
Leon
Percent of map unit: 5 percent
Landform: Flats on marine terraces
Down-slope shape: Linear
Across -slope shape: Concave
Hydric soil rating: Yes
Ly—Lynchburg sandy loam, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol: 2vx8p
Elevation: 10 to 330 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
16

Custom Soil Resource Report
Frost -free period: 200 to 280 days
Farmland classification: Prime farmland if drained
Map Unit Composition
Lynchburg and similar soils: 84 percent
Minor components: 16 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Lynchburg
Setting
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down-slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 8 inches: sandy loam
E - 8 to 11 inches: sandy loam
Bt - 11 to 21 inches: sandy clay loam
Btg - 21 to 65 inches: sandy clay loam
BCg - 65 to 85 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Somewhat poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 6 to 18 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 6.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2w
Hydrologic Soil Group: B/D
Hydric soil rating: No
Minor Components
Rains
Percent of map unit: 8 percent
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Dip, talf
Down-slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: Yes
Goldsboro
Percent of map unit: 8 percent
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down-slope shape: Linear
Across -slope shape: Linear
17

Custom Soil Resource Report
Hydric soil rating: No
Mc—McColl loam
Map Unit Setting
National map unit symbol: 3vfh
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: Not prime farmland
Map Unit Composition
Mccoll, ponded, and similar soils: 80 percent
Mccoll, drained, and similar soils: 10 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Mccoll, Ponded
Setting
Landform: Carolina bays
Down-slope shape: Concave
Across -slope shape: Linear
Parent material: Clayey marine deposits
Typical profile
A - 0 to 9 inches: loam
Btg - 9 to 13 inches: clay
Btx - 13 to 42 inches: sandy clay loam
BC - 42 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 1 percent
Depth to restrictive feature: 12 to 40 inches to fragipan
Natural drainage class: Poorly drained
Runoff class: Negligible
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to
moderately high (0.06 to 0.20 in/hr)
Depth to water table: About 0 inches
Frequency of flooding: None
Frequency of ponding: Frequent
Available water storage in profile: Very low (about 1.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 6w
Hydrologic Soil Group: D
Hydric soil rating: Yes
18

Custom Soil Resource Report
Description of Mccoll, Drained
Setting
Landform: Carolina bays
Down-slope shape: Concave
Across -slope shape: Linear
Parent material: Clayey marine deposits
Typical profile
Ap - 0 to 9 inches: loam
Btg - 9 to 13 inches: clay
Btx - 13 to 42 inches: sandy clay loam
BC - 42 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 1 percent
Depth to restrictive feature: 12 to 40 inches to fragipan
Natural drainage class: Poorly drained
Runoff class: Very high
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to
moderately high (0.06 to 0.20 in/hr)
Depth to water table: About 0 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Very low (about 1.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group: D
Hydric soil rating: Yes
NoA—Norfolk loamy sand, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol: 2v75w
Elevation: 10 to 330 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Norfolk and similar soils: 83 percent
Minor components: 17 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
19

Custom Soil Resource Report
Description of Norfolk
Setting
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down-slope shape: Convex, linear
Across -slope shape: Convex, linear
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 8 inches: loamy sand
E - 8 to 14 inches: loamy sand
Bt - 14 to 65 inches: sandy clay loam
BC - 65 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 40 to 72 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 6.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 1
Hydrologic Soil Group: A
Hydric soil rating: No
Minor Components
Goldsboro
Percent of map unit: 9 percent
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down-slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
Wagram
Percent of map unit: 8 percent
Landform: Ridges on marine terraces, broad interstream divides on marine
terraces
Landform position (two-dimensional): Summit, shoulder
Landform position (three-dimensional): Crest, talf
Down-slope shape: Convex
Across -slope shape: Convex
Hydric soil rating: No
20

Custom Soil Resource Report
NoB—Norfolk loamy sand, 2 to 6 percent slopes
Map Unit Setting
National map unit symbol: 2v75y
Elevation: 30 to 450 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Norfolk and similar soils: 83 percent
Minor components: 17 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Norfolk
Setting
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down-slope shape: Convex, linear
Across -slope shape: Convex, linear
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 8 inches: loamy sand
E - 8 to 14 inches: loamy sand
Bt - 14 to 65 inches: sandy clay loam
BC - 65 to 80 inches: sandy clay loam
Properties and qualities
Slope: 2 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 40 to 72 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 6.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: A
Hydric soil rating: No
21

Custom Soil Resource Report
Minor Components
Wagram
Percent of map unit: 10 percent
Landform: Ridges on marine terraces, broad interstream divides on marine
terraces
Landform position (two-dimensional): Summit, shoulder
Landform position (three-dimensional): Riser, rise
Down-slope shape: Linear, convex
Across -slope shape: Convex
Hydric soil rating: No
Goldsboro
Percent of map unit: 7 percent
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down-slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
PoB—Pocalla loamy sand, 0 to 3 percent slopes
Map Unit Setting
National map unit symbol: 3vfs
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Pocalla and similar soils: 90 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Pocalla
Setting
Landform: Ridges on marine terraces, flats on marine terraces
Down-slope shape: Convex
Across -slope shape: Convex
Parent material: Loamy and sandy marine deposits
Typical profile
Ap - 0 to 8 inches: loamy sand
E - 8 to 23 inches: loamy sand
Bt - 23 to 36 inches: sandy loam
E'- 36 to 46 inches: loamy sand
Btv - 46 to 80 inches: sandy clay loam
22

Custom Soil Resource Report
Properties and qualities
Slope: 0 to 3 percent
Depth to restrictive feature: 40 to 60 inches to plinthite
Natural drainage class: Somewhat excessively drained
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat)
high (0.57 to 1.98 in/hr)
Depth to water table: About 40 to 60 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low (about 4.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2s
Hydrologic Soil Group: A
Hydric soil rating: No
Ra—Rains sandy loam, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol: 2v760
Elevation: 30 to 330 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: Prime farmland if drained
Map Unit Composition
Rains, undrained, and similar soils: 58 percent
Rains, drained, and similar soils: 24 percent
Minor components: 18 percent
Moderately high to
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Rains, Undrained
Setting
Landform: Carolina bays on marine terraces, flats on marine terraces, broad
interstream divides on marine terraces
Landform position (three-dimensional): Dip, talf
Down-slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy marine deposits
Typical profile
A - 0 to 6 inches: sandy loam
Eg - 6 to 12 inches: sandy loam
Btg - 12 to 65 inches:
BCg - 65 to 80 inches:
Properties and qualities
Slope: 0 to 2 percent
sandy clay loam
sandy clay loam
23

Custom Soil Resource Report
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.20 to 1.98 in/hr)
Depth to water table: About 0 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4w
Hydrologic Soil Group: A/D
Hydric soil rating: Yes
Description of Rains, Drained
Setting
Landform: Carolina bays on marine terraces, flats on marine terraces, broad
interstream divides on marine terraces
Landform position (three-dimensional): Dip, talf
Down-slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 6 inches: sandy loam
Eg - 6 to 12 inches: sandy loam
Btg - 12 to 65 inches: sandy clay loam
BCg - 65 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.20 to 1.98 in/hr)
Depth to water table: About 12 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group: B
Hydric soil rating: Yes
Minor Components
Lynchburg
Percent of map unit: 10 percent
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down-slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
24

Custom Soil Resource Report
Pantego, undrained
Percent of map unit: 8 percent
Landform: Flats, stream terraces, broad interstream divides
Landform position (three-dimensional): Tread, talf
Down-slope shape: Linear
Across -slope shape: Concave
Hydric soil rating: Yes
WaB—Wagram loamy sand, 0 to 6 percent slopes
Map Unit Setting
National map unit symbol: 3vg3
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Wagram and similar soils: 90 percent
Minor components: 5 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Wagram
Setting
Landform: Ridges on marine terraces, broad interstream divides on marine
terraces
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across -slope shape: Convex
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 8 inches: loamy sand
E - 8 to 24 inches: loamy sand
Bt - 24 to 75 inches: sandy clay loam
BC - 75 to 83 inches: sandy loam
Properties and qualities
Slope: 0 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 60 to 80 inches
Frequency of flooding: None
25

Custom Soil Resource Report
Frequency of ponding: None
Available water storage in profile: Moderate (about 6.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2s
Hydrologic Soil Group: A
Hydric soil rating: No
Minor Components
Bibb, undrained
Percent of map unit: 3 percent
Landform: Flood plains
Landform position (two-dimensional): Toeslope
Down-slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
Johnston, undrained
Percent of map unit: 2 percent
Landform: Flood plains
Down-slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
26

Soil Information for All Uses
Soil Properties and Qualities
The Soil Properties and Qualities section includes various soil properties and
qualities displayed as thematic maps with a summary table for the soil map units in
the selected area of interest. A single value or rating for each map unit is generated
by aggregating the interpretive ratings of individual map unit components. This
aggregation process is defined for each property or quality.
Soil Qualities and Features
Soil qualities are behavior and performance attributes that are not directly
measured, but are inferred from observations of dynamic conditions and from soil
properties. Example soil qualities include natural drainage, and frost action. Soil
features are attributes that are not directly part of the soil. Example soil features
include slope and depth to restrictive layer. These features can greatly impact the
use and management of the soil.
Hydrologic Soil Group
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.
27

Custom Soil Resource Report
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.
28

N
n
Q 656500
34° 48' 56" N
34° 47 &'N
Custom Soil Resource Report
Map—Hydrologic Soil Group
656900 6573W 657700
658100
656500 656900 657300 657700 658100
3
Map Scale: 1:16,200 if printed on A portrait (8.5" x 11") sheet.
� Meters
N
Y 0 200 400 800 1200
0 500 1000 2000 3000
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
29
34° 48'56'N
I
34° 478" N
658900
3

MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Rating Polygons
0 A
0 A/D
0 B
0 B/D
0 C
0 C/D
0 D
0 Not rated or not available
Soil Rating Lines
r r A
r r
A/D
r B
B/D
r r C
0 C/D
r r D
r r Not rated or not available
Soil Rating Points
0 A
0 A/D
■ B
■ B/D
Custom Soil Resource Report
MAP INFORMATION
p
C
The soil surveys that comprise your AOI were mapped at
1:20,000.
0
C/D
p
D
Please rely on the bar scale on each map sheet for map
measurements.
0
Not rated or not available
Water Features
Source of Map: Natural Resources Conservation Service
Streams and Canals
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Transportation
§_§_+
Rails
Maps from the Web Soil Survey are based on the Web Mercator
Interstate Highways
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
US Routes
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
Major Roads
Local Roads
This product is generated from the USDA-NRCS certified data as
Background
of the version date(s) listed below.
®
Aerial Photography
Soil Survey Area: Robeson County, North Carolina
Survey Area Data: Version 15, Oct 3, 2017
30
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Apr 22, 2015—Nov
28, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.

Custom Soil Resource Report
Table—Hydrologic Soil Group
Rating Options—Hydrologic Soil Group
Aggregation Method: Dominant Condition
Component Percent Cutoff. None Specified
Tie-break Rule: Higher
Water Features
Water Features include ponding frequency, flooding frequency, and depth to water
table.
Depth to Water Table
"Water table" refers to a saturated zone in the soil. It occurs during specified
months. Estimates of the upper limit are based mainly on observations of the water
table at selected sites and on evidence of a saturated zone, namely grayish colors
(redoximorphic features) in the soil. A saturated zone that lasts for less than a
month is not considered a water table.
31
Map unit symbol
Map unit name
Rating
Acres in AOI
Percent of AOI
GoA
JT
Goldsboro loamy sand, 0
to 2 percent slopes,
Southern Coastal Plain
B
7.1
30.3
1.0%
4.4%
Johnston soils
A/D
LaB
Lakeland sand, 0 to 6
percent slopes
A
17.3
2.5%
Ly
Lynchburg sandy loam, 0
to 2 percent slopes
B/D
11.3
1.6%
Mc
McColl loam
D
221.3
32.2%
NoA
Norfolk loamy sand, 0 to
2 percent slopes
A
A
222.0
9.3
32.3%
NoB
Norfolk loamy sand, 2 to
6 percent slopes
1.3%
PoB
Pocalla loamy sand, 0 to
3 percent slopes
A
A/D
67.7
11.4
9.9%
Ra
Rains sandy loam, 0 to 2
percent slopes
1.7%
WaB
Wagram loamy sand, 0
to 6 percent slopes
A
89.3
13.0%
Totals for Area of Interest
686.9
100.0%
Rating Options—Hydrologic Soil Group
Aggregation Method: Dominant Condition
Component Percent Cutoff. None Specified
Tie-break Rule: Higher
Water Features
Water Features include ponding frequency, flooding frequency, and depth to water
table.
Depth to Water Table
"Water table" refers to a saturated zone in the soil. It occurs during specified
months. Estimates of the upper limit are based mainly on observations of the water
table at selected sites and on evidence of a saturated zone, namely grayish colors
(redoximorphic features) in the soil. A saturated zone that lasts for less than a
month is not considered a water table.
31

Custom Soil Resource Report
This attribute is actually recorded as three separate values in the database. A low
value and a high value indicate the range of this attribute for the soil component. A
"representative" value indicates the expected value of this attribute for the
component. For this soil property, only the representative value is used.
32

N
n
Q 656500
34° 48' 56" N
34° 47 &'N
Custom Soil Resource Report
Map—Depth to Water Table
656900 6573W 657700
658100
656500 656900 657300 657700 658100
3
Map Scale: 1:16,200 if printed on A portrait (8.5" x 11") sheet.
� Meters
N
0 200 400 800 1200
, Feet
0 500 1000 2000 3000
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
33
34° 48'56'N
I
34° 478" N
658900
3

MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Rating
Polygons
0
0-25
25-50
0
50-100
0
100-150
0
150-200
0
> 200
0
Not rated or not available
Soil Rating
Lines
0-25
r r
25-50
r r
50-100
r
100-150
r r
150-200
~
> 200
im 0
Not rated or not available
Soil Rating
Points
0
0-25
0
25-50
p
50-100
0
100-150
0
150-200
0
> 200
Custom Soil Resource Report
0 Not rated or not available
Water Features
Streams and Canals
Transportation
§_§_+ Rails
W%op Interstate Highways
US Routes
Major Roads
Local Roads
Background
® Aerial Photography
34
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:20,000.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Robeson County, North Carolina
Survey Area Data: Version 15, Oct 3, 2017
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Apr 22, 2015—Nov
28, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.

Custom Soil Resource Report
Table—Depth to Water Table
35
Map unit symbol
Map unit name
Rating (centimeters)
Acres in AOI
Percent of AOI
GoA
Goldsboro loamy sand, 0
to 2 percent slopes,
Southern Coastal Plain
76
7.1
1.0%
JT
Johnston soils
0
30.3
4.4%
LaB
Lakeland sand, 0 to 6
percent slopes
>200
17.3
2.5%
Ly
Lynchburg sandy loam, 0
to 2 percent slopes
15
11.3
1.6%
Mc
McColl loam
0
221.3
32.2%
NoA
Norfolk loamy sand, 0 to
2 percent slopes
122
222.0
32.3%
NoB
Norfolk loamy sand, 2 to
6 percent slopes
122
9.3
1.3%
PoB
Pocalla loamy sand, 0 to
3 percent slopes
102
67.7
9.9%
Ra
Rains sandy loam, 0 to 2
percent slopes
0
11.4
1.7%
WaB
Wagram loamy sand, 0
to 6 percent slopes
192
89.3
13.0%
Totals for Area of Interest
686.9
100.0%
35

Custom Soil Resource Report
Rating Options—Depth to Water Table
Units of Measure: centimeters
Aggregation Method: Dominant Component
Component Percent Cutoff. None Specified
Tie-break Rule: Lower
Interpret Nulls as Zero: No
Beginning Month: January
Ending Month: December
Flooding Frequency Class
Flooding is the temporary inundation of an area caused by overflowing streams, by
runoff from adjacent slopes, or by tides. Water standing for short periods after
rainfall or snowmelt is not considered flooding, and water standing in swamps and
marshes is considered ponding rather than flooding.
Frequency is expressed as none, very rare, rare, occasional, frequent, and very
frequent.
"None" means that flooding is not probable. The chance of flooding is nearly 0
percent in any year. Flooding occurs less than once in 500 years.
"Very rare" means that flooding is very unlikely but possible under extremely
unusual weather conditions. The chance of flooding is less than 1 percent in any
year.
"Rare" means that flooding is unlikely but possible under unusual weather
conditions. The chance of flooding is 1 to 5 percent in any year.
"Occasional" means that flooding occurs infrequently under normal weather
conditions. The chance of flooding is 5 to 50 percent in any year.
"Frequent" means that flooding is likely to occur often under normal weather
conditions. The chance of flooding is more than 50 percent in any year but is less
than 50 percent in all months in any year.
"Very frequent" means that flooding is likely to occur very often under normal
weather conditions. The chance of flooding is more than 50 percent in all months of
any year.
36

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JT NoA
Nor9Mc
LaB o
PoB WaB Mc:. Mc Mc
Go
JT Mc GoA�
NoA
JT NoA Mc
I Mc NoB
x�.
s + ;
LaB WaB
Me
LaB
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JT Mc
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MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Rating
Polygons
0
None
Very Rare
0
Rare
0
Occasional
0
Frequent
0
Very Frequent
0
Not rated or not available
Soil Rating
Lines
~
None
r r
Very Rare
r r
Rare
r
Occasional
r r
Frequent
~
Very Frequent
im 0
Not rated or not available
Soil Rating
Points
0
None
0
Very Rare
0
Rare
0
Occasional
0
Frequent
E
Very Frequent
Custom Soil Resource Report
0 Not rated or not available
Water Features
Streams and Canals
Transportation
§_§_+ Rails
W%op Interstate Highways
US Routes
Major Roads
Local Roads
Background
® Aerial Photography
38
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:20,000.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Robeson County, North Carolina
Survey Area Data: Version 15, Oct 3, 2017
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Apr 22, 2015—Nov
28, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.

Custom Soil Resource Report
Table—Flooding Frequency Class
Rating Options—Flooding Frequency Class
Aggregation Method: Dominant Condition
Component Percent Cutoff. None Specified
Tie-break Rule: More Frequent
Beginning Month: January
Ending Month: December
Ponding Frequency Class
Ponding is standing water in a closed depression. The water is removed only by
deep percolation, transpiration, or evaporation or by a combination of these
processes. Ponding frequency classes are based on the number of times that
ponding occurs over a given period. Frequency is expressed as none, rare,
occasional, and frequent.
"None" means that ponding is not probable. The chance of ponding is nearly 0
percent in any year.
39
Map unit symbol
Map unit name
Rating
Acres in AOI
Percent of AOI
GoA
JT
Goldsboro loamy sand, 0
to 2 percent slopes,
Southern Coastal Plain
None
7.1
30.3
1.0%
4.4%
Johnston soils
Frequent
LaB
Lakeland sand, 0 to 6
percent slopes
None
17.3
2.5%
Ly
Lynchburg sandy loam, 0
to 2 percent slopes
None
11.3
1.6%
Mc
McColl loam
None
221.3
32.2%
NoA
Norfolk loamy sand, 0 to
2 percent slopes
None
None
222.0
9.3
32.3%
NoB
Norfolk loamy sand, 2 to
6 percent slopes
1.3%
PoB
Pocalla loamy sand, 0 to
3 percent slopes
None
None
67.7
11.4
9.9%
Ra
Rains sandy loam, 0 to 2
percent slopes
1.7%
WaB
Wagram loamy sand, 0
to 6 percent slopes
None
89.3
13.0%
Totals for Area of Interest
686.9
100.0%
Rating Options—Flooding Frequency Class
Aggregation Method: Dominant Condition
Component Percent Cutoff. None Specified
Tie-break Rule: More Frequent
Beginning Month: January
Ending Month: December
Ponding Frequency Class
Ponding is standing water in a closed depression. The water is removed only by
deep percolation, transpiration, or evaporation or by a combination of these
processes. Ponding frequency classes are based on the number of times that
ponding occurs over a given period. Frequency is expressed as none, rare,
occasional, and frequent.
"None" means that ponding is not probable. The chance of ponding is nearly 0
percent in any year.
39

Custom Soil Resource Report
"Rare" means that ponding is unlikely but possible under unusual weather
conditions. The chance of ponding is nearly 0 percent to 5 percent in any year.
"Occasional" means that ponding occurs, on the average, once or less in 2 years.
The chance of ponding is 5 to 50 percent in any year.
"Frequent" means that ponding occurs, on the average, more than once in 2 years.
The chance of ponding is more than 50 percent in any year.
40

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PoB
Mc
Mc
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LaB p0
- *G
, Mc Mc
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Mc
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--

MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Rating
Polygons
0
None
0
Rare
0
Occasional
0
Frequent
0
Not rated or not available
Soil Rating
Lines
~
None
r r
Rare
r x
Occasional
~
Frequent
r r
Not rated or not available
Soil Rating
Points
0
None
0
Rare
0
Occasional
0
Frequent
0
Not rated or not available
Water Features
Streams and Canals
Transportation
§_§_+ Rails
Interstate Highways
Custom Soil Resource Report
US Routes
Major Roads
Local Roads
Background
® Aerial Photography
42
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:20,000.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Robeson County, North Carolina
Survey Area Data: Version 15, Oct 3, 2017
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Apr 22, 2015—Nov
28, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.

Custom Soil Resource Report
Table—Ponding Frequency Class
Rating Options—Ponding Frequency Class
Aggregation Method: Dominant Condition
Component Percent Cutoff., None Specified
Tie-break Rule: More Frequent
Beginning Month: January
Ending Month: December
43
Map unit symbol
Map unit name
Rating
Acres in AOI
Percent of AOI
GoA
Goldsboro loamy sand, 0
to 2 percent slopes,
Southern Coastal Plain
None
7.1
30.3
1.0%
JT
Johnston soils
Frequent
4.4%
LaB
Lakeland sand, 0 to 6
percent slopes
None
17.3
2.5%
Ly
Lynchburg sandy loam, 0
to 2 percent slopes
None
11.3
1.6%
Mc
McColl loam
Frequent
221.3
32.2%
NoA
Norfolk loamy sand, 0 to
2 percent slopes
None
222.0
32.3%
NoB
Norfolk loamy sand, 2 to
6 percent slopes
None
9.3
1.3%
PoB
Pocalla loamy sand, 0 to
3 percent slopes
None
67.7
9.9%
Ra
Rains sandy loam, 0 to 2
percent slopes
None
11.4
1.7%
WaB
Wagram loamy sand, 0
to 6 percent slopes
None
89.3
13.0%
Totals for Area of Interest
686.9
100.0%
Rating Options—Ponding Frequency Class
Aggregation Method: Dominant Condition
Component Percent Cutoff., None Specified
Tie-break Rule: More Frequent
Beginning Month: January
Ending Month: December
43

References
American Association of State Highway and Transportation Officials (AASHTO).
2004. Standard specifications for transportation materials and methods of sampling
and testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife
Service FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric
soils in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.
U.S. Department of Agriculture Handbook 18. http://www.nres.usda.gov/wps/portal/
nres/detail/national/soils/?cid=nres 142p2_054262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for
making and interpreting soil surveys. 2nd edition. Natural Resources Conservation
Service, U.S. Department of Agriculture Handbook 436. http://
www.nres.usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://
www. nres.usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053580
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://www.nres.usda.gov/wps/portal/nres/detail/soils/
home/?cid=nres142p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nres.usda.gov/wps/portal/nres/
detail/national/landuse/rangepasture/?cid=stelprdb1043084
44

Custom Soil Resource Report
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430 -VI. http://www.nres.usda.gov/wps/portal/
nres/detail/soils/scientists/?cid=nres142p2_054242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States,
the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook
296. http://www.nres.usda.gov/wps/portal/nres/detail/national/soils/?
cid=nres142p2_053624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http://
www.nrcs.usda.gov/lnternet/FSE—DOCUMENTS/nrcsl 42p2_052290.pdf
45

STORMWATER ANALYSIS
APPENDIX B STORMWATER FLOW CALCULATIONS
REFERENCES
www.erm.com Version: 1.1 Project No.: 0477495 Client: Piedmont Natural Gas 15 October 2018 Page 11

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
Duke
no project subtitle provided
SUB -AREA:
DA -1 Outlet
DA -2 Outlet
DA -3 Outlet
DA -4 Outlet
DA -5 Outlet
DA -6 Outlet
DA -7 Outlet
DA -8 Outlet
DA -9 Outlet
DA -10 Outlet
STREAM REACH:
STORM ANALYSIS:
2 -Yr
10 -Yr
100 -Yr
1 -Yr
STRUCTURE RATING:
GLOBAL OUTPUT:
2 0.05
WinTR-20 Printed Page File
Beginning of Input Data List
0 0 0.05
0682
45.
.534
08236
54.
.567
03966
51.
.487
14494
63.
.953
02119
45.
.389
05691
51.
.458
06006
37.
.76
07655
62.
.748
04373
54.
.766
03595
57.
.59
3.67 Type III 2
5.58 Type III 2
8.87 Type III 2
3.02 Type III 2
YYYYN YYYYNN
End of Input Data List
Duke
no project subtitle provided
Name of printed page file:
TR20.out
STORM 2 -Yr
Area or
Drainage
Rain Gage
Runoff
------------
Peak
Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -1
0.068
0.111
14.11
0.66
9.63
Line
Start Time
------------
Flow
Values @ time
increment
of 0.034 hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.558
0.06
0.08
0.11
0.14
0.18
0.21
0.25
12.794
0.28
0.31
0.34
0.37
0.40
0.42
0.44
13.030
0.46
0.48
0.49
0.51
0.52
0.53
0.54
13.266
0.55
0.55
0.56
0.57
0.58
0.58
0.59
13.502
0.60
0.60
0.61
0.61
0.62
0.62
0.63
13.738
0.63
0.64
0.64
0.64
0.65
0.65
0.65
13.974
0.65
0.66
0.66
0.66
0.66
0.66
0.66
14.210
0.66
0.66
0.65
0.65
0.65
0.65
0.65
14.447
0.65
0.65
0.65
0.65
0.65
0.65
0.65
14.683
0.65
0.65
0.65
0.65
0.65
0.65
0.65
14.919
0.65
0.65
0.65
0.65
0.65
0.65
0.65
15.155
0.64
0.64
0.64
0.64
0.64
0.63
0.63
15.391
0.63
0.63
0.62
0.62
0.62
0.62
0.61
15.627
0.61
0.61
0.60
0.60
0.60
0.59
0.59
15.863
0.58
0.58
0.57
0.57
0.57
0.56
0.56
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TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
(continued)
STORM 2 -Yr
SUB -AREA:
DA -1 Outlet
.0682
45.
.534
DA -2 Outlet
.08236
54.
.567
DA -3 Outlet
.03966
51.
.487
16.099
0.55
0.55
0.54
0.54
0.53
0.53
0.53
16.335
0.52
0.52
0.52
0.51
0.51
0.51
0.50
16.571
0.50
0.50
0.50
0.49
0.49
0.49
0.49
16.807
0.49
0.48
0.48
0.48
0.48
0.48
0.47
17.043
0.47
0.47
0.47
0.46
0.46
0.46
0.46
17.280
0.46
0.45
0.45
0.45
0.45
0.44
0.44
17.516
0.44
0.44
0.43
0.43
0.43
0.43
0.42
17.752
0.42
0.42
0.42
0.41
0.41
0.41
0.40
17.988
0.40
0.40
0.40
0.39
0.39
0.39
0.38
18.224
0.38
0.38
0.38
0.37
0.37
0.37
0.37
18.460
0.37
0.37
0.37
0.36
0.36
0.36
0.36
18.696
0.36
0.36
0.36
0.36
0.36
0.36
0.36
18.932
0.36
0.35
0.35
0.35
0.35
0.35
0.35
19.168
0.35
0.35
0.35
0.35
0.35
0.35
0.35
19.404
0.35
0.35
0.34
0.34
0.34
0.34
0.34
19.640
0.34
0.34
0.34
0.34
0.34
0.34
0.34
19.876
0.34
0.34
0.33
0.33
0.33
0.33
0.33
20.113
0.33
0.33
0.33
0.33
0.33
0.33
0.33
20.349
0.33
0.33
0.32
0.32
0.32
0.32
0.32
20.585
0.32
0.32
0.32
0.32
0.32
0.32
0.32
20.821
0.32
0.32
0.32
0.32
0.31
0.31
0.31
21.057
0.31
0.31
0.31
0.31
0.31
0.31
0.31
21.293
0.31
0.31
0.31
0.31
0.31
0.31
0.31
21.529
0.30
0.30
0.30
0.30
0.30
0.30
0.30
21.765
0.30
0.30
0.30
0.30
0.30
0.30
0.30
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provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.034
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
22.001
0.30
0.29
0.29
0.29
0.29
0.29
0.29
22.237
0.29
0.29
0.29
0.29
0.29
0.29
0.29
22.473
0.29
0.28
0.28
0.28
0.28
0.28
0.28
22.709
0.28
0.28
0.28
0.28
0.28
0.28
0.28
22.946
0.28
0.27
0.27
0.27
0.27
0.27
0.27
23.182
0.27
0.27
0.27
0.27
0.27
0.27
0.26
23.418
0.26
0.26
0.26
0.26
0.26
0.26
0.26
23.654
0.26
0.26
0.26
0.26
0.26
0.25
0.25
23.890
0.25
0.25
0.25
0.25
0.25
0.25
0.24
24.126
0.24
0.23
0.22
0.20
0.19
0.17
0.15
24.362
0.13
0.11
0.10
0.08
0.07
0.06
Area or
Drainage Rain
Gage
Runoff ------------
Peak Flow
------------
Reach
Area ID
or
Amount Elevation
Time
Rate
Rate
Identifier
(sq mi) Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -2
0.082
0.369
12.60
6.93
84.13
Line
Start Time
------------
Flow
Values @ time
increment
of 0.036
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.065
0.10
0.24
0.48
0.84
1.32
1.93
2.63
12.316
3.36
4.08
4.76
5.38
5.92
6.35
6.67
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(continued)
no project subtitle provided
WinTR-55, Version 1.00.10 Page 3 10/1/2018 5:12:14 PM
STORM 2 -Yr
SUB -AREA:
DA -1
Outlet
.0682
45.
.534
DA -2
Outlet
.08236
54.
.567
DA -3
Outlet
.03966
51.
.487
12.566
6.86
6.93
6.89
6.78
6.61
6.40
6.16
12.817
5.90
5.65
5.40
5.16
4.94
4.74
4.56
13.068
4.39
4.23
4.09
3.96
3.83
3.72
3.61
13.318
3.52
3.43
3.35
3.28
3.22
3.16
3.11
13.569
3.07
3.02
2.99
2.95
2.91
2.88
2.85
13.820
2.82
2.79
2.76
2.73
2.70
2.67
2.64
14.070
2.62
2.59
2.56
2.54
2.51
2.48
2.46
14.321
2.44
2.42
2.40
2.38
2.36
2.34
2.32
14.572
2.31
2.29
2.28
2.26
2.25
2.23
2.22
14.822
2.21
2.19
2.18
2.16
2.15
2.14
2.12
15.073
2.11
2.09
2.08
2.06
2.05
2.03
2.02
15.324
2.00
1.99
1.97
1.96
1.94
1.92
1.91
15.574
1.89
1.87
1.86
1.84
1.82
1.80
1.79
15.825
1.77
1.75
1.73
1.71
1.70
1.68
1.66
16.076
1.64
1.62
1.60
1.58
1.57
1.55
1.53
16.326
1.52
1.50
1.49
1.47
1.46
1.45
1.44
16.577
1.43
1.42
1.41
1.40
1.39
1.38
1.37
16.828
1.36
1.35
1.34
1.33
1.33
1.32
1.31
17.078
1.30
1.29
1.28
1.27
1.27
1.26
1.25
17.329
1.24
1.23
1.22
1.21
1.20
1.20
1.19
17.580
1.18
1.17
1.16
1.15
1.14
1.13
1.12
17.830
1.11
1.11
1.10
1.09
1.08
1.07
1.06
18.081
1.05
1.04
1.03
1.02
1.01
1.01
1.00
18.332
0.99
0.98
0.98
0.97
0.97
0.96
0.96
18.582
0.95
0.95
0.95
0.94
0.94
0.94
0.93
18.833
0.93
0.93
0.92
0.92
0.92
0.92
0.91
19.084
0.91
0.91
0.91
0.90
0.90
0.90
0.90
WinTR-20 Version 1.10
Page 2
10/01/2018
17:11
Duke
no project subtitle
provided
Line
Start Time ------------
Flow
Values @ time
increment
of 0.036
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
19.334
0.89
0.89
0.89
0.89
0.88
0.88
0.88
19.585
0.87
0.87
0.87
0.87
0.86
0.86
0.86
19.836
0.86
0.85
0.85
0.85
0.85
0.84
0.84
20.086
0.84
0.83
0.83
0.83
0.83
0.82
0.82
20.337
0.82
0.82
0.81
0.81
0.81
0.81
0.81
20.588
0.80
0.80
0.80
0.80
0.80
0.79
0.79
20.838
0.79
0.79
0.78
0.78
0.78
0.78
0.78
21.089
0.77
0.77
0.77
0.77
0.77
0.76
0.76
21.340
0.76
0.76
0.76
0.75
0.75
0.75
0.75
21.590
0.75
0.74
0.74
0.74
0.74
0.73
0.73
21.841
0.73
0.73
0.73
0.72
0.72
0.72
0.72
22.092
0.72
0.71
0.71
0.71
0.71
0.70
0.70
22.342
0.70
0.70
0.70
0.69
0.69
0.69
0.69
22.593
0.68
0.68
0.68
0.68
0.68
0.67
0.67
22.844
0.67
0.67
0.66
0.66
0.66
0.66
0.66
23.094
0.65
0.65
0.65
0.65
0.64
0.64
0.64
23.345
0.64
0.63
0.63
0.63
0.63
0.62
0.62
23.596
0.62
0.62
0.62
0.61
0.61
0.61
0.61
23.847
0.60
0.60
0.60
0.60
0.59
0.59
0.58
24.097
0.58
0.56
0.54
0.51
0.48
0.44
0.40
24.348
0.35
0.31
0.27
0.23
0.20
0.16
0.14
24.599
0.12
0.10
0.09
0.07
0.06
0.05
WinTR-55, Version 1.00.10 Page 3 10/1/2018 5:12:14 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -1 Outlet
DA -2 Outlet
DA -3 Outlet
Area or Drainage Rain Gage
Reach Area ID or
Identifier (sq mi) Location
DA -3 0.040
Line
Start Time
(hr)
12.151
12.366
12.582
12.797
13.012
13.228
13.443
13.658
13.874
14.089
14.304
14.519
14.735
14.950
15.165
15.381
15.596
15.811
Beginning of Input Data List
0 0 0.05
(continued)
STORM 2 -Yr
.0682 45. .534
.08236 54. .567
.03966 51. .487
Runoff ------------ Peak Flow ------------
Amount Elevation Time Rate Rate
(in) (ft) (hr) (cfs) (csm)
0.269 12.61 2.00 50.47
------------
Flow
Values @ time
increment
of 0.031
hr------------
0.63
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
0.07
0.14
0.23
0.36
0.51
0.69
0.88
1.07
1.26
1.44
1.60
1.74
1.86
1.93
1.98
2.00
2.00
1.97
1.94
1.89
1.83
1.77
1.71
1.66
1.60
1.56
1.51
1.47
1.43
1.40
1.36
1.33
1.30
1.27
1.25
1.22
1.20
1.18
1.16
1.14
1.12
1.11
1.10
1.09
1.08
1.07
1.06
1.05
1.04
1.04
1.03
1.02
1.02
1.01
1.00
1.00
0.99
0.98
0.98
0.97
0.96
0.95
0.95
0.94
0.93
0.93
0.92
0.91
0.91
0.90
0.89
0.89
0.88
0.88
0.87
0.87
0.86
0.86
0.86
0.85
0.85
0.84
0.84
0.84
0.83
0.83
0.83
0.82
0.82
0.81
0.81
0.81
0.80
0.80
0.79
0.79
0.79
0.78
0.78
0.77
0.77
0.76
0.76
0.75
0.75
0.74
0.74
0.73
0.73
0.72
0.72
0.71
0.71
0.70
0.70
0.69
0.69
0.68
0.68
0.67
0.66
0.66
0.65
0.65
0.64
0.64
WinTR-20 Version 1.10 Page 3 10/01/2018 17:11
Duke
no project subtitle provided
Line
Start Time
(hr)
16.027
16.242
16.457
16.673
16.888
17.103
17.318
17.534
17.749
17.964
18.180
18.395
18.610
18.826
19.041
19.256
19.471
19.687
19.902
20.117
------------
Flow
Values @ time ii
(cfs)
(cfs)
(cfs) (c
0.63
0.62
0.62
0.59
0.58
0.58
0.56
0.56
0.55
0.54
0.53
0.53
0.52
0.52
0.51
0.50
0.50
0.49
0.48
0.48
0.47
0.46
0.46
0.45
0.44
0.44
0.43
0.42
0.41
0.41
0.40
0.39
0.39
0.38
0.38
0.38
0.37
0.37
0.37
0.37
0.36
0.36
0.36
0.36
0.36
0.35
0.35
0.35
0.35
0.35
0.35
0.34
0.34
0.34
0.34
0.34
0.33
0.33
0.33
0.33
icrement
of 0.031
hr------------
;fs)
(cfs)
(cfs)
(cfs)
1.61
0.61
0.60
0.59
1.57
0.57
0.57
0.56
1.55
0.55
0.54
0.54
1.53
0.53
0.52
0.52
1.51
0.51
0.50
0.50
1.49
0.49
0.49
0.48
1.47
0.47
0.47
0.46
1.45
0.45
0.45
0.44
1.43
0.43
0.42
0.42
1.41
0.41
0.40
0.40
1.39
0.39
0.38
0.38
1.38
0.37
0.37
0.37
1.37
0.37
0.37
0.37
1.36
0.36
0.36
0.36
1.36
0.36
0.36
0.35
1.35
0.35
0.35
0.35
1.35
0.34
0.34
0.34
1.34
0.34
0.34
0.34
1.33
0.33
0.33
0.33
1.33
0.33
0.33
0.32
WinTR-55, Version 1.00.10 Page 4 10/1/2018 5:12:14 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
Beginning of Input Data List
0 0 0.05
STORM 2 -Yr
(continued)
DA -1 Outlet
.0682 45.
.534
DA -2 Outlet
.08236
54.
.567
DA -3 Outlet
.03966
51.
.487
20.333
0.32
0.32
0.32
0.32
0.32
0.32
0.32
20.548
0.32
0.32
0.32
0.32
0.32
0.32
0.32
20.763
0.31
0.31
0.31
0.31
0.31
0.31
0.31
20.979
0.31
0.31
0.31
0.31
0.31
0.31
0.31
21.194
0.31
0.30
0.30
0.30
0.30
0.30
0.30
21.409
0.30
0.30
0.30
0.30
0.30
0.30
0.30
21.625
0.30
0.29
0.29
0.29
0.29
0.29
0.29
21.840
0.29
0.29
0.29
0.29
0.29
0.29
0.29
22.055
0.29
0.29
0.28
0.28
0.28
0.28
0.28
22.270
0.28
0.28
0.28
0.28
0.28
0.28
0.28
22.486
0.28
0.27
0.27
0.27
0.27
0.27
0.27
22.701
0.27
0.27
0.27
0.27
0.27
0.27
0.27
22.916
0.26
0.26
0.26
0.26
0.26
0.26
0.26
23.132
0.26
0.26
0.26
0.26
0.26
0.26
0.25
23.347
0.25
0.25
0.25
0.25
0.25
0.25
0.25
23.562
0.25
0.25
0.25
0.25
0.25
0.24
0.24
23.778
0.24
0.24
0.24
0.24
0.24
0.24
0.24
23.993
0.24
0.24
0.23
0.23
0.22
0.22
0.21
24.208
0.19
0.18
0.16
0.14
0.12
0.11
0.09
24.424
0.08
0.07
0.06
Area or
Drainage
Rain Gage
Runoff
------------
Peak Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -4
0.145
0.744
12.77
27.69
191.01
WinTR-20 Version 1.10
Page 4
10/01/2018
17:11
Duke
no project subtitle provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.060
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
11.864
0.14
0.33
0.74
1.49
2.73
4.52
6.87
12.285
9.78
13.08
16.51
19.73
22.53
24.78
26.41
12.706
27.38
27.69
27.41
26.62
25.43
24.04
22.59
13.128
21.19
19.82
18.55
17.38
16.31
15.35
14.50
13.549
13.74
13.06
12.44
11.89
11.40
10.96
10.57
13.970
10.21
9.88
9.58
9.30
9.04
8.80
8.57
14.392
8.35
8.15
7.97
7.79
7.63
7.48
7.34
14.813
7.20
7.07
6.95
6.83
6.72
6.61
6.51
15.234
6.41
6.32
6.22
6.13
6.04
5.95
5.86
15.656
5.77
5.68
5.59
5.49
5.40
5.31
5.22
16.077
5.12
5.03
4.94
4.84
4.75
4.66
4.58
16.498
4.50
4.42
4.34
4.27
4.21
4.14
4.08
16.920
4.02
3.97
3.92
3.87
3.82
3.77
3.72
17.341
3.67
3.62
3.58
3.53
3.49
3.44
3.40
17.762
3.35
3.31
3.26
3.22
3.17
3.13
3.08
18.184
3.04
2.99
2.95
2.91
2.87
2.83
2.79
18.605
2.76
2.73
2.70
2.67
2.65
2.63
2.61
19.026
2.59
2.57
2.55
2.54
2.52
2.50
2.49
WinTR-55, Version 1.00.10 Page 5 10/1/2018 5:12:14 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
Beginning of Input Data List
0 0 0.05
STORM 2 -Yr
(continued)
DA -1 Outlet
.0682
45.
.534
Start Time
------------
DA -2 Outlet
Values @ time ii
.08236
54.
.567
(cfs) (c
13.820
DA -3 Outlet
0.20
.03966
51.
.487
0.21
0.20
19.448
2.47
2.46
2.44
2.43
2.42
2.40
2.39
19.869
2.38
2.36
2.35
2.33
2.32
2.31
2.29
20.290
2.28
2.27
2.26
2.24
2.23
2.22
2.21
20.712
2.20
2.18
2.17
2.16
2.15
2.14
2.13
21.133
2.12
2.11
2.10
2.09
2.08
2.07
2.06
21.554
2.05
2.04
2.03
2.02
2.01
2.00
1.98
21.976
1.97
1.96
1.95
1.94
1.93
1.92
1.91
22.397
1.90
1.89
1.88
1.87
1.86
1.85
1.84
22.818
1.83
1.82
1.81
1.80
1.79
1.78
1.77
23.240
1.75
1.74
1.73
1.72
1.71
1.70
1.69
23.661
1.68
1.67
1.66
1.65
1.64
1.62
1.61
24.082
1.60
1.57
1.53
1.48
1.41
1.32
1.22
24.503
1.10
0.99
0.87
0.76
0.65
0.55
0.47
24.925
0.39
0.33
0.28
0.24
0.20
0.17
0.15
25.346
0.12
0.11
0.09
0.08
0.06
0.05
Area or
Drainage
Rain Gage
Runoff ------------
Peak Flow ------------
Reach
Area
ID or
Amount Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -5
0.021
0.111
13.99
0.21
9.68
Line
Start Time
------------
Flow
Values @ time
increment
of 0.025
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.617
0.06
0.07
0.08
0.09
0.10
0.11
0.11
12.789
0.12
0.13
0.13
0.14
0.14
0.15
0.15
12.961
0.16
0.16
0.16
0.17
0.17
0.17
0.17
13.133
0.17
0.17
0.18
0.18
0.18
0.18
0.18
13.304
0.18
0.18
0.18
0.19
0.19
0.19
0.19
13.476
0.19
0.19
0.19
0.19
0.20
0.20
0.20
13.648
0.20
0.20
0.20
0.20
0.20
0.20
0.20
WinTR-20 Version 1.10
Page 5
10/01/2018
17:11
Duke
no project subtitle
provided
Line
of 0.025
hr------------
Start Time
------------
Flow
Values @ time ii
(hr)
(cfs)
(cfs)
(cfs) (c
13.820
0.20
0.20
0.20
13.992
0.21
0.21
0.20
14.164
0.20
0.20
0.20
14.336
0.20
0.20
0.20
14.508
0.20
0.20
0.20
14.680
0.20
0.20
0.20
14.852
0.20
0.20
0.20
15.024
0.20
0.20
0.20
15.196
0.20
0.20
0.20
15.368
0.19
0.19
0.19
15.540
0.19
0.19
0.19
15.712
0.18
0.18
0.18
15.884
0.18
0.18
0.17
16.056
0.17
0.17
0.17
16.228
0.16
0.16
0.16
16.400
0.16
0.16
0.16
WinTR-55, Version 1.00.10
Page 6
icrement
of 0.025
hr------------
;fs)
(cfs)
(cfs)
(cfs)
1.20
0.20
0.21
0.21
1.20
0.20
0.20
0.20
1.20
0.20
0.20
0.20
1.20
0.20
0.20
0.20
1.20
0.20
0.20
0.20
1.20
0.20
0.20
0.20
1.20
0.20
0.20
0.20
1.20
0.20
0.20
0.20
1.20
0.20
0.20
0.19
1.19
0.19
0.19
0.19
1.19
0.19
0.18
0.18
I.18
0.18
0.18
0.18
1.17
0.17
0.17
0.17
1.17
0.16
0.16
0.16
1.16
0.16
0.16
0.16
1.15
0.15
0.15
0.15
10/1/2018 5:12:14 PM

WinTR-20 Printed Page File
Beginning of
Input Data
List
TR20.inp
WinTR-20: Version 1.10
0
0
0.05
(continued)
no project
subtitle provided
STORM 2-Yr
SUB-AREA:
DA-1 Outlet
.0682
45.
.534
DA-2 Outlet
.08236
54.
.567
DA-3 Outlet
.03966
51.
.487
16.572
0.15
0.15
0.15
0.15
0.15
0.15
0.15
16.744
0.15
0.15
0.15
0.15
0.15
0.15
0.15
16.916
0.15
0.15
0.15
0.15
0.14
0.14
0.14
17.088
0.14
0.14
0.14
0.14
0.14
0.14
0.14
17.260
0.14
0.14
0.14
0.14
0.14
0.14
0.14
17.432
0.14
0.14
0.13
0.13
0.13
0.13
0.13
17.604
0.13
0.13
0.13
0.13
0.13
0.13
0.13
17.776
0.13
0.13
0.13
0.13
0.12
0.12
0.12
17.948
0.12
0.12
0.12
0.12
0.12
0.12
0.12
18.120
0.12
0.12
0.12
0.12
0.12
0.12
0.11
18.292
0.11
0.11
0.11
0.11
0.11
0.11
0.11
18.464
0.11
0.11
0.11
0.11
0.11
0.11
0.11
18.636
0.11
0.11
0.11
0.11
0.11
0.11
0.11
18.808
0.11
0.11
0.11
0.11
0.11
0.11
0.11
18.980
0.11
0.11
0.11
0.11
0.11
0.11
0.11
19.152
0.11
0.11
0.11
0.11
0.11
0.11
0.11
19.324
0.11
0.11
0.11
0.11
0.11
0.11
0.11
19.496
0.11
0.11
0.11
0.11
0.11
0.11
0.11
19.668
0.11
0.11
0.10
0.10
0.10
0.10
0.10
19.840
0.10
0.10
0.10
0.10
0.10
0.10
0.10
20.012
0.10
0.10
0.10
0.10
0.10
0.10
0.10
20.184
0.10
0.10
0.10
0.10
0.10
0.10
0.10
20.356
0.10
0.10
0.10
0.10
0.10
0.10
0.10
20.528
0.10
0.10
0.10
0.10
0.10
0.10
0.10
20.700
0.10
0.10
0.10
0.10
0.10
0.10
0.10
20.872
0.10
0.10
0.10
0.10
0.10
0.10
0.10
21.044
0.10
0.10
0.10
0.10
0.10
0.10
0.10
21.216
0.10
0.10
0.10
0.10
0.10
0.10
0.10
21.388
0.09
0.09
0.09
0.09
0.09
0.09
0.09
21.559
0.09
0.09
0.09
0.09
0.09
0.09
0.09
21.731
0.09
0.09
0.09
0.09
0.09
0.09
0.09
21.903
0.09
0.09
0.09
0.09
0.09
0.09
0.09
22.075
0.09
0.09
0.09
0.09
0.09
0.09
0.09
22.247
0.09
0.09
0.09
0.09
0.09
0.09
0.09
22.419
0.09
0.09
0.09
0.09
0.09
0.09
0.09
WinTR-20 Version 1.10
Page 6
10/01/2018
17:11
Duke
no project subtitle
provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.025
hr------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
22.591
0.09
0.09
0.09
0.09
0.09
0.09
0.09
22.763
0.09
0.09
0.09
0.09
0.09
0.09
0.08
22.935
0.08
0.08
0.08
0.08
0.08
0.08
0.08
23.107
0.08
0.08
0.08
0.08
0.08
0.08
0.08
23.279
0.08
0.08
0.08
0.08
0.08
0.08
0.08
23.451
0.08
0.08
0.08
0.08
0.08
0.08
0.08
23.623
0.08
0.08
0.08
0.08
0.08
0.08
0.08
23.795
0.08
0.08
0.08
0.08
0.08
0.08
0.08
23.967
0.08
0.08
0.08
0.08
0.07
0.07
0.07
24.139
0.07
0.06
0.06
0.05
Area or
Drainage Rain
Gage
Runoff------------
Peak Flow
------------
Reach
Area ID
or
Amount Elevation
Time
Rate
Rate
Identifier
(sq mi) Location
(in)
(ft)
(hr)
(cfs)
(csm)
WinTR-55, Version 1.00.10
Page 7
10/1/2018
5:12:14 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
Beginning of Input Data List
0 0 0.05
Line
Start Time
(hr)
12.144
12.346
12.549
12.751
12.954
13.156
13.359
13.561
13.764
13.966
14.169
14.371
14.574
14.776
14.979
15.181
15.384
15.586
15.789
15.991
16.193
16.396
16.598
16.801
17.003
17.206
17.408
17.611
17.813
18.016
------------
Flow
Values @ time
(continued)
no project subtitle
provided
Flow
(cfs)
(cfs)
(cfs)
STORM
2 -Yr
SUB -AREA:
(cfs)
0.10
0.19
DA -1
Outlet
.0682
45. .534
DA -2
Outlet
.08236
54. .567
DA -3
Outlet
.03966
51. .487
DA -6 0.057
2.93
0.269
12.61 2.94 51.68
Line
Start Time
(hr)
12.144
12.346
12.549
12.751
12.954
13.156
13.359
13.561
13.764
13.966
14.169
14.371
14.574
14.776
14.979
15.181
15.384
15.586
15.789
15.991
16.193
16.396
16.598
16.801
17.003
17.206
17.408
17.611
17.813
18.016
------------
Flow
Values @ time
increment
of 0.029
hr------------
Flow
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
0.10
0.19
0.32
0.50
0.72
0.97
1.24
1.52
1.79
2.05
2.29
2.50
2.67
2.80
2.89
2.93
2.94
2.92
2.87
2.81
2.73
2.64
2.56
2.47
2.39
2.31
2.25
2.18
2.12
2.07
2.02
1.97
1.93
1.89
1.85
1.81
1.77
1.74
1.71
1.68
1.65
1.63
1.61
1.59
1.57
1.56
1.54
1.53
1.52
1.51
1.50
1.49
1.48
1.47
1.46
1.45
1.44
1.44
1.43
1.42
1.41
1.40
1.39
1.38
1.37
1.36
1.35
1.34
1.33
1.32
1.32
1.31
1.30
1.29
1.28
1.27
1.26
1.26
1.25
1.25
1.24
1.23
1.23
1.22
1.22
1.21
1.21
1.20
1.20
1.19
1.19
1.18
1.18
1.17
1.17
1.16
1.16
1.15
1.15
1.14
1.14
1.13
1.12
1.12
1.11
1.11
1.10
1.09
1.09
1.08
1.08
1.07
1.06
1.06
1.05
1.04
1.04
1.03
1.02
1.01
1.01
1.00
0.99
0.99
0.98
0.97
0.96
0.95
0.95
0.94
0.93
0.92
0.92
0.91
0.90
0.89
0.88
0.87
0.87
0.86
0.85
0.84
0.84
0.83
0.82
0.82
0.81
0.81
0.80
0.80
0.79
0.79
0.79
0.78
0.78
0.77
0.77
0.77
0.76
0.76
0.75
0.75
0.75
0.74
0.74
0.74
0.73
0.73
0.73
0.72
0.72
0.71
0.71
0.71
0.70
0.70
0.70
0.69
0.69
0.69
0.68
0.68
0.67
0.67
0.67
0.66
0.66
0.65
0.65
0.65
0.64
0.64
0.63
0.63
0.63
0.62
0.62
0.61
0.61
0.61
0.60
0.60
0.59
0.59
0.58
0.58
0.58
0.57
0.57
0.56
WinTR-20 Version 1.10 Page 7 10/01/2018 17:11
Duke
no project subtitle provided
Line
of 0.029
hr------------
Start Time
------------
Flow
Values @ time ii
(hr)
(cfs)
(cfs)
(cfs) (c
18.218
0.56
0.56
0.55
18.421
0.54
0.54
0.54
18.623
0.53
0.53
0.53
18.826
0.52
0.52
0.52
19.028
0.52
0.51
0.51
19.231
0.51
0.51
0.51
19.433
0.50
0.50
0.50
19.636
0.49
0.49
0.49
19.838
0.48
0.48
0.48
20.041
0.48
0.47
0.47
20.243
0.47
0.47
0.47
20.446
0.46
0.46
0.46
WinTR-55, Version 1.00.10
Page 8
icrement
of 0.029
hr------------
;fs)
(cfs)
(cfs)
(cfs)
1.55
0.55
0.55
0.54
1.54
0.54
0.53
0.53
1.53
0.53
0.53
0.52
1.52
0.52
0.52
0.52
1.51
0.51
0.51
0.51
1.50
0.50
0.50
0.50
1.50
0.50
0.49
0.49
1.49
0.49
0.49
0.48
1.48
0.48
0.48
0.48
1.47
0.47
0.47
0.47
1.46
0.46
0.46
0.46
1.46
0.46
0.46
0.46
10/1/2018 5:12:14 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
Beginning of Input Data List
0 0 0.05
(continued)
STORM 2 -Yr
DA -1 Outlet
.0682
45.
.534
DA -2 Outlet
.08236
54.
.567
DA -3 Outlet
.03966
51.
.487
20.648
0.45
0.45
0.45
0.45
0.45
0.45
0.45
20.851
0.45
0.45
0.45
0.44
0.44
0.44
0.44
21.053
0.44
0.44
0.44
0.44
0.44
0.44
0.44
21.256
0.44
0.43
0.43
0.43
0.43
0.43
0.43
21.458
0.43
0.43
0.43
0.43
0.42
0.42
0.42
21.661
0.42
0.42
0.42
0.42
0.42
0.42
0.42
21.863
0.42
0.41
0.41
0.41
0.41
0.41
0.41
22.066
0.41
0.41
0.41
0.41
0.40
0.40
0.40
22.268
0.40
0.40
0.40
0.40
0.40
0.40
0.40
22.470
0.39
0.39
0.39
0.39
0.39
0.39
0.39
22.673
0.39
0.39
0.39
0.38
0.38
0.38
0.38
22.875
0.38
0.38
0.38
0.38
0.38
0.38
0.37
23.078
0.37
0.37
0.37
0.37
0.37
0.37
0.37
23.280
0.37
0.36
0.36
0.36
0.36
0.36
0.36
23.483
0.36
0.36
0.36
0.36
0.35
0.35
0.35
23.685
0.35
0.35
0.35
0.35
0.35
0.35
0.34
23.888
0.34
0.34
0.34
0.34
0.34
0.34
0.33
24.090
0.33
0.32
0.30
0.29
0.27
0.24
0.22
24.293
0.19
0.17
0.15
0.12
0.10
0.09
0.07
24.495
0.06
0.05
Area or
Drainage
Rain Gage
Runoff ------------
Peak Flow ------------
Reach
Area
ID or
Amount Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -7
0.060
0.0
17.99
0.0
0.0
DA -8
0.077
0.697
12.62
15.30
199.82
Line
Start Time
------------
Flow
Values @ time
increment
of 0.047
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
11.867
0.07
0.16
0.33
0.66
1.19
2.00
3.09
12.198
4.46
6.08
7.84
9.61
11.24
12.65
13.78
12.529
14.60
15.11
15.30
15.19
14.81
14.24
13.54
12.860
12.81
12.07
11.34
10.64
9.98
9.37
8.81
13.190
8.30
7.85
7.44
7.07
6.74
6.44
6.17
13.521
5.93
5.71
5.52
5.35
5.20
5.06
4.93
13.852
4.81
4.71
4.61
4.51
4.42
4.33
4.25
WinTR-20 Version 1.10
Page 8
10/01/2018
17:11
Duke
no project subtitle
provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.047
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
14.182
4.17
4.09
4.01
3.94
3.87
3.81
3.75
14.513
3.69
3.64
3.59
3.55
3.50
3.46
3.43
14.844
3.39
3.35
3.32
3.28
3.25
3.21
3.18
15.174
3.14
3.11
3.07
3.04
3.01
2.97
2.94
15.505
2.90
2.87
2.83
2.80
2.76
2.72
2.69
15.836
2.65
2.62
2.58
2.54
2.51
2.47
2.43
16.167
2.39
2.36
2.32
2.29
2.25
2.22
2.19
16.497
2.16
2.13
2.11
2.08
2.06
2.04
2.01
16.828
1.99
1.97
1.95
1.93
1.92
1.90
1.88
17.159
1.86
1.84
1.83
1.81
1.79
1.77
1.75
WinTR-55, Version 1.00.10 Page 9 10/1/2018 5:12:14 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
(continued)
WinTR-55, Version 1.00.10 Page 10 10/1/2018 5:12:14 PM
STORM 2 -Yr
SUB -AREA:
DA -1 Outlet
.0682
45.
.534
DA -2 Outlet
.08236
54.
.567
DA -3 Outlet
.03966
51.
.487
17.489
1.74
1.72
1.70
1.68
1.67
1.65
1.63
17.820
1.61
1.60
1.58
1.56
1.54
1.53
1.51
18.151
1.49
1.47
1.46
1.44
1.42
1.41
1.39
18.481
1.38
1.37
1.36
1.35
1.34
1.33
1.32
18.812
1.31
1.31
1.30
1.29
1.29
1.28
1.27
19.143
1.27
1.26
1.26
1.25
1.25
1.24
1.24
19.473
1.23
1.23
1.22
1.21
1.21
1.20
1.20
19.804
1.19
1.19
1.18
1.18
1.17
1.17
1.16
20.135
1.16
1.15
1.15
1.14
1.14
1.13
1.13
20.466
1.12
1.12
1.11
1.11
1.10
1.10
1.10
20.796
1.09
1.09
1.08
1.08
1.07
1.07
1.07
21.127
1.06
1.06
1.05
1.05
1.05
1.04
1.04
21.458
1.03
1.03
1.03
1.02
1.02
1.01
1.01
21.788
1.01
1.00
1.00
0.99
0.99
0.99
0.98
22.119
0.98
0.97
0.97
0.96
0.96
0.96
0.95
22.450
0.95
0.94
0.94
0.94
0.93
0.93
0.92
22.780
0.92
0.91
0.91
0.91
0.90
0.90
0.89
23.111
0.89
0.89
0.88
0.88
0.87
0.87
0.86
23.442
0.86
0.85
0.85
0.85
0.84
0.84
0.83
23.772
0.83
0.82
0.82
0.82
0.81
0.81
0.80
24.103
0.79
0.77
0.75
0.72
0.67
0.62
0.57
24.434
0.51
0.45
0.39
0.34
0.29
0.24
0.20
24.765
0.17
0.15
0.12
0.11
0.09
0.08
0.06
25.095
0.05
Area or
Drainage
Rain Gage
Runoff ------------
Peak Flow ------------
Reach
Area
ID or
Amount Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -9
0.044
0.368
12.78
3.19
72.99
Line
Start Time
------------
Flow
Values @ time
increment
of 0.048
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.103
0.07
0.16
0.30
0.50
0.78
1.11
1.47
12.441
1.84
2.19
2.50
2.77
2.97
3.11
3.19
12.780
3.19
3.14
3.06
2.96
2.85
2.73
2.62
13.119
2.51
2.40
2.30
2.21
2.13
2.06
1.99
13.457
1.92
1.86
1.81
1.77
1.72
1.69
1.65
13.796
1.62
1.59
1.57
1.54
1.52
1.49
1.47
WinTR-20 Version 1.10
Page 9
10/01/2018
17:11
Duke
no project subtitle
provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.048
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
14.134
1.45
1.43
1.40
1.38
1.36
1.34
1.33
14.473
1.31
1.29
1.28
1.26
1.25
1.24
1.22
14.812
1.21
1.20
1.19
1.18
1.17
1.16
1.15
15.150
1.14
1.13
1.12
1.10
1.09
1.08
1.07
15.489
1.06
1.05
1.04
1.03
1.01
1.00
0.99
15.828
0.98
0.96
0.95
0.94
0.93
0.91
0.90
16.166
0.89
0.87
0.86
0.85
0.84
0.83
0.81
16.505
0.80
0.79
0.79
0.78
0.77
0.76
0.75
WinTR-55, Version 1.00.10 Page 10 10/1/2018 5:12:14 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
Beginning of Input Data List
0 0 0.05
STORM 2 -Yr
(continued)
DA -1 Outlet
.0682
45.
.534
DA -2 Outlet
.08236
54.
.567
DA -3 Outlet
.03966
51.
.487
16.844
0.75
0.74
0.73
0.72
0.72
0.71
0.70
17.182
0.70
0.69
0.69
0.68
0.67
0.67
0.66
17.521
0.65
0.65
0.64
0.63
0.63
0.62
0.62
17.860
0.61
0.60
0.60
0.59
0.58
0.58
0.57
18.198
0.56
0.56
0.55
0.54
0.54
0.53
0.53
18.537
0.52
0.52
0.52
0.51
0.51
0.51
0.50
18.876
0.50
0.50
0.50
0.49
0.49
0.49
0.49
19.214
0.49
0.48
0.48
0.48
0.48
0.48
0.47
19.553
0.47
0.47
0.47
0.47
0.46
0.46
0.46
19.892
0.46
0.46
0.45
0.45
0.45
0.45
0.45
20.230
0.45
0.44
0.44
0.44
0.44
0.44
0.43
20.569
0.43
0.43
0.43
0.43
0.43
0.42
0.42
20.908
0.42
0.42
0.42
0.42
0.42
0.41
0.41
21.246
0.41
0.41
0.41
0.41
0.41
0.40
0.40
21.585
0.40
0.40
0.40
0.40
0.39
0.39
0.39
21.923
0.39
0.39
0.39
0.39
0.38
0.38
0.38
22.262
0.38
0.38
0.38
0.37
0.37
0.37
0.37
22.601
0.37
0.37
0.37
0.36
0.36
0.36
0.36
22.939
0.36
0.36
0.35
0.35
0.35
0.35
0.35
23.278
0.35
0.34
0.34
0.34
0.34
0.34
0.34
23.617
0.33
0.33
0.33
0.33
0.33
0.33
0.32
23.955
0.32
0.32
0.32
0.31
0.31
0.30
0.29
24.294
0.27
0.25
0.23
0.20
0.18
0.16
0.14
24.633
0.12
0.10
0.08
0.07
0.06
0.05
Area or
Drainage
Rain Gage
Runoff ------------
Peak Flow ------------
Reach
Area
ID or
Amount Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -10
0.036
0.481
12.56
4.62
128.65
Line
Start Time
------------
Flow
Values @ time
increment
of 0.037
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.038
0.11
0.23
0.43
0.72
1.09
1.53
2.03
12.298
2.54
3.03
3.47
3.85
4.17
4.41
4.56
12.559
4.62
4.61
4.54
4.41
4.25
4.08
3.89
12.820
3.70
3.51
3.32
3.15
2.99
2.85
2.71
13.081
2.59
2.49
2.39
2.29
2.21
2.13
2.06
13.342
2.00
1.94
1.89
1.84
1.80
1.76
1.73
13.603
1.70
1.67
1.65
1.62
1.60
1.58
1.55
13.863
1.53
1.51
1.50
1.48
1.46
1.44
1.42
WinTR-20 Version 1.10
Page 10
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17:11
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no project subtitle
provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.037
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
14.124
1.41
1.39
1.37
1.36
1.34
1.33
1.31
14.385
1.30
1.29
1.27
1.26
1.25
1.24
1.23
14.646
1.22
1.21
1.21
1.20
1.19
1.18
1.17
14.907
1.16
1.15
1.15
1.14
1.13
1.12
1.11
15.168
1.10
1.09
1.08
1.08
1.07
1.06
1.05
15.429
1.04
1.03
1.02
1.01
1.00
0.99
0.98
WinTR-55, Version 1.00.10 Page 11 10/1/2018 5:12:14 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
(continued)
STORM 2 -Yr
SUB -AREA:
DA -1 Outlet
.0682
45.
.534
DA -2 Outlet
.08236
54.
.567
DA -3 Outlet
.03966
51.
.487
15.689
0.97
0.96
0.95
0.94
0.93
0.92
0.91
15.950
0.90
0.89
0.88
0.87
0.86
0.85
0.84
16.211
0.83
0.82
0.81
0.80
0.79
0.78
0.78
16.472
0.77
0.76
0.75
0.75
0.74
0.74
0.73
16.733
0.73
0.72
0.72
0.71
0.71
0.70
0.70
16.994
0.69
0.69
0.68
0.68
0.67
0.67
0.66
17.254
0.66
0.65
0.65
0.64
0.64
0.63
0.63
17.515
0.62
0.62
0.61
0.61
0.60
0.60
0.59
17.776
0.59
0.58
0.58
0.57
0.57
0.56
0.56
18.037
0.55
0.55
0.54
0.54
0.53
0.53
0.52
18.298
0.52
0.51
0.51
0.51
0.50
0.50
0.50
18.559
0.50
0.49
0.49
0.49
0.49
0.48
0.48
18.819
0.48
0.48
0.48
0.48
0.48
0.47
0.47
19.080
0.47
0.47
0.47
0.47
0.46
0.46
0.46
19.341
0.46
0.46
0.46
0.46
0.45
0.45
0.45
19.602
0.45
0.45
0.45
0.45
0.44
0.44
0.44
19.863
0.44
0.44
0.44
0.44
0.43
0.43
0.43
20.124
0.43
0.43
0.43
0.43
0.42
0.42
0.42
20.385
0.42
0.42
0.42
0.42
0.41
0.41
0.41
20.645
0.41
0.41
0.41
0.41
0.41
0.41
0.40
20.906
0.40
0.40
0.40
0.40
0.40
0.40
0.40
21.167
0.39
0.39
0.39
0.39
0.39
0.39
0.39
21.428
0.39
0.39
0.38
0.38
0.38
0.38
0.38
21.689
0.38
0.38
0.38
0.38
0.37
0.37
0.37
21.950
0.37
0.37
0.37
0.37
0.37
0.36
0.36
22.210
0.36
0.36
0.36
0.36
0.36
0.36
0.35
22.471
0.35
0.35
0.35
0.35
0.35
0.35
0.35
22.732
0.35
0.34
0.34
0.34
0.34
0.34
0.34
22.993
0.34
0.34
0.33
0.33
0.33
0.33
0.33
23.254
0.33
0.33
0.33
0.32
0.32
0.32
0.32
23.515
0.32
0.32
0.32
0.32
0.31
0.31
0.31
23.775
0.31
0.31
0.31
0.31
0.31
0.30
0.30
24.036
0.30
0.30
0.29
0.28
0.27
0.26
0.24
24.297
0.22
0.20
0.17
0.15
0.13
0.11
0.10
24.558
0.08
0.07
0.06
Area or
Drainage
Rain Gage
Runoff ------------
Peak Flow
------------
Reach
Area
ID or
Amount Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
OUTLET
0.630
0.414
12.69
61.34
97.43
WinTR-20 Version 1.10
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no project subtitle
provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.025
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
11.830
0.07
0.17
0.28
0.40
0.59
0.83
1.17
12.002
1.59
2.21
3.03
4.10
5.35
6.95
8.83
12.174
11.10
13.60
16.48
19.58
22.94
26.47
30.08
12.346
33.70
37.27
40.75
44.02
47.11
49.92
52.45
WinTR-55, Version 1.00.10
Page 12
10/1/2018
5:12:15 PM

WinTR-20 Printed Page File Beginning of Input Data List
TR20.inp
WinTR-20: Version 1.10 0 0 0.05
(continued)
no project subtitle provided
STORM 2 -Yr
SUB -AREA:
DA -1
Outlet
.0682 45.
.534
DA -2
Outlet
.08236 54.
.567
DA -3
Outlet
.03966 51.
.487
12.518
54.71
56.57
58.17
59.40
60.35
61.00
61.28
12.690
61.34
61.17
60.71
60.18
59.34
58.45
57.44
12.862
56.32
55.18
53.93
52.67
51.40
50.11
48.84
13.034
47.59
46.36
45.17
44.01
42.88
41.78
40.73
13.206
39.71
38.74
37.80
36.91
36.06
35.24
34.47
13.378
33.73
33.04
32.37
31.75
31.15
30.59
30.06
13.550
29.55
29.07
28.61
28.18
27.77
27.37
26.99
13.722
26.63
26.28
25.95
25.63
25.33
25.03
24.75
13.894
24.47
24.21
23.95
23.70
23.46
23.22
22.99
14.066
22.77
22.54
22.33
22.12
21.91
21.71
21.50
14.238
21.31
21.12
20.94
20.76
20.59
20.42
20.26
14.410
20.10
19.95
19.80
19.66
19.52
19.38
19.26
14.582
19.13
19.01
18.89
18.77
18.66
18.55
18.44
14.754
18.33
18.22
18.12
18.02
17.92
17.82
17.72
14.926
17.62
17.52
17.43
17.33
17.24
17.14
17.05
15.098
16.96
16.87
16.78
16.69
16.60
16.51
16.42
15.270
16.33
16.24
16.15
16.06
15.97
15.88
15.79
15.442
15.70
15.61
15.52
15.42
15.33
15.24
15.15
15.614
15.06
14.96
14.87
14.77
14.68
14.59
14.49
15.786
14.39
14.30
14.20
14.10
14.01
13.91
13.81
15.958
13.71
13.61
13.51
13.41
13.31
13.21
13.11
16.130
13.01
12.92
12.82
12.72
12.62
12.53
12.43
16.302
12.34
12.25
12.17
12.08
12.00
11.91
11.84
16.474
11.76
11.68
11.61
11.54
11.47
11.40
11.34
16.646
11.27
11.21
11.15
11.09
11.03
10.97
10.91
16.818
10.86
10.80
10.75
10.69
10.64
10.59
10.53
16.990
10.48
10.43
10.38
10.33
10.28
10.23
10.18
17.162
10.13
10.08
10.03
9.98
9.93
9.88
9.84
17.334
9.79
9.74
9.69
9.64
9.59
9.55
9.50
17.506
9.45
9.40
9.35
9.30
9.25
9.21
9.16
17.678
9.11
9.06
9.01
8.96
8.91
8.86
8.82
17.850
8.77
8.72
8.67
8.62
8.57
8.52
8.47
18.022
8.42
8.37
8.32
8.27
8.22
8.17
8.12
18.194
8.08
8.03
7.98
7.94
7.89
7.85
7.81
18.366
7.77
7.73
7.69
7.66
7.62
7.59
7.56
18.538
7.53
7.50
7.47
7.44
7.42
7.39
7.37
18.710
7.34
7.32
7.30
7.28
7.26
7.24
7.22
18.882
7.20
7.18
7.16
7.14
7.12
7.11
7.09
19.054
7.07
7.06
7.04
7.02
7.01
6.99
6.98
19.225
6.96
6.94
6.93
6.91
6.90
6.88
6.87
19.397
6.85
6.84
6.82
6.81
6.79
6.78
6.77
19.569
6.75
6.74
6.72
6.71
6.69
6.68
6.66
19.741
6.65
6.64
6.62
6.61
6.59
6.58
6.56
19.913
6.55
6.53
6.52
6.51
6.49
6.48
6.46
20.085
6.45
6.43
6.42
6.40
6.39
6.38
6.36
20.257
6.35
6.33
6.32
6.31
6.29
6.28
6.27
20.429
6.25
6.24
6.23
6.22
6.20
6.19
6.18
WinTR-20 Version 1.10
Page
12
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no project subtitle
provided
Line
Start Time ------------
Flow
Values @
time increment
of 0.025
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
20.601
6.17
6.15
6.14
6.13
6.12
6.11
6.10
20.773
6.08
6.07
6.06
6.05
6.04
6.02
6.01
WinTR-55, Version
1.00.10
Page
13
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5:12:15 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
(continued)
STORM 2 -Yr
SUB -AREA:
DA -1 Outlet
.0682
45.
.534
DA -2 Outlet
.08236
54.
.567
DA -3 Outlet
.03966
51.
.487
20.945
6.00
5.99
5.98
5.97
5.96
5.95
5.93
21.117
5.92
5.91
5.90
5.89
5.88
5.87
5.86
21.289
5.85
5.84
5.82
5.81
5.80
5.79
5.78
21.461
5.77
5.76
5.75
5.73
5.72
5.71
5.70
21.633
5.69
5.68
5.67
5.65
5.64
5.63
5.62
21.805
5.61
5.60
5.59
5.58
5.56
5.55
5.54
21.977
5.53
5.52
5.51
5.50
5.49
5.47
5.46
22.149
5.45
5.44
5.43
5.42
5.41
5.39
5.38
22.321
5.37
5.36
5.35
5.33
5.32
5.31
5.30
22.493
5.29
5.27
5.26
5.25
5.24
5.23
5.22
22.665
5.20
5.19
5.18
5.17
5.16
5.15
5.13
22.837
5.12
5.11
5.10
5.09
5.08
5.06
5.05
23.009
5.04
5.03
5.02
5.00
4.99
4.98
4.97
23.181
4.95
4.94
4.93
4.92
4.91
4.89
4.88
23.353
4.87
4.86
4.84
4.83
4.82
4.81
4.80
23.525
4.78
4.77
4.76
4.75
4.74
4.72
4.71
23.697
4.70
4.69
4.67
4.66
4.65
4.64
4.62
23.869
4.61
4.60
4.59
4.57
4.56
4.55
4.53
24.041
4.51
4.48
4.44
4.39
4.33
4.24
4.15
24.213
4.03
3.90
3.72
3.57
3.42
3.26
3.09
24.385
2.93
2.76
2.60
2.44
2.29
2.14
1.98
24.557
1.78
1.65
1.52
1.42
1.32
1.18
1.10
24.729
1.02
0.95
0.88
0.81
0.72
0.67
0.62
24.901
0.58
0.50
0.46
0.43
0.40
0.37
0.35
25.073
0.32
0.30
0.28
0.22
0.20
0.19
0.18
25.245
0.17
0.15
0.14
0.14
0.13
0.12
0.11
25.417
0.10
0.10
0.09
0.08
0.08
0.07
0.07
25.589
0.06
0.06
0.06
0.05
STORM 10 -Yr
Area or
Drainage
Rain Gage
Runoff ------------
Peak Flow
------------
Reach
Area
ID or
Amount Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -1
0.068
0.640
12.57
11.20
164.27
Line
Start Time
------------
Flow
Values @ time
increment
of 0.034
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.027
0.12
0.31
0.63
1.15
1.86
2.77
3.85
12.264
5.03
6.21
7.34
8.36
9.26
10.02
10.59
12.500
10.98
11.18
11.20
11.07
10.85
10.54
10.16
12.736
9.75
9.31
8.86
8.43
8.02
7.64
7.30
12.972
6.98
6.69
6.43
6.20
5.97
5.77
5.58
13.208
5.41
5.24
5.10
4.96
4.84
4.73
4.63
13.444
4.55
4.47
4.40
4.33
4.27
4.22
4.16
13.680
4.11
4.07
4.02
3.98
3.94
3.90
3.86
WinTR-20 Version 1.10
Page 13
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no project subtitle
provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.034
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
WinTR-55, Version 1.00.10
Page 14
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5:12:15 PM

WinTR-20 Printed Page File Beginning of Input Data List
TR20.inp
WinTR-20: Version 1.10 0 0 0.05
(continued)
no project subtitle
provided
STORM 10 -Yr
SUB -AREA:
DA -1
Outlet
.0682 45.
.534
DA -2
Outlet
.08236 54.
.567
DA -3
Outlet
.03966 51.
.487
13.916
3.82
3.78
3.74
3.70
3.67
3.63
3.59
14.152
3.55
3.52
3.48
3.45
3.42
3.39
3.36
14.388
3.33
3.30
3.28
3.26
3.23
3.21
3.19
14.624
3.17
3.15
3.13
3.11
3.09
3.07
3.06
14.860
3.04
3.02
3.00
2.98
2.96
2.94
2.92
15.097
2.90
2.88
2.86
2.84
2.82
2.80
2.78
15.333
2.76
2.73
2.71
2.69
2.67
2.65
2.63
15.569
2.60
2.58
2.56
2.53
2.51
2.49
2.46
15.805
2.44
2.42
2.39
2.37
2.34
2.32
2.29
16.041
2.27
2.25
2.22
2.20
2.17
2.15
2.13
16.277
2.10
2.08
2.06
2.05
2.03
2.01
2.00
16.513
1.98
1.97
1.95
1.94
1.93
1.91
1.90
16.749
1.89
1.88
1.87
1.86
1.84
1.83
1.82
16.985
1.81
1.80
1.79
1.78
1.76
1.75
1.74
17.221
1.73
1.72
1.71
1.70
1.69
1.67
1.66
17.457
1.65
1.64
1.63
1.62
1.60
1.59
1.58
17.693
1.57
1.56
1.54
1.53
1.52
1.51
1.50
17.930
1.48
1.47
1.46
1.45
1.44
1.42
1.41
18.166
1.40
1.39
1.38
1.37
1.36
1.35
1.34
18.402
1.33
1.33
1.32
1.31
1.31
1.30
1.30
18.638
1.29
1.29
1.28
1.28
1.28
1.27
1.27
18.874
1.26
1.26
1.26
1.25
1.25
1.25
1.24
19.110
1.24
1.24
1.23
1.23
1.23
1.22
1.22
19.346
1.22
1.21
1.21
1.21
1.20
1.20
1.20
19.582
1.19
1.19
1.19
1.18
1.18
1.18
1.17
19.818
1.17
1.17
1.16
1.16
1.15
1.15
1.15
20.054
1.14
1.14
1.14
1.13
1.13
1.13
1.12
20.290
1.12
1.12
1.11
1.11
1.11
1.11
1.10
20.526
1.10
1.10
1.09
1.09
1.09
1.09
1.08
20.763
1.08
1.08
1.07
1.07
1.07
1.07
1.06
20.999
1.06
1.06
1.06
1.05
1.05
1.05
1.05
21.235
1.04
1.04
1.04
1.03
1.03
1.03
1.03
21.471
1.02
1.02
1.02
1.01
1.01
1.01
1.01
21.707
1.00
1.00
1.00
1.00
0.99
0.99
0.99
21.943
0.98
0.98
0.98
0.98
0.97
0.97
0.97
22.179
0.96
0.96
0.96
0.96
0.95
0.95
0.95
22.415
0.94
0.94
0.94
0.94
0.93
0.93
0.93
22.651
0.92
0.92
0.92
0.92
0.91
0.91
0.91
22.887
0.90
0.90
0.90
0.90
0.89
0.89
0.89
23.123
0.88
0.88
0.88
0.87
0.87
0.87
0.86
23.359
0.86
0.86
0.86
0.85
0.85
0.85
0.84
23.596
0.84
0.84
0.84
0.83
0.83
0.83
0.82
23.832
0.82
0.82
0.81
0.81
0.81
0.80
0.80
24.068
0.79
0.78
0.76
0.73
0.68
0.64
0.58
24.304
0.52
0.46
0.40
0.35
0.30
0.25
0.21
24.540
0.18
0.15
0.13
0.11
0.09
0.08
0.07
24.776
0.06
WinTR-20 Version 1.10 Page 14 10/01/2018 17:11
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no project subtitle provided
Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------
Reach Area ID or Amount Elevation Time Rate Rate
WinTR-55, Version 1.00.10 Page 15 10/1/2018 5:12:15 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
(continued)
WinTR-20 Version 1.10 Page 15 10/01/2018 17:11
Duke
no project subtitle provided
WinTR-55, Version 1.00.10 Page 16 10/1/2018 5:12:15 PM
STORM 10 -Yr
SUB -AREA:
DA -1
Outlet
.0682 45.
.534
DA -2
Outlet
.08236 54.
.567
DA -3
Outlet
.03966 51.
.487
Identifier (sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -2
0.082
1.212
12.48
34.61
420.20
Line
Start Time ------------
Flow
Values @
time increment
of 0.036
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
11.724
0.08
0.16
0.29
0.50
0.81
1.24
1.86
11.975
2.75
3.98
5.63
7.78
10.48
13.62
17.07
12.225
20.65
24.13
27.28
29.92
31.97
33.44
34.32
12.476
34.61
34.36
33.69
32.64
31.30
29.81
28.25
12.727
26.66
25.06
23.50
22.01
20.61
19.32
18.15
12.977
17.10
16.15
15.30
14.53
13.84
13.20
12.63
13.228
12.10
11.63
11.19
10.81
10.46
10.14
9.86
13.479
9.61
9.39
9.18
9.00
8.83
8.67
8.51
13.729
8.37
8.24
8.11
7.99
7.88
7.77
7.67
13.980
7.57
7.46
7.37
7.27
7.18
7.08
6.99
14.231
6.91
6.82
6.74
6.67
6.60
6.53
6.46
14.481
6.40
6.34
6.29
6.23
6.18
6.13
6.08
14.732
6.03
5.99
5.94
5.89
5.85
5.80
5.75
14.983
5.71
5.66
5.61
5.57
5.52
5.47
5.43
15.233
5.38
5.33
5.29
5.24
5.19
5.14
5.09
15.484
5.05
5.00
4.95
4.90
4.85
4.80
4.75
15.735
4.70
4.65
4.60
4.55
4.50
4.44
4.39
15.985
4.34
4.29
4.24
4.19
4.13
4.08
4.03
16.236
3.99
3.94
3.90
3.85
3.81
3.77
3.74
16.487
3.70
3.67
3.64
3.61
3.58
3.56
3.53
16.737
3.50
3.48
3.45
3.43
3.40
3.38
3.36
16.988
3.33
3.31
3.28
3.26
3.24
3.21
3.19
17.239
3.17
3.14
3.12
3.09
3.07
3.05
3.02
17.489
3.00
2.98
2.95
2.93
2.90
2.88
2.86
17.740
2.83
2.81
2.78
2.76
2.74
2.71
2.69
17.991
2.66
2.64
2.61
2.59
2.57
2.54
2.52
18.241
2.50
2.48
2.46
2.44
2.42
2.41
2.39
18.492
2.38
2.37
2.35
2.34
2.33
2.32
2.32
18.743
2.31
2.30
2.29
2.28
2.27
2.27
2.26
18.994
2.25
2.24
2.24
2.23
2.22
2.21
2.21
19.244
2.20
2.19
2.19
2.18
2.17
2.17
2.16
19.495
2.15
2.14
2.14
2.13
2.12
2.12
2.11
19.746
2.10
2.09
2.09
2.08
2.07
2.07
2.06
19.996
2.05
2.04
2.04
2.03
2.02
2.02
2.01
20.247
2.00
2.00
1.99
1.98
1.98
1.97
1.96
20.498
1.96
1.95
1.95
1.94
1.94
1.93
1.92
20.748
1.92
1.91
1.91
1.90
1.90
1.89
1.88
20.999
1.88
1.87
1.87
1.86
1.86
1.85
1.85
21.250
1.84
1.84
1.83
1.83
1.82
1.81
1.81
21.500
1.80
1.80
1.79
1.79
1.78
1.77
1.77
21.751
1.76
1.76
1.75
1.75
1.74
1.74
1.73
22.002
1.73
1.72
1.71
1.71
1.70
1.70
1.69
22.252
1.69
1.68
1.67
1.67
1.66
1.66
1.65
22.503
1.65
1.64
1.63
1.63
1.62
1.62
1.61
22.754
1.61
1.60
1.60
1.59
1.58
1.58
1.57
WinTR-20 Version 1.10 Page 15 10/01/2018 17:11
Duke
no project subtitle provided
WinTR-55, Version 1.00.10 Page 16 10/1/2018 5:12:15 PM

WinTR-20 Printed Page
File
Beginning of
Input Data
List
TR20.inp
WinTR-20: Version 1.10
0
0
0.05
(continued)
no project
subtitle provided
STORM
10-Yr
SUB-AREA:
DA-1 Outlet
.0682
45.
.534
DA-2 Outlet
.08236
54.
.567
DA-3 Outlet
.03966
51.
.487
Line
Start Time
------------
Flow
Values @ time
increment
of 0.036
hr------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
23.004
1.57
1.56
1.56
1.55
1.54
1.54
1.53
23.255
1.53
1.52
1.51
1.51
1.50
1.50
1.49
23.506
1.48
1.48
1.47
1.47
1.46
1.46
1.45
23.756
1.44
1.44
1.43
1.43
1.42
1.41
1.41
24.007
1.40
1.39
1.37
1.35
1.31
1.25
1.18
24.258
1.09
0.99
0.89
0.78
0.68
0.59
0.50
24.508
0.43
0.36
0.30
0.26
0.22
0.19
0.16
24.759
0.13
0.11
0.10
0.08
0.07
0.06
Area or
Drainage
Rain Gage
Runoff------------
Peak Flow
------------
Reach
Area
ID or
Amount Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA-3
0.040
1.009
12.45
13.72
345.89
Line
Start Time
------------
Flow
Values @ time
increment
of 0.031
hr------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
11.868
0.08
0.15
0.28
0.50
0.83
1.30
1.95
12.084
2.82
3.90
5.16
6.52
7.93
9.31
10.56
12.299
11.62
12.47
13.09
13.50
13.70
13.72
13.57
12.514
13.29
12.90
12.44
11.93
11.38
10.81
10.23
12.730
9.64
9.07
8.54
8.04
7.59
7.17
6.80
12.945
6.47
6.16
5.90
5.65
5.43
5.22
5.03
13.160
4.85
4.69
4.54
4.41
4.29
4.17
4.07
13.376
3.98
3.90
3.83
3.76
3.70
3.64
3.59
13.591
3.54
3.49
3.45
3.41
3.38
3.34
3.30
13.806
3.27
3.24
3.20
3.17
3.14
3.11
3.08
14.021
3.04
3.01
2.98
2.95
2.92
2.89
2.86
14.237
2.83
2.80
2.78
2.75
2.73
2.71
2.69
14.452
2.67
2.65
2.63
2.61
2.59
2.58
2.56
14.667
2.54
2.53
2.51
2.50
2.48
2.46
2.45
14.883
2.43
2.42
2.40
2.38
2.37
2.35
2.34
15.098
2.32
2.30
2.29
2.27
2.25
2.24
2.22
15.313
2.20
2.19
2.17
2.15
2.13
2.12
2.10
15.529
2.08
2.06
2.05
2.03
2.01
1.99
1.98
15.744
1.96
1.94
1.92
1.90
1.88
1.87
1.85
15.959
1.83
1.81
1.79
1.77
1.75
1.73
1.72
16.175
1.70
1.68
1.66
1.65
1.63
1.62
1.60
16.390
1.59
1.58
1.57
1.56
1.55
1.54
1.53
16.605
1.52
1.51
1.50
1.49
1.48
1.47
1.46
16.820
1.45
1.44
1.44
1.43
1.42
1.41
1.40
17.036
1.39
1.39
1.38
1.37
1.36
1.35
1.34
17.251
1.33
1.33
1.32
1.31
1.30
1.29
1.28
17.466
1.27
1.27
1.26
1.25
1.24
1.23
1.22
17.682
1.21
1.21
1.20
1.19
1.18
1.17
1.16
17.897
1.15
1.14
1.13
1.13
1.12
1.11
1.10
18.112
1.09
1.08
1.07
1.06
1.06
1.05
1.04
18.328
1.04
1.03
1.03
1.02
1.02
1.01
1.01
18.543
1.00
1.00
1.00
0.99
0.99
0.99
0.99
WinTR-20 Version 1.10
Page 16
10/01/2018
17:11
Duke
WinTR-55, Version 1.00.10
Page 17
10/1/2018
5:12:15 PM

WinTR-20 Printed Page
File
Beginning
of Input Data
List
TR20.inp
WinTR-20: Version 1.10
0
0
0.05
(continued)
no project
subtitle provided
STORM 10-Yr
SUB-AREA:
DA-1 Outlet
.0682 45.
.534
DA-2 Outlet
.08236 54.
.567
DA-3 Outlet
.03966 51.
.487
no project subtitle
provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.031
hr------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
18.758
0.98
0.98
0.98
0.97
0.97
0.97
0.97
18.974
0.96
0.96
0.96
0.96
0.95
0.95
0.95
19.189
0.95
0.94
0.94
0.94
0.94
0.93
0.93
19.404
0.93
0.93
0.92
0.92
0.92
0.92
0.91
19.619
0.91
0.91
0.91
0.90
0.90
0.90
0.90
19.835
0.89
0.89
0.89
0.89
0.88
0.88
0.88
20.050
0.87
0.87
0.87
0.87
0.86
0.86
0.86
20.265
0.86
0.85
0.85
0.85
0.85
0.85
0.84
20.481
0.84
0.84
0.84
0.84
0.83
0.83
0.83
20.696
0.83
0.83
0.82
0.82
0.82
0.82
0.81
20.911
0.81
0.81
0.81
0.81
0.81
0.80
0.80
21.127
0.80
0.80
0.80
0.79
0.79
0.79
0.79
21.342
0.79
0.78
0.78
0.78
0.78
0.78
0.77
21.557
0.77
0.77
0.77
0.77
0.76
0.76
0.76
21.772
0.76
0.76
0.75
0.75
0.75
0.75
0.75
21.988
0.74
0.74
0.74
0.74
0.74
0.73
0.73
22.203
0.73
0.73
0.72
0.72
0.72
0.72
0.72
22.418
0.71
0.71
0.71
0.71
0.71
0.70
0.70
22.634
0.70
0.70
0.70
0.69
0.69
0.69
0.69
22.849
0.69
0.68
0.68
0.68
0.68
0.67
0.67
23.064
0.67
0.67
0.67
0.66
0.66
0.66
0.66
23.280
0.65
0.65
0.65
0.65
0.65
0.64
0.64
23.495
0.64
0.64
0.64
0.63
0.63
0.63
0.63
23.710
0.63
0.62
0.62
0.62
0.62
0.61
0.61
23.926
0.61
0.61
0.61
0.60
0.60
0.59
0.57
24.141
0.56
0.53
0.49
0.45
0.41
0.37
0.32
24.356
0.28
0.24
0.20
0.17
0.15
0.12
0.10
24.571
0.09
0.08
0.06
0.05
Area or
Drainage
Rain Gage
Runoff
------------
Peak Flow
------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA-4
0.145
1.888
12.69
81.40
561.59
Line
Start Time
------------
Flow
Values @ time
increment
of 0.060
hr------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
10.761
0.05
0.09
0.14
0.21
0.31
0.42
0.55
11.182
0.71
0.90
1.11
1.35
1.62
1.94
2.30
11.603
2.72
3.23
3.89
4.75
5.91
7.48
9.74
12.025
13.00
17.50
23.35
30.50
38.88
47.99
57.09
12.446
65.31
72.04
77.05
80.14
81.40
80.87
78.84
12.867
75.47
71.15
66.39
61.61
57.06
52.79
48.85
13.289
45.25
42.00
39.10
36.54
34.27
32.24
30.44
13.710
28.83
27.40
26.13
24.99
23.98
23.06
22.22
14.131
21.45
20.74
20.08
19.47
18.90
18.37
17.88
14.553
17.43
17.01
16.61
16.24
15.89
15.56
15.25
14.974
14.95
14.67
14.42
14.17
13.93
13.71
13.48
15.395
13.27
13.05
12.84
12.63
12.42
12.22
12.01
WinTR-20 Version 1.10
Page
17
10/01/2018
17:11
WinTR-55, Version 1.00.10
Page
18
10/1/2018
5:12:15 PM

WinTR-20 Printed Page
File
Beginning of
Input Data
List
TR20.inp
WinTR-20: Version 1.10
0
0
0.05
(continued)
no project
subtitle provided
STORM
10 -Yr
SUB -AREA:
DA -1 Outlet
.0682
45.
.534
DA -2 Outlet
.08236
54.
.567
DA -3 Outlet
.03966
51.
.487
Duke
no project subtitle
provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.060
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
15.817
11.80
11.59
11.38
11.17
10.97
10.76
10.55
16.238
10.34
10.14
9.94
9.75
9.56
9.39
9.22
16.659
9.06
8.91
8.77
8.63
8.51
8.38
8.27
17.081
8.15
8.04
7.93
7.83
7.72
7.62
7.52
17.502
7.42
7.32
7.22
7.12
7.02
6.92
6.83
17.923
6.73
6.63
6.53
6.44
6.34
6.25
6.15
18.345
6.06
5.97
5.89
5.81
5.74
5.67
5.61
18.766
5.55
5.50
5.45
5.41
5.36
5.32
5.28
19.187
5.25
5.21
5.18
5.14
5.11
5.08
5.05
19.609
5.02
4.99
4.95
4.92
4.90
4.87
4.84
20.030
4.81
4.78
4.75
4.72
4.69
4.66
4.64
20.451
4.61
4.58
4.56
4.53
4.50
4.48
4.46
20.873
4.43
4.41
4.38
4.36
4.34
4.32
4.29
21.294
4.27
4.25
4.23
4.21
4.18
4.16
4.14
21.715
4.12
4.10
4.07
4.05
4.03
4.01
3.99
22.137
3.96
3.94
3.92
3.90
3.88
3.85
3.83
22.558
3.81
3.79
3.76
3.74
3.72
3.70
3.68
22.979
3.65
3.63
3.61
3.59
3.56
3.54
3.52
23.401
3.50
3.47
3.45
3.43
3.41
3.38
3.36
23.822
3.34
3.32
3.29
3.27
3.24
3.19
3.13
24.243
3.04
2.91
2.74
2.53
2.31
2.07
1.83
24.665
1.60
1.38
1.18
1.00
0.84
0.71
0.60
25.086
0.51
0.43
0.37
0.31
0.27
0.22
0.19
25.507
0.16
0.14
0.11
0.10
0.08
0.07
0.06
Area or
Drainage
Rain Gage
Runoff ------------
Peak Flow ------------
Reach
Area
ID or
Amount Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -5
0.021
0.640
12.44
3.89
183.79
Line
Start Time
------------
Flow
Values @ time
increment
of 0.025
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.025
0.07
0.15
0.27
0.46
0.71
1.01
1.37
12.197
1.75
2.14
2.51
2.84
3.13
3.38
3.57
12.369
3.72
3.82
3.88
3.89
3.88
3.84
3.79
12.540
3.71
3.61
3.49
3.36
3.22
3.08
2.93
12.712
2.79
2.66
2.53
2.42
2.32
2.23
2.14
12.884
2.07
2.00
1.94
1.88
1.83
1.78
1.74
13.056
1.70
1.65
1.62
1.58
1.55
1.51
1.48
13.228
1.46
1.43
1.41
1.39
1.37
1.35
1.34
13.400
1.32
1.31
1.30
1.29
1.28
1.27
1.26
13.572
1.25
1.25
1.24
1.23
1.22
1.21
1.21
13.744
1.20
1.19
1.18
1.18
1.17
1.16
1.15
13.916
1.15
1.14
1.13
1.12
1.11
1.10
1.10
14.088
1.09
1.08
1.07
1.06
1.06
1.05
1.04
14.260
1.03
1.03
1.02
1.02
1.01
1.01
1.00
14.432
1.00
0.99
0.99
0.98
0.98
0.98
0.97
14.604
0.97
0.96
0.96
0.95
0.95
0.95
0.94
WinTR-55, Version 1.00.10 Page 19 10/1/2018 5:12:15 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
Beginning of Input Data List
0 0 0.05
no project subtitle
provided
(cfs)
(cfs)
(cfs) (c
0.94
STORM
10 -Yr
SUB -AREA:
0.90
0.90
0.88
DA -1
Outlet
.0682
45.
DA -2
Outlet
.08236
54.
DA -3
Outlet
.03966
51.
WinTR-20 Version 1.10
Page 18
0.69
0.69
0.68
Duke
0.65
0.64
no
project subtitle provided
Line
Start Time
(hr)
14.776
14.948
15.120
15.292
15.464
15.636
15.808
15.980
16.152
16.324
16.496
16.668
16.840
17.012
17.184
17.356
17.528
17.700
17.872
18.044
18.216
18.388
18.560
18.732
18.904
19.076
19.248
19.420
19.592
19.764
19.936
20.108
20.280
20.452
20.623
20.795
20.967
21.139
21.311
21.483
21.655
21.827
21.999
22.171
22.343
22.515
22.687
22.859
23.031
------------
Flow Values @ time ii
(cfs)
(cfs)
(cfs) (c
0.94
0.93
0.93
0.91
0.90
0.90
0.88
0.87
0.87
0.84
0.84
0.83
0.81
0.80
0.80
0.77
0.77
0.76
0.73
0.73
0.72
0.69
0.69
0.68
0.65
0.65
0.64
0.62
0.62
0.62
0.60
0.60
0.60
0.58
0.58
0.58
0.57
0.56
0.56
0.55
0.55
0.54
0.53
0.53
0.52
0.51
0.51
0.51
0.49
0.49
0.49
0.47
0.47
0.47
0.46
0.45
0.45
0.44
0.43
0.43
0.42
0.42
0.41
0.41
0.40
0.40
0.40
0.40
0.40
0.39
0.39
0.39
0.39
0.39
0.39
0.38
0.38
0.38
0.38
0.38
0.38
0.37
0.37
0.37
0.37
0.37
0.37
0.36
0.36
0.36
0.36
0.35
0.35
0.35
0.35
0.35
0.34
0.34
0.34
0.34
0.34
0.34
0.34
0.34
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.32
0.32
0.32
0.32
0.32
0.32
0.31
0.31
0.31
0.31
0.31
0.31
0.31
0.31
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.29
0.29
0.29
0.29
0.29
0.29
0.28
0.28
0.28
0.28
0.28
0.28
0.27
0.27
0.27
(continued)
534
567
487
10/01/2018 17:11
icrement
of 0.025
hr------------
;fs)
(cfs)
(cfs)
(cfs)
1.92
0.92
0.92
0.91
1.89
0.89
0.89
0.88
1.86
0.86
0.85
0.85
1.83
0.82
0.82
0.81
1.79
0.79
0.78
0.78
1.75
0.75
0.74
0.74
1.72
0.71
0.71
0.70
1.68
0.67
0.67
0.66
1.64
0.64
0.63
0.63
1.61
0.61
0.61
0.60
1.59
0.59
0.59
0.59
1.58
0.57
0.57
0.57
1.56
0.56
0.55
0.55
1.54
0.54
0.54
0.53
1.52
0.52
0.52
0.51
1.50
0.50
0.50
0.50
1.49
0.48
0.48
0.48
1.47
0.46
0.46
0.46
1.45
0.44
0.44
0.44
1.43
0.42
0.42
0.42
1.41
0.41
0.41
0.41
1.40
0.40
0.40
0.40
1.40
0.40
0.39
0.39
1.39
0.39
0.39
0.39
1.39
0.39
0.38
0.38
1.38
0.38
0.38
0.38
1.38
0.37
0.37
0.37
1.37
0.37
0.37
0.37
1.36
0.36
0.36
0.36
1.36
0.36
0.36
0.36
1.35
0.35
0.35
0.35
1.35
0.35
0.35
0.35
1.34
0.34
0.34
0.34
1.34
0.34
0.34
0.34
1.33
0.33
0.33
0.33
1.33
0.33
0.33
0.33
1.33
0.33
0.32
0.32
1.32
0.32
0.32
0.32
1.32
0.32
0.32
0.32
1.31
0.31
0.31
0.31
1.31
0.31
0.31
0.31
1.30
0.30
0.30
0.30
1.30
0.30
0.30
0.30
1.30
0.29
0.29
0.29
1.29
0.29
0.29
0.29
1.29
0.28
0.28
0.28
1.28
0.28
0.28
0.28
1.28
0.28
0.28
0.27
1.27
0.27
0.27
0.27
WinTR-55, Version 1.00.10 Page 20 10/1/2018 5:12:15 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -1 Outlet
DA -2 Outlet
DA -3 Outlet
23.203 0.27 0.27
23.375 0.26 0.26
WinTR-20 Version 1.10 Page 19
Duke
no project subtitle provided
Beginning of Input Data List
0 0
STORM 10 -Yr
.0682 45.
.08236 54.
.03966 51.
0.27 0.27
0.26 0.26
0.05
(continued)
.534
.567
.487
0.27 0.27 0.26
0.26 0.26 0.26
10/01/2018 17:11
Line
Start Time
------------
Flow
Values @ time
increment
of 0.025
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
23.547
0.26
0.26
0.26
0.26
0.26
0.26
0.26
23.719
0.25
0.25
0.25
0.25
0.25
0.25
0.25
23.891
0.25
0.25
0.25
0.25
0.25
0.25
0.24
24.063
0.24
0.24
0.23
0.22
0.20
0.19
0.17
24.235
0.15
0.13
0.11
0.10
0.08
0.07
0.06
24.407
0.05
Area or
Drainage
Rain Gage
Runoff
------------
Peak Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -6
0.057
1.009
12.41
20.17
354.36
Line
Start Time
------------
Flow
Values @ time
increment
of 0.029
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
11.859
0.11
0.20
0.37
0.64
1.05
1.65
2.48
12.062
3.59
5.00
6.69
8.58
10.58
12.61
14.54
12.264
16.24
17.64
18.74
19.51
19.98
20.17
20.12
12.467
19.86
19.43
18.86
18.21
17.50
16.73
15.92
12.669
15.08
14.25
13.42
12.64
11.91
11.23
10.61
12.872
10.05
9.56
9.11
8.71
8.35
8.02
7.72
13.074
7.44
7.19
6.95
6.73
6.52
6.33
6.16
13.277
6.01
5.87
5.74
5.62
5.51
5.42
5.33
13.479
5.25
5.18
5.12
5.05
5.00
4.94
4.89
13.682
4.84
4.80
4.75
4.71
4.66
4.62
4.58
13.884
4.53
4.49
4.45
4.41
4.36
4.32
4.28
14.087
4.24
4.20
4.15
4.11
4.07
4.04
4.00
14.289
3.97
3.93
3.90
3.87
3.85
3.82
3.79
14.492
3.77
3.75
3.72
3.70
3.68
3.66
3.63
14.694
3.61
3.59
3.57
3.55
3.53
3.51
3.48
14.897
3.46
3.44
3.42
3.40
3.38
3.35
3.33
15.099
3.31
3.29
3.27
3.24
3.22
3.20
3.18
15.302
3.15
3.13
3.11
3.08
3.06
3.04
3.01
15.504
2.99
2.97
2.94
2.92
2.89
2.87
2.85
15.706
2.82
2.80
2.77
2.75
2.72
2.70
2.67
15.909
2.65
2.62
2.60
2.57
2.55
2.52
2.49
16.111
2.47
2.44
2.42
2.40
2.38
2.35
2.33
16.314
2.31
2.30
2.28
2.26
2.25
2.23
2.22
16.516
2.20
2.19
2.18
2.16
2.15
2.14
2.13
16.719
2.12
2.10
2.09
2.08
2.07
2.06
2.05
16.921
2.04
2.02
2.01
2.00
1.99
1.98
1.97
17.124
1.96
1.95
1.93
1.92
1.91
1.90
1.89
17.326
1.88
1.86
1.85
1.84
1.83
1.82
1.81
17.529
1.80
1.78
1.77
1.76
1.75
1.74
1.72
17.731
1.71
1.70
1.69
1.68
1.67
1.65
1.64
WinTR-55, Version 1.00.10 Page 21 10/1/2018 5:12:15 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -1 Outlet
DA -2 Outlet
DA -3 Outlet
17.934 1.63 1.62
18.136 1.54 1.53
18.339 1.48 1.47
18.541 1.44 1.43
WinTR-20 Version 1.10 Page 20
Duke
no project subtitle provided
Beginning of Input Data List
0 0
STORM 10 -Yr
.0682 45.
.08236 54.
.03966 51.
1.60 1.59
1.52 1.51
1.46 1.46
1.43 1.42
0.05
(continued)
Line
.534
.567
.487
Start Time
1.58
1.57
1.56
1.50
1.49
1.49
1.45
1.45
1.44
1.42
1.42
1.41
(cfs)
10/01/2018
17:11
Line
Start Time
------------
Flow
Values @ time
increment
of 0.029
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
18.744
1.41
1.41
1.40
1.40
1.39
1.39
1.39
18.946
1.38
1.38
1.38
1.37
1.37
1.37
1.36
19.149
1.36
1.36
1.35
1.35
1.35
1.34
1.34
19.351
1.34
1.33
1.33
1.33
1.32
1.32
1.32
19.554
1.31
1.31
1.31
1.30
1.30
1.30
1.29
19.756
1.29
1.28
1.28
1.28
1.27
1.27
1.27
19.959
1.26
1.26
1.26
1.25
1.25
1.25
1.24
20.161
1.24
1.24
1.23
1.23
1.23
1.22
1.22
20.364
1.22
1.21
1.21
1.21
1.21
1.20
1.20
20.566
1.20
1.19
1.19
1.19
1.19
1.18
1.18
20.769
1.18
1.18
1.17
1.17
1.17
1.16
1.16
20.971
1.16
1.16
1.15
1.15
1.15
1.15
1.14
21.174
1.14
1.14
1.14
1.13
1.13
1.13
1.13
21.376
1.12
1.12
1.12
1.11
1.11
1.11
1.11
21.579
1.10
1.10
1.10
1.09
1.09
1.09
1.09
21.781
1.08
1.08
1.08
1.08
1.07
1.07
1.07
21.983
1.07
1.06
1.06
1.06
1.05
1.05
1.05
22.186
1.05
1.04
1.04
1.04
1.03
1.03
1.03
22.388
1.03
1.02
1.02
1.02
1.01
1.01
1.01
22.591
1.01
1.00
1.00
1.00
0.99
0.99
0.99
22.793
0.99
0.98
0.98
0.98
0.98
0.97
0.97
22.996
0.97
0.96
0.96
0.96
0.95
0.95
0.95
23.198
0.95
0.94
0.94
0.94
0.93
0.93
0.93
23.401
0.93
0.92
0.92
0.92
0.91
0.91
0.91
23.603
0.91
0.90
0.90
0.90
0.89
0.89
0.89
23.806
0.89
0.88
0.88
0.88
0.87
0.87
0.87
24.008
0.86
0.86
0.85
0.83
0.80
0.77
0.72
24.211
0.67
0.61
0.54
0.48
0.42
0.36
0.31
24.413
0.26
0.22
0.19
0.16
0.13
0.11
0.10
24.616
0.08
0.07
0.06
Area or
Drainage
Rain Gage
Runoff ------------
Peak Flow
------------
Reach
Area
ID or
Amount Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -7
0.060
0.246
13.27
1.42
23.63
Line
Start Time
------------
Flow
Values @ time
increment
of 0.048
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.354
0.05
0.10
0.17
0.27
0.39
0.52
0.66
12.690
0.80
0.93
1.04
1.14
1.22
1.29
1.34
13.026
1.37
1.39
1.41
1.41
1.42
1.42
1.42
13.362
1.42
1.41
1.41
1.41
1.40
1.40
1.40
WinTR-55, Version 1.00.10
Page 22
10/1/2018
5:12:15 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -1 Outlet
DA -2 Outlet
DA -3 Outlet
13.698 1.39 1.39
14.034 1.37 1.37
14.370 1.32 1.32
14.706 1.28 1.27
15.042 1.24 1.23
15.378 1.19 1.18
WinTR-20 Version 1.10
Beginning of Input Data List
0 0 0.05
STORM 10 -Yr
.0682 45.
.08236 54.
.03966 51.
1.39 1.39
1.36 1.35
1.31 1.30
1.27 1.26
1.22 1.22
1.17 1.16
Page 21
Duke
no project subtitle provided
(continued)
Line
.534
.567
.487
Start Time
1.39
1.38
1.38
1.35
1.34
1.33
1.29
1.29
1.28
1.25
1.25
1.24
1.21
1.20
1.20
1.15
1.14
1.13
1.10
10/01/2018
17:11
Line
Start Time
------------
Flow
Values @ time
increment
of 0.048
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
15.714
1.12
1.11
1.10
1.09
1.08
1.07
1.06
16.050
1.05
1.03
1.02
1.01
1.00
0.98
0.97
16.386
0.96
0.95
0.94
0.93
0.92
0.91
0.90
16.722
0.89
0.89
0.88
0.87
0.87
0.86
0.85
17.058
0.85
0.84
0.83
0.83
0.82
0.81
0.81
17.394
0.80
0.79
0.79
0.78
0.78
0.77
0.76
17.730
0.75
0.75
0.74
0.73
0.73
0.72
0.71
18.066
0.71
0.70
0.69
0.68
0.68
0.67
0.66
18.402
0.66
0.65
0.65
0.64
0.64
0.63
0.63
18.738
0.63
0.62
0.62
0.62
0.62
0.61
0.61
19.074
0.61
0.61
0.60
0.60
0.60
0.60
0.60
19.410
0.59
0.59
0.59
0.59
0.59
0.58
0.58
19.746
0.58
0.58
0.58
0.57
0.57
0.57
0.57
20.082
0.57
0.56
0.56
0.56
0.56
0.56
0.55
20.418
0.55
0.55
0.55
0.55
0.55
0.54
0.54
20.754
0.54
0.54
0.54
0.54
0.53
0.53
0.53
21.090
0.53
0.53
0.53
0.52
0.52
0.52
0.52
21.426
0.52
0.52
0.51
0.51
0.51
0.51
0.51
21.762
0.51
0.50
0.50
0.50
0.50
0.50
0.50
22.098
0.49
0.49
0.49
0.49
0.49
0.49
0.48
22.434
0.48
0.48
0.48
0.48
0.47
0.47
0.47
22.770
0.47
0.47
0.47
0.46
0.46
0.46
0.46
23.106
0.46
0.45
0.45
0.45
0.45
0.45
0.44
23.442
0.44
0.44
0.44
0.44
0.43
0.43
0.43
23.778
0.43
0.43
0.42
0.42
0.42
0.42
0.41
24.114
0.41
0.40
0.39
0.37
0.35
0.32
0.29
24.450
0.26
0.23
0.20
0.17
0.15
0.12
0.10
24.786
0.09
0.07
0.06
0.05
Area or
Drainage
Rain Gage
Runoff
------------
Peak Flow
------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -8
0.077
1.808
12.58
46.69
609.88
Line
Start Time
------------
Flow
Values @ time
increment
of 0.047
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
10.929
0.06
0.09
0.13
0.18
0.24
0.30
0.38
11.260
0.47
0.57
0.68
0.80
0.94
1.10
1.28
11.590
1.48
1.72
2.01
2.38
2.86
3.48
4.29
11.921
5.35
6.79
8.73
11.27
14.50
18.41
22.90
WinTR-55, Version 1.00.10
Page 23
10/1/2018
5:12:15 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -1 Outlet
DA -2 Outlet
DA -3 Outlet
12.252 27.72 32.56
12.583 46.69 45.93
12.913 32.41 30.09
13.244 19.65 18.47
13.575 13.61 13.08
13.905 10.85 10.58
14.236 9.22 9.02
14.567 8.10 7.98
WinTR-20 Version 1.10 Page 22
Duke
no project subtitle provided
Beginning of Input Data List
0 0
STORM 10 -Yr
.0682 45.
.08236 54.
.03966 51.
37.02 40.76
44.46 42.41
27.91 25.91
17.42 16.47
12.61 12.19
10.33 10.09
8.84 8.67
7.87 7.76
0.05
(continued)
Line
.534
.567
.487
Start Time
43.64
45.57
46.57
39.99
37.40
34.86
24.08
22.43
20.96
15.63
14.87
14.21
11.81
11.46
11.15
9.86
9.64
9.42
8.51
8.36
8.23
7.66
7.57
7.48
6.80
10/01/2018
17:11
Line
Start Time
------------
Flow
Values @ time
increment
of 0.047
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
14.897
7.39
7.30
7.22
7.13
7.05
6.96
6.88
15.228
6.80
6.72
6.64
6.55
6.47
6.39
6.31
15.559
6.23
6.15
6.06
5.98
5.90
5.82
5.73
15.889
5.65
5.57
5.48
5.40
5.31
5.23
5.15
16.220
5.06
4.98
4.90
4.83
4.76
4.69
4.62
16.551
4.56
4.50
4.45
4.40
4.35
4.30
4.25
16.882
4.21
4.16
4.12
4.08
4.04
4.00
3.95
17.212
3.91
3.88
3.84
3.80
3.76
3.72
3.68
17.543
3.64
3.60
3.56
3.53
3.49
3.45
3.41
17.874
3.37
3.33
3.29
3.25
3.21
3.18
3.14
18.204
3.10
3.06
3.03
2.99
2.96
2.93
2.90
18.535
2.88
2.85
2.83
2.81
2.79
2.77
2.76
18.866
2.74
2.73
2.71
2.70
2.68
2.67
2.66
19.196
2.64
2.63
2.62
2.61
2.60
2.58
2.57
19.527
2.56
2.55
2.54
2.53
2.51
2.50
2.49
19.858
2.48
2.47
2.46
2.44
2.43
2.42
2.41
20.188
2.40
2.39
2.38
2.36
2.35
2.34
2.33
20.519
2.32
2.31
2.30
2.29
2.28
2.27
2.26
20.850
2.26
2.25
2.24
2.23
2.22
2.21
2.20
21.181
2.19
2.18
2.18
2.17
2.16
2.15
2.14
21.511
2.13
2.12
2.11
2.10
2.10
2.09
2.08
21.842
2.07
2.06
2.05
2.04
2.03
2.03
2.02
22.173
2.01
2.00
1.99
1.98
1.97
1.96
1.95
22.503
1.94
1.94
1.93
1.92
1.91
1.90
1.89
22.834
1.88
1.87
1.86
1.86
1.85
1.84
1.83
23.165
1.82
1.81
1.80
1.79
1.78
1.77
1.76
23.495
1.75
1.75
1.74
1.73
1.72
1.71
1.70
23.826
1.69
1.68
1.67
1.66
1.65
1.64
1.61
24.157
1.58
1.53
1.46
1.37
1.26
1.14
1.02
24.488
0.90
0.79
0.68
0.58
0.49
0.41
0.35
24.818
0.30
0.25
0.21
0.18
0.15
0.13
0.11
25.149
0.09
0.08
0.07
0.06
Area or
Drainage
Rain Gage
Runoff ------------
Peak Flow
------------
Reach
Area
ID or
Amount Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -9
0.044
1.212
12.61
15.81
361.60
Line
Start Time
------------
Flow
Values @ time
increment
of 0.048
hr------------
WinTR-55, Version 1.00.10
Page 24
10/1/2018
5:12:15 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
(continued)
WinTR-55, Version 1.00.10 Page 25 10/1/2018 5:12:15 PM
STORM 10 -Yr
SUB -AREA:
DA -1 Outlet
.0682
45.
.534
DA -2 Outlet
.08236
54.
.567
DA -3 Outlet
.03966
51.
.487
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
11.787
0.07
0.14
0.26
0.46
0.80
1.32
2.09
12.125
3.13
4.46
6.04
7.80
9.61
11.33
12.83
12.464
14.06
14.97
15.56
15.81
15.75
15.40
14.83
12.803
14.10
13.31
12.51
11.72
10.96
10.25
9.58
13.141
8.97
8.42
7.93
7.49
7.09
6.73
6.41
13.480
6.12
5.86
5.64
5.43
5.25
5.09
4.94
13.819
4.81
4.68
4.57
4.46
4.36
4.27
4.18
14.157
4.09
4.01
3.93
3.85
3.78
3.71
3.64
WinTR-20 Version 1.10
Page 23
10/01/2018
17:11
Duke
no project subtitle
provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.048
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
14.496
3.58
3.53
3.48
3.43
3.38
3.34
3.30
14.835
3.26
3.22
3.19
3.15
3.12
3.08
3.05
15.173
3.01
2.98
2.94
2.91
2.87
2.84
2.81
15.512
2.77
2.74
2.70
2.67
2.63
2.59
2.56
15.851
2.52
2.49
2.45
2.41
2.38
2.34
2.30
16.189
2.27
2.23
2.20
2.16
2.13
2.10
2.07
16.528
2.04
2.01
1.99
1.97
1.94
1.92
1.90
16.867
1.88
1.86
1.84
1.82
1.80
1.79
1.77
17.205
1.75
1.73
1.72
1.70
1.68
1.66
1.65
17.544
1.63
1.61
1.60
1.58
1.56
1.54
1.53
17.883
1.51
1.49
1.47
1.46
1.44
1.42
1.40
18.221
1.39
1.37
1.36
1.34
1.33
1.31
1.30
18.560
1.29
1.28
1.27
1.26
1.25
1.24
1.24
18.899
1.23
1.22
1.22
1.21
1.21
1.20
1.19
19.237
1.19
1.18
1.18
1.17
1.17
1.16
1.16
19.576
1.15
1.15
1.14
1.14
1.13
1.12
1.12
19.914
1.11
1.11
1.10
1.10
1.09
1.09
1.08
20.253
1.08
1.07
1.07
1.06
1.06
1.06
1.05
20.592
1.05
1.04
1.04
1.03
1.03
1.02
1.02
20.930
1.02
1.01
1.01
1.00
1.00
1.00
0.99
21.269
0.99
0.98
0.98
0.98
0.97
0.97
0.97
21.608
0.96
0.96
0.95
0.95
0.95
0.94
0.94
21.946
0.93
0.93
0.93
0.92
0.92
0.91
0.91
22.285
0.91
0.90
0.90
0.89
0.89
0.89
0.88
22.624
0.88
0.87
0.87
0.86
0.86
0.86
0.85
22.962
0.85
0.84
0.84
0.84
0.83
0.83
0.82
23.301
0.82
0.82
0.81
0.81
0.80
0.80
0.79
23.640
0.79
0.79
0.78
0.78
0.77
0.77
0.77
23.978
0.76
0.76
0.75
0.74
0.72
0.69
0.66
24.317
0.62
0.57
0.51
0.46
0.40
0.35
0.30
24.656
0.25
0.21
0.18
0.15
0.13
0.11
0.09
24.994
0.08
0.07
0.06
Area or
Drainage
Rain Gage
Runoff ------------
Peak Flow ------------
Reach
Area
ID or
Amount Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -10
0.036
1.426
12.47
18.40
511.78
WinTR-55, Version 1.00.10 Page 25 10/1/2018 5:12:15 PM

WinTR-20 Printed Page
File
Beginning of
Input Data
List
TR20.inp
WinTR-20: Version
1.10
0
0
0.05
(continued)
no project subtitle provided
STORM
10 -Yr
SUB -AREA:
DA -1
Outlet
.0682
45.
.534
DA -2
Outlet
.08236
54.
.567
DA -3
Outlet
.03966
51.
.487
Line
Start Time ------------
Flow
Values @ time
increment
of 0.037
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
11.577
0.07
0.11
0.16
0.23
0.32
0.44
0.61
11.837
0.82
1.09
1.43
1.89
2.50
3.30
4.33
12.098
5.63
7.18
8.91
10.75
12.59
14.30
15.75
12.359
16.89
17.70
18.20
18.40
18.28
17.92
17.36
12.620
16.62
15.78
14.91
14.03
13.15
12.30
11.48
12.881
10.72
10.01
9.37
8.80
8.28
7.81
7.39
13.142
7.02
6.68
6.37
6.09
5.83
5.60
5.40
13.402
5.21
5.05
4.90
4.77
4.65
4.54
4.44
WinTR-20 Version 1.10
Page 24
10/01/2018
17:11
Duke
no project subtitle
provided
Line
Start Time ------------
Flow
Values @ time
increment
of 0.037
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
13.663
4.35
4.27
4.19
4.11
4.04
3.98
3.91
13.924
3.85
3.79
3.74
3.68
3.63
3.58
3.53
14.185
3.48
3.43
3.39
3.34
3.30
3.26
3.23
14.446
3.19
3.16
3.13
3.10
3.07
3.04
3.01
14.707
2.99
2.96
2.93
2.91
2.88
2.86
2.84
14.967
2.81
2.79
2.76
2.74
2.71
2.69
2.66
15.228
2.64
2.62
2.59
2.57
2.54
2.52
2.49
15.489
2.47
2.44
2.42
2.39
2.36
2.34
2.31
15.750
2.29
2.26
2.24
2.21
2.18
2.16
2.13
16.011
2.10
2.08
2.05
2.02
2.00
1.97
1.95
16.272
1.92
1.90
1.88
1.86
1.84
1.82
1.80
16.533
1.79
1.77
1.75
1.74
1.73
1.71
1.70
16.793
1.68
1.67
1.66
1.65
1.63
1.62
1.61
17.054
1.60
1.58
1.57
1.56
1.55
1.54
1.52
17.315
1.51
1.50
1.49
1.48
1.46
1.45
1.44
17.576
1.43
1.42
1.40
1.39
1.38
1.37
1.35
17.837
1.34
1.33
1.32
1.31
1.29
1.28
1.27
18.098
1.26
1.24
1.23
1.22
1.21
1.20
1.19
18.358
1.18
1.17
1.16
1.15
1.15
1.14
1.14
18.619
1.13
1.13
1.12
1.12
1.11
1.11
1.10
18.880
1.10
1.09
1.09
1.09
1.08
1.08
1.08
19.141
1.07
1.07
1.06
1.06
1.06
1.05
1.05
19.402
1.05
1.04
1.04
1.04
1.03
1.03
1.02
19.663
1.02
1.02
1.01
1.01
1.01
1.00
1.00
19.923
1.00
0.99
0.99
0.98
0.98
0.98
0.97
20.184
0.97
0.97
0.96
0.96
0.96
0.95
0.95
20.445
0.95
0.94
0.94
0.94
0.93
0.93
0.93
20.706
0.93
0.92
0.92
0.92
0.91
0.91
0.91
20.967
0.91
0.90
0.90
0.90
0.89
0.89
0.89
21.228
0.89
0.88
0.88
0.88
0.88
0.87
0.87
21.489
0.87
0.86
0.86
0.86
0.86
0.85
0.85
21.749
0.85
0.84
0.84
0.84
0.84
0.83
0.83
22.010
0.83
0.83
0.82
0.82
0.82
0.81
0.81
22.271
0.81
0.81
0.80
0.80
0.80
0.79
0.79
22.532
0.79
0.78
0.78
0.78
0.78
0.77
0.77
22.793
0.77
0.77
0.76
0.76
0.76
0.75
0.75
23.054
0.75
0.75
0.74
0.74
0.74
0.73
0.73
WinTR-55, Version 1.00.10 Page 26 10/1/2018 5:12:15 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -1 Outlet
DA -2 Outlet
DA -3 Outlet
23.314 0.73 0.72
23.575 0.71 0.70
23.836 0.69 0.68
24.097 0.65 0.64
24.358 0.40 0.36
24.619 0.14 0.12
Beginning of Input Data List
0 0
STORM 10 -Yr
.0682 45.
.08236 54.
.03966 51.
0.72 0.72
0.70 0.70
0.68 0.68
0.62 0.59
0.31 0.27
0.10 0.08
0.05
(continued)
.534
Drainage
Rain Gage
.567
------------
Peak
.487
Reach
0.72
0.71
0.71
0.70
0.69
0.69
0.67
0.67
0.66
0.55
0.50
0.45
0.23
0.19
0.16
0.07
0.06
0.05
Area or
Drainage
Rain Gage
Runoff
------------
Peak
Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
OUTLET
0.630
1.248
12.57
235.46
374.01
WinTR-20 Version 1.10
Page
25
10/01/2018
17:11
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no project subtitle
provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.025 hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
10.772
0.06
0.07
0.09
0.11
0.13
0.17
0.24
10.944
0.29
0.34
0.40
0.46
0.53
0.61
0.69
11.116
0.77
0.87
0.97
1.08
1.19
1.31
1.44
11.287
1.58
1.72
1.88
2.04
2.22
2.40
2.59
11.459
2.79
3.01
3.23
3.48
3.77
4.09
4.42
11.631
4.78
5.17
5.62
6.16
6.78
7.52
8.34
11.803
9.36
10.49
12.00
13.70
15.73
18.25
21.31
11.975
25.09
29.78
35.29
42.26
50.27
59.70
70.40
12.147
82.10
95.06
108.63
122.68
136.93
150.81
164.33
12.319
176.87
188.41
198.76
208.09
215.74
222.32
227.38
12.491
231.23
233.90
235.22
235.46
234.72
232.97
230.49
12.663
227.12
223.17
218.69
213.74
208.51
202.93
197.22
12.835
191.42
185.59
179.80
174.03
168.39
162.85
157.51
13.007
152.31
147.33
142.54
137.97
133.54
129.34
125.30
13.179
121.49
117.84
114.35
111.05
107.91
104.96
102.14
13.351
99.47
96.97
94.58
92.36
90.25
88.23
86.39
13.523
84.59
82.93
81.33
79.82
78.39
77.03
75.73
13.695
74.50
73.31
72.19
71.11
70.09
69.10
68.14
13.867
67.24
66.36
65.52
64.70
63.91
63.15
62.40
14.039
61.67
60.97
60.27
59.60
58.94
58.30
57.67
14.211
57.06
56.46
55.89
55.32
54.78
54.25
53.75
14.383
53.26
52.78
52.32
51.88
51.45
51.04
50.64
14.555
50.25
49.88
49.51
49.15
48.80
48.46
48.13
14.727
47.80
47.48
47.17
46.86
46.55
46.25
45.95
14.899
45.66
45.37
45.09
44.80
44.53
44.25
43.98
15.071
43.71
43.44
43.18
42.91
42.65
42.39
42.13
15.243
41.87
41.62
41.36
41.10
40.85
40.59
40.34
15.415
40.08
39.83
39.57
39.31
39.06
38.80
38.55
15.587
38.29
38.03
37.77
37.51
37.25
36.99
36.73
15.759
36.47
36.21
35.95
35.69
35.42
35.16
34.89
15.931
34.63
34.36
34.10
33.83
33.56
33.29
33.03
16.103
32.76
32.49
32.23
31.97
31.71
31.46
31.20
16.275
30.96
30.72
30.48
30.25
30.03
29.81
29.60
16.447
29.39
29.19
28.99
28.80
28.62
28.44
28.26
16.619
28.09
27.92
27.76
27.59
27.44
27.28
27.13
WinTR-55, Version 1.00.10 Page 27 10/1/2018 5:12:15 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
(continued)
WinTR-55, Version 1.00.10 Page 28 10/1/2018 5:12:15 PM
STORM 10 -Yr
SUB -AREA:
DA -1
Outlet
.0682 45.
.534
DA -2
Outlet
.08236 54.
.567
DA -3
Outlet
.03966 51.
.487
16.791
26.98
26.83
26.69
26.55
26.40
26.27
26.13
16.963
25.99
25.86
25.72
25.59
25.46
25.32
25.19
17.135
25.06
24.93
24.81
24.68
24.55
24.42
24.30
17.307
24.17
24.04
23.92
23.79
23.66
23.54
23.41
17.479
23.29
23.16
23.04
22.91
22.79
22.66
22.54
17.651
22.41
22.29
22.16
22.03
21.91
21.78
21.66
17.823
21.53
21.41
21.28
21.15
21.03
20.90
20.78
17.995
20.65
20.52
20.40
20.27
20.14
20.02
19.89
18.167
19.77
19.65
19.53
19.41
19.30
19.19
19.08
18.339
18.98
18.88
18.78
18.69
18.60
18.51
18.43
18.511
18.35
18.28
18.20
18.13
18.06
18.00
17.93
18.683
17.87
17.81
17.75
17.70
17.64
17.59
17.54
18.855
17.49
17.44
17.39
17.34
17.30
17.25
17.21
19.027
17.16
17.12
17.07
17.03
16.99
16.95
16.91
19.199
16.87
16.83
16.79
16.75
16.71
16.67
16.63
19.371
16.59
16.55
16.51
16.47
16.43
16.40
16.36
WinTR-20 Version 1.10
Page
26
10/01/2018
17:11
Duke
no project subtitle
provided
Line
Start Time ------------
Flow
Values @
time increment
of 0.025
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
19.542
16.32
16.28
16.24
16.21
16.17
16.13
16.09
19.714
16.06
16.02
15.98
15.94
15.91
15.87
15.83
19.886
15.80
15.76
15.72
15.68
15.65
15.61
15.57
20.058
15.53
15.50
15.46
15.42
15.38
15.35
15.31
20.230
15.28
15.24
15.20
15.17
15.14
15.10
15.07
20.402
15.03
15.00
14.97
14.94
14.90
14.87
14.84
20.574
14.81
14.78
14.74
14.71
14.68
14.65
14.62
20.746
14.59
14.56
14.53
14.50
14.47
14.44
14.41
20.918
14.38
14.35
14.32
14.29
14.26
14.24
14.21
21.090
14.18
14.15
14.12
14.10
14.07
14.04
14.01
21.262
13.98
13.95
13.93
13.90
13.87
13.84
13.81
21.434
13.78
13.76
13.73
13.70
13.67
13.64
13.61
21.606
13.58
13.55
13.52
13.49
13.46
13.43
13.41
21.778
13.38
13.35
13.32
13.29
13.26
13.24
13.21
21.950
13.18
13.15
13.12
13.09
13.07
13.04
13.01
22.122
12.98
12.95
12.92
12.89
12.86
12.83
12.81
22.294
12.78
12.75
12.72
12.69
12.66
12.63
12.60
22.466
12.57
12.54
12.51
12.48
12.45
12.42
12.39
22.638
12.36
12.33
12.30
12.27
12.25
12.22
12.19
22.810
12.16
12.13
12.10
12.07
12.04
12.01
11.98
22.982
11.95
11.92
11.89
11.86
11.83
11.80
11.77
23.154
11.74
11.71
11.68
11.65
11.62
11.59
11.56
23.326
11.53
11.50
11.47
11.44
11.41
11.38
11.35
23.498
11.32
11.29
11.26
11.23
11.20
11.17
11.14
23.670
11.11
11.08
11.05
11.02
10.99
10.96
10.93
23.842
10.90
10.87
10.84
10.81
10.78
10.75
10.71
24.014
10.68
10.62
10.55
10.46
10.34
10.18
9.98
24.186
9.74
9.46
9.15
8.80
8.42
8.03
7.62
24.358
7.21
6.80
6.40
6.00
5.58
5.21
4.87
24.530
4.53
4.22
3.93
3.65
3.39
3.14
2.91
24.702
2.68
2.40
2.23
2.06
1.91
1.75
1.59
24.874
1.47
1.32
1.23
1.13
1.02
0.89
0.83
25.046
0.77
0.72
0.67
0.62
0.53
0.50
0.46
WinTR-55, Version 1.00.10 Page 28 10/1/2018 5:12:15 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -1 Outlet
DA -2 Outlet
DA -3 Outlet
25.218 0.43 0.40
25.390 0.22 0.21
25.562 0.14 0.13
25.734 0.09 0.08
25.906 0.05
Beginning of Input Data List
0 0 0.05
(continued)
STORM 100 -Yr
Area or
STORM 10 -Yr
Rain Gage
Runoff
------------
Peak
.0682 45.
.534
Reach
Area
ID or
.08236 54.
.567
Time
Rate
Rate
.03966 51.
.487
Location
(in)
0.38
0.35
0.33
0.26
0.24
0.20
0.18
0.17
0.16
0.15
0.12
0.11
0.11
0.10
0.09
0.07
0.07
0.06
0.06
0.06
STORM 100 -Yr
Area or
Drainage
Rain Gage
Runoff
------------
Peak
Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -1
0.068
2.214
12.44
56.24
824.65
WinTR-20 Version 1.10
Page 27
10/01/2018
17:11
Duke
no project subtitle provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.034 hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
11.498
0.05
0.09
0.14
0.23
0.34
0.50
0.71
11.734
0.99
1.37
1.86
2.49
3.29
4.28
5.55
11.970
7.23
9.40
12.15
15.63
19.92
24.85
30.19
12.206
35.67
40.99
45.79
49.74
52.75
54.82
55.97
12.442
56.24
55.68
54.51
52.80
50.66
48.26
45.77
12.678
43.22
40.64
38.10
35.64
33.31
31.15
29.17
12.914
27.37
25.76
24.32
23.02
21.86
20.81
19.86
13.150
18.99
18.19
17.46
16.80
16.20
15.66
15.18
13.386
14.74
14.35
14.00
13.69
13.40
13.13
12.89
13.622
12.66
12.45
12.25
12.07
11.89
11.73
11.58
13.858
11.43
11.28
11.14
11.00
10.86
10.73
10.60
14.095
10.47
10.34
10.21
10.09
9.97
9.86
9.75
14.331
9.64
9.54
9.45
9.36
9.27
9.19
9.12
14.567
9.04
8.97
8.90
8.83
8.76
8.70
8.63
14.803
8.56
8.50
8.43
8.37
8.30
8.24
8.18
15.039
8.11
8.05
7.98
7.92
7.85
7.79
7.72
15.275
7.65
7.59
7.52
7.46
7.39
7.32
7.25
15.511
7.19
7.12
7.05
6.98
6.91
6.84
6.78
15.747
6.71
6.64
6.57
6.50
6.43
6.35
6.28
15.983
6.21
6.14
6.07
6.00
5.93
5.86
5.79
16.219
5.72
5.66
5.60
5.54
5.48
5.43
5.38
16.455
5.34
5.29
5.25
5.21
5.17
5.13
5.09
16.691
5.06
5.02
4.99
4.95
4.92
4.89
4.85
16.928
4.82
4.79
4.76
4.72
4.69
4.66
4.63
17.164
4.59
4.56
4.53
4.50
4.47
4.43
4.40
17.400
4.37
4.34
4.30
4.27
4.24
4.21
4.17
17.636
4.14
4.11
4.08
4.04
4.01
3.98
3.94
17.872
3.91
3.88
3.85
3.81
3.78
3.75
3.71
18.108
3.68
3.65
3.61
3.58
3.55
3.53
3.50
18.344
3.48
3.45
3.43
3.42
3.40
3.38
3.37
18.580
3.35
3.34
3.33
3.31
3.30
3.29
3.28
WinTR-55, Version 1.00.10 Page 29 10/1/2018 5:12:15 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -1
Outlet
3.15
DA -2
Outlet
.03966 51.
DA -3
Outlet
3.18
18.816
3.27
3.26
19.052
3.20
3.19
19.288
3.13
3.12
19.524
3.06
3.05
19.761
2.99
2.98
19.997
2.93
2.92
20.233
2.86
2.85
20.469
2.80
2.79
20.705
2.74
2.74
20.941
2.69
2.68
21.177
2.64
2.63
21.413
2.59
2.58
21.649
2.53
2.53
21.885
2.48
2.47
22.121
2.43
2.42
22.357
2.37
2.37
22.594
2.32
2.31
22.830
2.27
2.26
23.066
2.21
2.20
23.302
2.16
2.15
WinTR-20 Version 1.10
Beginning of Input Data List
0 0 0.05
STORM 100 -Yr
Page 28
Duke
no project subtitle provided
(continued)
.534
.567
.487
3.23
3.16
3.09
3.02
2.96
2.89
2.82
2.77
2.71
2.66
2.61
2.56
2.50
2.45
2.40
2.34
2.29
2.24
2.18
2.12
3.22
.0682 45.
3.15
.08236 54.
3.08
.03966 51.
3.25
3.24
3.18
3.17
3.11
3.10
3.04
3.03
2.97
2.97
2.91
2.90
2.84
2.83
2.78
2.77
2.73
2.72
2.67
2.67
2.62
2.62
2.57
2.56
2.52
2.51
2.47
2.46
2.41
2.41
2.36
2.35
2.30
2.30
2.25
2.24
2.20
2.19
2.14
2.13
Page 28
Duke
no project subtitle provided
(continued)
.534
.567
.487
3.23
3.16
3.09
3.02
2.96
2.89
2.82
2.77
2.71
2.66
2.61
2.56
2.50
2.45
2.40
2.34
2.29
2.24
2.18
2.12
3.22
3.21
3.15
3.14
3.08
3.07
3.01
3.00
2.95
2.94
2.88
2.87
2.81
2.81
2.76
2.75
2.70
2.70
2.65
2.65
2.60
2.59
2.55
2.54
2.49
2.49
2.44
2.44
2.39
2.38
2.33
2.33
2.28
2.27
2.23
2.22
2.17
2.16
2.12
2.11
10/01/2018 17:11
Line
Start Time
------------
Flow
Values @ time
increment
of 0.034
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
23.538
2.10
2.09
2.09
2.08
2.07
2.06
2.05
23.774
2.05
2.04
2.03
2.02
2.01
2.01
2.00
24.010
1.99
1.97
1.95
1.91
1.85
1.77
1.66
24.246
1.53
1.39
1.25
1.10
0.96
0.83
0.70
24.482
0.59
0.50
0.42
0.36
0.31
0.26
0.22
24.718
0.19
0.16
0.13
0.11
0.10
0.08
0.07
24.954
0.06
Area or
Drainage
Rain Gage
Runoff
------------
Peak Flow
------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -2
0.082
3.274
12.42
106.45
1292.46
Line
Start Time
------------
Flow
Values @ time
increment
of 0.036
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
10.348
0.06
0.09
0.13
0.17
0.23
0.29
0.36
10.598
0.44
0.53
0.62
0.72
0.83
0.94
1.05
10.849
1.18
1.30
1.44
1.57
1.71
1.86
2.01
11.100
2.17
2.34
2.51
2.70
2.90
3.11
3.34
11.350
3.60
3.87
4.16
4.48
4.82
5.19
5.60
11.601
6.06
6.60
7.26
8.07
9.07
10.34
11.90
11.852
13.80
16.09
18.87
22.35
26.70
32.06
38.61
12.102
46.52
55.53
65.13
74.84
84.04
92.11
98.45
12.353
102.91
105.55
106.45
105.72
103.45
100.11
95.89
12.604
90.98
85.74
80.50
75.32
70.21
65.31
60.68
12.854
56.36
52.39
48.80
45.58
42.70
40.13
37.83
WinTR-55, Version 1.00.10 Page 30 10/1/2018 5:12:15 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
(continued)
WinTR-55, Version 1.00.10 Page 31 10/1/2018 5:12:15 PM
STORM 100 -Yr
SUB -AREA:
DA -1
Outlet
.0682 45.
.534
DA -2
Outlet
.08236 54.
.567
DA -3
Outlet
.03966 51.
.487
13.105
35.77
33.90
32.22
30.69
29.30
28.05
26.93
13.356
25.92
25.01
24.20
23.48
22.83
22.25
21.72
13.606
21.23
20.78
20.36
19.96
19.59
19.25
18.92
13.857
18.62
18.33
18.05
17.78
17.52
17.27
17.02
14.108
16.78
16.54
16.31
16.09
15.88
15.67
15.48
14.359
15.29
15.11
14.94
14.79
14.63
14.49
14.35
14.609
14.22
14.09
13.96
13.84
13.72
13.60
13.48
14.860
13.36
13.24
13.13
13.01
12.90
12.78
12.67
15.111
12.55
12.44
12.32
12.21
12.09
11.98
11.86
15.361
11.75
11.63
11.52
11.40
11.28
11.17
11.05
15.612
10.93
10.81
10.70
10.58
10.46
10.34
10.22
15.863
10.10
9.98
9.86
9.74
9.62
9.50
9.38
16.113
9.26
9.14
9.03
8.91
8.81
8.70
8.60
16.364
8.50
8.41
8.33
8.25
8.17
8.10
8.03
16.615
7.96
7.90
7.84
7.77
7.71
7.65
7.60
16.865
7.54
7.48
7.43
7.37
7.32
7.26
7.21
17.116
7.15
7.10
7.04
6.99
6.93
6.88
6.83
17.367
6.77
6.72
6.66
6.61
6.56
6.50
6.45
17.617
6.39
6.34
6.29
6.23
6.18
6.12
6.07
17.868
6.01
5.96
5.90
5.85
5.79
5.74
5.68
18.119
5.63
5.58
5.52
5.47
5.42
5.38
5.34
18.369
5.30
5.26
5.23
5.20
5.17
5.14
5.12
WinTR-20 Version 1.10
Page
29
10/01/2018
17:11
Duke
no project subtitle
provided
Line
Start Time ------------
Flow
Values @
time increment
of 0.036
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
18.620
5.09
5.07
5.05
5.03
5.01
4.99
4.97
18.871
4.95
4.93
4.92
4.90
4.88
4.86
4.85
19.121
4.83
4.81
4.80
4.78
4.77
4.75
4.73
19.372
4.72
4.70
4.68
4.67
4.65
4.64
4.62
19.623
4.60
4.59
4.57
4.55
4.54
4.52
4.51
19.873
4.49
4.47
4.46
4.44
4.43
4.41
4.39
20.124
4.38
4.36
4.34
4.33
4.31
4.30
4.28
20.375
4.27
4.26
4.24
4.23
4.21
4.20
4.19
20.625
4.17
4.16
4.15
4.14
4.12
4.11
4.10
20.876
4.08
4.07
4.06
4.05
4.03
4.02
4.01
21.127
4.00
3.99
3.97
3.96
3.95
3.94
3.92
21.377
3.91
3.90
3.89
3.88
3.86
3.85
3.84
21.628
3.82
3.81
3.80
3.79
3.77
3.76
3.75
21.879
3.74
3.72
3.71
3.70
3.69
3.68
3.66
22.129
3.65
3.64
3.63
3.61
3.60
3.59
3.58
22.380
3.56
3.55
3.54
3.52
3.51
3.50
3.49
22.631
3.47
3.46
3.45
3.44
3.42
3.41
3.40
22.881
3.39
3.37
3.36
3.35
3.34
3.32
3.31
23.132
3.30
3.28
3.27
3.26
3.24
3.23
3.22
23.383
3.21
3.19
3.18
3.17
3.16
3.14
3.13
23.633
3.12
3.11
3.09
3.08
3.07
3.05
3.04
23.884
3.03
3.02
3.00
2.99
2.97
2.94
2.89
24.135
2.82
2.72
2.57
2.40
2.20
1.98
1.76
24.385
1.54
1.34
1.15
0.97
0.82
0.69
0.59
24.636
0.50
0.42
0.36
0.31
0.26
0.22
0.19
24.887
0.16
0.13
0.11
0.09
0.08
0.07
0.06
WinTR-55, Version 1.00.10 Page 31 10/1/2018 5:12:15 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -1 Outlet
DA -2 Outlet
DA -3 Outlet
Area or Drainage Rain Gage
Reach Area ID or
Identifier (sq mi) Location
DA -3 0.040
Beginning of Input Data List
0 0 0.05
(continued)
STORM 100 -Yr
.0682 45. .534
.08236 54. .567
.03966 51. .487
Runoff ------------ Peak Flow ------------
Amount Elevation Time Rate Rate
(in) (ft) (hr) (cfs) (csm)
2.916 12.38 47.85 1206.38
Line
Start Time
------------
Flow
Values @ time
increment
of 0.031
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
10.810
0.07
0.09
0.12
0.15
0.19
0.23
0.27
11.025
0.32
0.36
0.42
0.47
0.53
0.59
0.66
11.240
0.73
0.81
0.89
0.98
1.07
1.17
1.28
11.456
1.40
1.52
1.66
1.80
1.97
2.15
2.37
11.671
2.63
2.95
3.34
3.82
4.41
5.11
5.94
11.886
6.92
8.07
9.48
11.21
13.33
15.91
19.03
12.102
22.69
26.74
30.93
35.07
38.94
42.27
44.83
12.317
46.59
47.59
47.85
47.46
46.52
45.17
43.50
12.532
41.57
39.50
37.41
35.30
33.18
31.08
29.04
12.748
27.08
25.24
23.56
22.01
20.62
19.37
18.26
12.963
17.27
16.38
15.59
14.87
14.21
13.61
13.06
13.178
12.55
12.09
11.66
11.28
10.94
10.62
10.34
13.393
10.09
9.86
9.65
9.45
9.28
9.12
8.97
13.609
8.84
8.72
8.60
8.49
8.38
8.28
8.18
WinTR-20 Version 1.10
Page 30
10/01/2018
17:11
Duke
no project subtitle
provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.031
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
13.824
8.08
7.99
7.90
7.81
7.72
7.63
7.54
14.039
7.46
7.37
7.28
7.20
7.12
7.04
6.96
14.255
6.88
6.81
6.74
6.68
6.62
6.56
6.50
14.470
6.45
6.40
6.35
6.30
6.25
6.21
6.16
14.685
6.12
6.07
6.03
5.98
5.94
5.90
5.86
14.901
5.81
5.77
5.73
5.68
5.64
5.60
5.56
15.116
5.51
5.47
5.43
5.38
5.34
5.30
5.25
15.331
5.21
5.17
5.12
5.08
5.03
4.99
4.94
15.546
4.90
4.85
4.81
4.76
4.72
4.67
4.63
15.762
4.58
4.54
4.49
4.45
4.40
4.36
4.31
15.977
4.26
4.22
4.17
4.12
4.08
4.03
3.99
16.192
3.95
3.91
3.87
3.83
3.79
3.76
3.72
16.408
3.69
3.66
3.64
3.61
3.58
3.56
3.54
16.623
3.51
3.49
3.47
3.44
3.42
3.40
3.38
16.838
3.36
3.34
3.32
3.30
3.27
3.25
3.23
17.054
3.21
3.19
3.17
3.15
3.13
3.11
3.09
17.269
3.07
3.05
3.03
3.01
2.99
2.97
2.95
17.484
2.92
2.90
2.88
2.86
2.84
2.82
2.80
17.700
2.78
2.76
2.74
2.72
2.69
2.67
2.65
17.915
2.63
2.61
2.59
2.57
2.55
2.53
2.50
18.130
2.48
2.46
2.44
2.43
2.41
2.39
2.38
18.345
2.36
2.35
2.34
2.33
2.32
2.31
2.30
18.561
2.29
2.28
2.27
2.26
2.26
2.25
2.24
18.776
2.24
2.23
2.22
2.22
2.21
2.20
2.20
18.991
2.19
2.18
2.18
2.17
2.17
2.16
2.15
WinTR-55, Version 1.00.10 Page 32 10/1/2018 5:12:15 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -1
Outlet
2.07
DA -2
Outlet
.03966 51.
DA -3
Outlet
2.09
19.207
2.15
2.14
19.422
2.10
2.10
19.637
2.06
2.05
19.853
2.02
2.01
20.068
1.97
1.97
20.283
1.93
1.93
20.499
1.90
1.89
20.714
1.86
1.86
20.929
1.83
1.82
21.144
1.79
1.79
21.360
1.76
1.76
21.575
1.73
1.72
21.790
1.69
1.69
22.006
1.66
1.66
22.221
1.63
1.62
22.436
1.59
1.59
22.652
1.56
1.55
22.867
1.53
1.52
23.082
1.49
1.49
23.297
1.45
1.45
23.513
1.42
1.42
23.728
1.39
1.38
23.943
1.35
1.35
24.159
1.20
1.13
24.374
0.57
0.49
24.589
0.18
0.15
WinTR-20 Version 1.10
Beginning of Input Data List
0 0 0.05
STORM 100 -Yr
Page 31
Duke
no project subtitle provided
(continued)
.534
.567
.487
2.12
2.08
2.04
1.99
1.95
1.91
1.88
1.84
1.81
1.78
1.74
1.71
1.67
1.64
1.61
1.57
1.54
1.51
1.47
1.43
1.40
1.37
1.32
0.85
0.29
0.09
2.12
.0682 45.
2.07
.08236 54.
2.03
.03966 51.
2.14
2.13
2.09
2.09
2.05
2.04
2.01
2.00
1.96
1.96
1.92
1.92
1.89
1.88
1.85
1.85
1.82
1.81
1.79
1.78
1.75
1.75
1.72
1.71
1.68
1.68
1.65
1.65
1.62
1.61
1.58
1.58
1.55
1.54
1.52
1.51
1.48
1.48
1.44
1.44
1.41
1.41
1.38
1.37
1.34
1.33
1.05
0.95
0.41
0.35
0.13
0.11
Page 31
Duke
no project subtitle provided
(continued)
.534
.567
.487
2.12
2.08
2.04
1.99
1.95
1.91
1.88
1.84
1.81
1.78
1.74
1.71
1.67
1.64
1.61
1.57
1.54
1.51
1.47
1.43
1.40
1.37
1.32
0.85
0.29
0.09
2.12
2.11
2.07
2.07
2.03
2.02
1.99
1.98
1.94
1.94
1.91
1.90
1.87
1.87
1.84
1.83
1.80
1.80
1.77
1.77
1.74
1.73
1.70
1.70
1.67
1.67
1.64
1.63
1.60
1.60
1.57
1.56
1.53
1.53
1.50
1.50
1.46
1.46
1.43
1.43
1.40
1.39
1.36
1.36
1.29
1.25
0.76
0.66
0.25
0.21
0.08
0.07
10/01/2018 17:11
Line
Start Time
------------
Flow
Values @ time
increment
of 0.031 hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
24.805
0.06
Area or
Drainage
Rain Gage
Runoff
------------
Peak
Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -4
0.145
4.364
12.66
197.10
1359.86
Line
Start Time
------------
Flow
Values @ time
increment
of 0.060 hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
9.044
0.07
0.11
0.17
0.24
0.33
0.43
0.55
9.465
0.69
0.84
1.01
1.19
1.38
1.58
1.80
9.886
2.02
2.26
2.51
2.77
3.04
3.32
3.61
10.308
3.91
4.23
4.57
4.93
5.30
5.69
6.11
10.729
6.55
7.01
7.50
8.00
8.53
9.09
9.67
11.150
10.28
10.92
11.62
12.38
13.21
14.14
15.18
11.572
16.38
17.80
19.56
21.80
24.76
28.67
34.01
11.993
41.46
51.59
64.73
80.81
99.48
120.02
140.88
12.414
160.06
175.84
187.44
194.54
197.10
195.56
190.25
12.836
181.90
171.19
159.12
146.86
135.17
124.30
114.27
13.257
105.15
96.93
89.57
83.06
77.33
72.25
67.73
WinTR-55, Version 1.00.10 Page 33 10/1/2018 5:12:15 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -1
.0682 45.
Outlet
DA -2
.567
Outlet
DA -3
54.19
Outlet
13.678
63.72
60.16
14.100
45.60
43.91
14.521
36.16
35.20
14.942
30.52
29.90
15.364
26.83
26.38
15.785
23.75
23.32
16.206
20.75
20.33
16.628
18.08
17.77
17.049
16.18
15.96
17.470
14.68
14.48
17.892
13.29
13.10
18.313
11.95
11.77
18.734
10.90
10.79
19.156
10.26
10.19
19.577
9.79
9.73
19.998
9.37
9.31
20.420
8.97
8.91
20.841
8.61
8.56
21.262
8.29
8.24
21.684
7.98
7.93
22.105
7.67
7.63
22.526
7.37
7.32
22.948
7.06
7.01
23.369
6.75
6.70
23.790
6.44
6.40
24.212
5.92
5.71
24.633
3.30
2.87
25.054
1.07
0.91
WinTR-20 Version 1.10
Line
Start Time
(hr)
25.476
25.897
Area or
Reach
Identifier
DA -5
Line
Start Time
(hr)
11.541
11.713
11.885
12.057
12.229
12.401
12.573
12.745
Beginning of Input Data List
0 0 0.05
STORM 100 -Yr
Page 32
Duke
no project subtitle provided
(continued)
.0682 45.
Values @ time
.08236 54.
.567
.03966 51.
57.00
54.19
42.35
40.91
34.29
33.44
29.32
28.78
25.93
25.49
22.89
22.46
19.92
19.52
17.47
17.19
15.73
15.52
14.28
14.08
12.90
12.71
11.60
11.44
10.69
10.59
10.12
10.05
9.67
9.61
9.25
9.19
8.86
8.81
8.51
8.47
8.20
8.15
7.89
7.85
7.58
7.54
7.28
7.23
6.97
6.93
6.66
6.62
6.35
6.31
5.43
5.07
2.47
2.10
0.77
0.66
Page 32
Duke
no project subtitle provided
(continued)
------------
.534
Values @ time
increment
.567
hr------------
.487
(cfs)
51.70
49.47
47.44
39.58
38.35
37.21
32.64
31.89
31.18
28.27
27.77
27.30
25.05
24.62
24.18
22.03
21.60
21.17
19.13
18.76
18.41
16.92
16.67
16.42
15.30
15.09
14.89
13.88
13.68
13.49
12.51
12.32
12.13
11.29
11.15
11.02
10.50
10.42
10.34
9.98
9.92
9.85
9.55
9.49
9.43
9.14
9.08
9.02
8.76
8.71
8.66
8.42
8.38
8.33
8.11
8.07
8.02
7.80
7.76
7.71
7.50
7.45
7.41
7.19
7.15
7.10
6.88
6.84
6.79
6.57
6.53
6.48
6.26
6.18
6.08
4.66
4.21
3.76
1.77
1.49
1.26
0.56
0.47
0.40
11.99
10/01/2018
17:11
------------
Flow
Values @ time
increment
of 0.060
hr------------
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
0.34
0.29
0.24
0.20
0.17
0.15
0.12
0.10
0.09
0.07
0.06
Drainage
Rain Gage
Runoff
------------
Peak Flow ------------
Area
ID or
Amount
Elevation
Time
Rate
Rate
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
0.021
2.213
12.33
19.85
936.62
------------
Flow
Values @ time
increment
of 0.025
hr------------
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
0.07
0.09
0.13
0.17
0.22
0.28
0.36
0.46
0.58
0.72
0.90
1.11
1.35
1.64
1.97
2.36
2.82
3.40
4.10
4.95
6.00
7.26
8.71
10.31
11.99
13.67
15.29
16.75
17.97
18.88
19.48
19.79
19.85
19.69
19.36
18.92
18.37
17.74
17.07
16.40
15.71
14.99
14.25
13.50
12.75
12.01
11.29
10.61
9.97
9.38
8.84
8.36
7.92
7.54
7.19
6.88
WinTR-55, Version 1.00.10 Page 34 10/1/2018 5:12:15 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
(continued)
WinTR-55, Version 1.00.10 Page 35 10/1/2018 5:12:15 PM
STORM 100 -Yr
SUB -AREA:
DA -1
Outlet
.0682
45.
.534
DA -2
Outlet
.08236
54.
.567
DA -3
Outlet
.03966
51.
.487
12.917
6.61
6.36
6.13
5.92
5.73
5.55
5.38
13.089
5.22
5.07
4.93
4.80
4.68
4.57
4.47
13.261
4.37
4.29
4.22
4.15
4.09
4.04
3.99
13.433
3.94
3.90
3.86
3.82
3.79
3.75
3.72
13.605
3.69
3.66
3.63
3.60
3.57
3.54
3.51
13.777
3.48
3.45
3.43
3.40
3.37
3.34
3.31
13.949
3.28
3.26
3.23
3.20
3.17
3.14
3.11
14.121
3.09
3.06
3.03
3.01
2.98
2.96
2.94
14.293
2.91
2.89
2.88
2.86
2.84
2.82
2.81
14.465
2.79
2.78
2.76
2.75
2.73
2.72
2.70
14.637
2.69
2.67
2.66
2.64
2.63
2.62
2.60
14.809
2.59
2.57
2.56
2.54
2.53
2.52
2.50
14.981
2.49
2.47
2.46
2.44
2.43
2.41
2.40
15.153
2.38
2.37
2.35
2.34
2.32
2.31
2.29
15.324
2.28
2.26
2.25
2.23
2.22
2.20
2.19
15.496
2.17
2.16
2.14
2.12
2.11
2.09
2.08
15.668
2.06
2.05
2.03
2.01
2.00
1.98
1.97
15.840
1.95
1.93
1.92
1.90
1.89
1.87
1.85
16.012
1.84
1.82
1.80
1.79
1.77
1.76
1.74
16.184
1.73
1.71
1.70
1.69
1.68
1.66
1.65
16.356
1.64
1.63
1.62
1.62
1.61
1.60
1.59
16.528
1.58
1.57
1.57
1.56
1.55
1.54
1.54
16.700
1.53
1.52
1.52
1.51
1.50
1.49
1.49
16.872
1.48
1.47
1.46
1.46
1.45
1.44
1.44
17.044
1.43
1.42
1.41
1.41
1.40
1.39
1.39
17.216
1.38
1.37
1.36
1.36
1.35
1.34
1.33
17.388
1.33
1.32
1.31
1.31
1.30
1.29
1.28
17.560
1.28
1.27
1.26
1.25
1.25
1.24
1.23
17.732
1.22
1.22
1.21
1.20
1.19
1.19
1.18
17.904
1.17
1.16
1.16
1.15
1.14
1.13
1.13
WinTR-20 Version 1.10
Page 33
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17:11
Duke
no project subtitle
provided
Line
Start Time ------------
Flow
Values @ time
increment
of 0.025
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
18.076
1.12
1.11
1.10
1.10
1.09
1.08
1.08
18.248
1.07
1.07
1.06
1.06
1.05
1.05
1.05
18.420
1.04
1.04
1.04
1.03
1.03
1.03
1.03
18.592
1.02
1.02
1.02
1.02
1.01
1.01
1.01
18.764
1.01
1.01
1.00
1.00
1.00
1.00
1.00
18.936
0.99
0.99
0.99
0.99
0.98
0.98
0.98
19.108
0.98
0.98
0.97
0.97
0.97
0.97
0.97
19.280
0.96
0.96
0.96
0.96
0.95
0.95
0.95
19.452
0.95
0.95
0.94
0.94
0.94
0.94
0.93
19.624
0.93
0.93
0.93
0.93
0.92
0.92
0.92
19.796
0.92
0.91
0.91
0.91
0.91
0.91
0.90
19.968
0.90
0.90
0.90
0.89
0.89
0.89
0.89
20.140
0.89
0.88
0.88
0.88
0.88
0.88
0.87
20.312
0.87
0.87
0.87
0.87
0.87
0.86
0.86
20.484
0.86
0.86
0.86
0.85
0.85
0.85
0.85
20.656
0.85
0.85
0.84
0.84
0.84
0.84
0.84
20.828
0.84
0.83
0.83
0.83
0.83
0.83
0.83
21.000
0.82
0.82
0.82
0.82
0.82
0.82
0.81
21.172
0.81
0.81
0.81
0.81
0.81
0.80
0.80
WinTR-55, Version 1.00.10 Page 35 10/1/2018 5:12:15 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
Beginning of Input Data List
0
DA -1
Outlet
DA -2
Outlet
DA -3
Outlet
21.344
0.80
0.80
21.516
0.79
0.79
21.688
0.78
0.77
21.860
0.76
0.76
22.032
0.75
0.75
22.204
0.74
0.74
22.376
0.73
0.73
22.548
0.72
0.71
22.720
0.70
0.70
22.892
0.69
0.69
23.064
0.68
0.68
23.236
0.67
0.66
23.407
0.65
0.65
23.579
0.64
0.64
23.751
0.63
0.63
23.923
0.62
0.61
24.095
0.58
0.56
24.267
0.31
0.27
24.439
0.10
0.09
Area or
Drainage
Rain Gage
Reach
Area
ID or
Identifier
(sq mi)
Location
DA -6
0.057
0.68
Beginning of Input Data List
0
0
0.05
Start Time
(continued)
Flow
STORM 100 -Yr
increment
of 0.029
hr ------------
.0682
45.
.534
(cfs)
(cfs)
.08236
54.
.567
(cfs)
10.763
.03966
51.
.487
0.16
0.20
0.80
0.80
0.79
0.79
0.79
0.78
0.78
0.78
0.78
0.78
0.77
0.77
0.77
0.77
0.77
0.76
0.76
0.76
0.76
0.75
0.75
0.75
0.75
0.74
0.74
0.74
0.74
0.73
0.73
0.73
0.72
0.72
0.72
0.72
0.72
0.71
0.71
0.71
0.71
0.71
0.70
0.70
0.70
0.70
0.69
0.69
0.69
0.68
0.68
0.68
0.68
0.67
0.67
0.67
0.67
0.66
0.66
0.66
0.66
0.66
0.65
0.65
0.65
0.65
0.64
0.64
0.64
0.63
0.63
0.63
0.63
0.62
0.62
0.62
0.62
0.61
0.61
0.61
0.60
0.59
0.53
0.49
0.45
0.40
0.36
0.23
0.20
0.17
0.14
0.12
0.07
0.06
0.05
39.56
45.56
Runoff
------------
Peak Flow ------------
61.95
Amount
Elevation
Time
Rate
Rate
(in)
(ft)
(hr)
(cfs)
(csm)
2.916
56.15
12.35
70.44
1237.67
Line
Start Time
------------
Flow
Values @ time
increment
of 0.029
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
10.763
0.06
0.09
0.12
0.16
0.20
0.25
0.30
10.965
0.36
0.42
0.49
0.56
0.63
0.71
0.79
WinTR-20 Version 1.10
Page 34
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17:11
Duke
no project subtitle
provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.029
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
11.168
0.87
0.96
1.06
1.16
1.27
1.39
1.52
11.370
1.66
1.80
1.96
2.12
2.30
2.48
2.68
11.572
2.91
3.16
3.46
3.81
4.24
4.76
5.40
11.775
6.18
7.10
8.19
9.46
10.93
12.64
14.72
11.977
17.25
20.32
24.05
28.53
33.77
39.56
45.56
12.180
51.49
57.08
61.95
65.74
68.41
69.97
70.44
12.382
69.97
68.73
66.91
64.61
61.96
59.09
56.15
12.585
53.19
50.18
47.18
44.23
41.35
38.59
36.03
12.787
33.67
31.49
29.54
27.80
26.24
24.85
23.61
12.990
22.50
21.50
20.58
19.74
18.97
18.25
17.60
13.192
17.00
16.44
15.94
15.49
15.07
14.69
14.35
13.395
14.04
13.76
13.51
13.29
13.08
12.89
12.71
13.597
12.55
12.39
12.25
12.11
11.97
11.84
11.71
13.800
11.58
11.46
11.34
11.22
11.11
10.99
10.87
14.002
10.75
10.64
10.52
10.41
10.29
10.18
10.07
14.205
9.96
9.86
9.76
9.67
9.58
9.50
9.42
14.407
9.34
9.27
9.20
9.13
9.07
9.01
8.94
WinTR-55, Version 1.00.10 Page 36 10/1/2018 5:12:15 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
(continued)
WinTR-55, Version 1.00.10 Page 37 10/1/2018 5:12:15 PM
STORM 100 -Yr
SUB -AREA:
DA -1
Outlet
.0682
45.
.534
DA -2
Outlet
.08236
54.
.567
DA -3
Outlet
.03966
51.
.487
14.610
8.88
8.82
8.76
8.70
8.64
8.59
8.53
14.812
8.47
8.41
8.35
8.30
8.24
8.18
8.12
15.015
8.07
8.01
7.95
7.89
7.84
7.78
7.72
15.217
7.66
7.60
7.54
7.48
7.42
7.37
7.31
15.420
7.25
7.19
7.13
7.07
7.01
6.95
6.89
15.622
6.83
6.76
6.70
6.64
6.58
6.52
6.46
15.825
6.40
6.33
6.27
6.21
6.15
6.09
6.02
16.027
5.96
5.90
5.84
5.78
5.72
5.66
5.60
16.230
5.55
5.49
5.44
5.40
5.35
5.31
5.27
16.432
5.23
5.19
5.16
5.13
5.09
5.06
5.03
16.635
5.00
4.97
4.94
4.91
4.88
4.85
4.83
16.837
4.80
4.77
4.74
4.71
4.69
4.66
4.63
17.040
4.60
4.57
4.55
4.52
4.49
4.46
4.44
17.242
4.41
4.38
4.35
4.32
4.30
4.27
4.24
17.445
4.21
4.19
4.16
4.13
4.10
4.07
4.04
17.647
4.02
3.99
3.96
3.93
3.90
3.87
3.85
17.849
3.82
3.79
3.76
3.73
3.70
3.68
3.65
18.052
3.62
3.59
3.56
3.53
3.51
3.48
3.46
18.254
3.43
3.41
3.39
3.38
3.36
3.34
3.33
18.457
3.32
3.30
3.29
3.28
3.27
3.26
3.25
18.659
3.24
3.23
3.22
3.21
3.20
3.19
3.18
18.862
3.17
3.17
3.16
3.15
3.14
3.13
3.12
19.064
3.12
3.11
3.10
3.09
3.08
3.07
3.07
19.267
3.06
3.05
3.04
3.03
3.02
3.02
3.01
19.469
3.00
2.99
2.98
2.97
2.97
2.96
2.95
19.672
2.94
2.93
2.92
2.92
2.91
2.90
2.89
19.874
2.88
2.87
2.87
2.86
2.85
2.84
2.83
20.077
2.82
2.81
2.81
2.80
2.79
2.78
2.77
20.279
2.77
2.76
2.75
2.75
2.74
2.73
2.72
20.482
2.72
2.71
2.70
2.70
2.69
2.68
2.68
20.684
2.67
2.66
2.66
2.65
2.64
2.64
2.63
20.887
2.62
2.62
2.61
2.61
2.60
2.59
2.59
21.089
2.58
2.58
2.57
2.56
2.56
2.55
2.54
21.292
2.54
2.53
2.52
2.52
2.51
2.51
2.50
WinTR-20 Version 1.10
Page 35
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no project subtitle
provided
Line
Start Time ------------
Flow
Values @ time
increment
of 0.029
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
21.494
2.49
2.49
2.48
2.47
2.47
2.46
2.45
21.697
2.45
2.44
2.43
2.43
2.42
2.41
2.41
21.899
2.40
2.40
2.39
2.38
2.38
2.37
2.36
22.102
2.36
2.35
2.34
2.34
2.33
2.32
2.32
22.304
2.31
2.30
2.30
2.29
2.28
2.28
2.27
22.507
2.26
2.26
2.25
2.24
2.24
2.23
2.22
22.709
2.22
2.21
2.21
2.20
2.19
2.19
2.18
22.912
2.17
2.17
2.16
2.15
2.15
2.14
2.13
23.114
2.13
2.12
2.11
2.10
2.10
2.09
2.08
23.317
2.08
2.07
2.06
2.06
2.05
2.04
2.04
23.519
2.03
2.03
2.02
2.01
2.01
2.00
1.99
23.722
1.99
1.98
1.97
1.97
1.96
1.95
1.95
23.924
1.94
1.93
1.92
1.92
1.90
1.88
1.84
24.126
1.78
1.70
1.60
1.47
1.34
1.19
1.05
24.329
0.92
0.79
0.67
0.57
0.48
0.41
0.34
WinTR-55, Version 1.00.10 Page 37 10/1/2018 5:12:15 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -1 Outlet
DA -2 Outlet
DA -3 Outlet
24.531 0.29 0.25
24.734 0.09 0.08
Area or Drainage Rain Gage
Reach Area ID or
Identifier (sq mi) Location
DA -7 0.060
Beginning of Input Data List
0 0 0.05
(continued)
STORM 100 -Yr
.0682 45. .534
.08236 54. .567
.03966 51. .487
0.21 0.18 0.15 0.13 0.11
0.07 0.06
Runoff ------------ Peak Flow ------------
Amount Elevation Time Rate Rate
(in) (ft) (hr) (cfs) (csm)
1.327 12.69 20.28 337.68
Line
Start Time
------------
Flow
Values @ time
increment
of 0.048
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
11.969
0.12
0.36
0.83
1.63
2.83
4.44
6.45
12.305
8.74
11.14
13.44
15.52
17.28
18.68
19.65
12.641
20.18
20.28
19.99
19.39
18.59
17.71
16.80
12.977
15.89
15.00
14.16
13.38
12.66
12.00
11.42
13.313
10.88
10.40
9.96
9.56
9.20
8.89
8.60
13.649
8.35
8.12
7.92
7.73
7.55
7.39
7.24
13.985
7.10
6.97
6.84
6.72
6.59
6.48
6.36
14.321
6.25
6.15
6.05
5.96
5.87
5.79
5.72
14.657
5.65
5.58
5.52
5.46
5.40
5.35
5.29
14.993
5.24
5.19
5.13
5.08
5.03
4.97
4.92
15.329
4.87
4.81
4.76
4.71
4.65
4.60
4.54
15.665
4.48
4.43
4.37
4.31
4.26
4.20
4.14
16.001
4.08
4.02
3.96
3.90
3.84
3.79
3.73
16.337
3.67
3.62
3.57
3.52
3.48
3.43
3.39
16.673
3.35
3.32
3.28
3.25
3.21
3.18
3.15
17.009
3.12
3.09
3.06
3.03
3.00
2.98
2.95
17.345
2.92
2.89
2.86
2.83
2.80
2.78
2.75
17.681
2.72
2.69
2.66
2.63
2.60
2.58
2.55
18.017
2.52
2.49
2.46
2.43
2.40
2.37
2.35
18.353
2.32
2.30
2.27
2.25
2.23
2.22
2.20
18.689
2.19
2.17
2.16
2.15
2.14
2.12
2.11
19.025
2.10
2.09
2.08
2.07
2.07
2.06
2.05
19.361
2.04
2.03
2.02
2.01
2.00
2.00
1.99
WinTR-20 Version 1.10
Page 36
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no project subtitle
provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.048
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
19.697
1.98
1.97
1.96
1.95
1.94
1.94
1.93
20.033
1.92
1.91
1.90
1.89
1.89
1.88
1.87
20.369
1.86
1.85
1.85
1.84
1.83
1.82
1.82
20.705
1.81
1.80
1.79
1.79
1.78
1.77
1.77
21.041
1.76
1.75
1.75
1.74
1.73
1.73
1.72
21.377
1.72
1.71
1.70
1.70
1.69
1.68
1.68
21.713
1.67
1.66
1.66
1.65
1.64
1.64
1.63
22.049
1.62
1.62
1.61
1.60
1.60
1.59
1.58
22.385
1.58
1.57
1.56
1.55
1.55
1.54
1.53
22.721
1.53
1.52
1.51
1.51
1.50
1.49
1.49
23.057
1.48
1.47
1.46
1.46
1.45
1.44
1.44
23.393
1.43
1.42
1.41
1.41
1.40
1.39
1.39
23.729
1.38
1.37
1.36
1.36
1.35
1.34
1.33
WinTR-55, Version 1.00.10 Page 38 10/1/2018 5:12:15 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -1 Outlet
DA -2 Outlet
DA -3 Outlet
24.065 1.32 1.30
24.401 0.92 0.82
24.737 0.33 0.28
25.073 0.10 0.09
Area or Drainage Rain Gage
Reach Area ID or
Identifier (sq mi) Location
DA -8 0.077
Beginning of Input Data List
0 0 0.05
(continued)
STORM 100 -Yr
.0682 45.
.534
.08236 54.
.567
Flow
Values @ time
.03966 51.
.487
(hr)
1.27 1.23
1.18
1.10
1.02
0.73 0.63
0.54
0.46
0.39
0.24 0.20
0.17
0.15
0.12
0.07 0.06
0.05
0.36
9.548
Runoff ------------
Peak Flow
------------
0.66
Amount Elevation
Time
Rate
Rate
(in) (ft)
(hr)
(cfs)
(csm)
4.242
12.52
115.22
1505.22
Line
Start Time
------------
Flow
Values @ time
increment
of 0.047 hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
9.217
0.07
0.10
0.14
0.19
0.24
0.29
0.36
9.548
0.43
0.50
0.58
0.66
0.75
0.84
0.94
9.878
1.03
1.14
1.24
1.35
1.46
1.58
1.70
10.209
1.83
1.95
2.09
2.23
2.37
2.52
2.68
10.540
2.85
3.03
3.21
3.40
3.59
3.80
4.01
10.870
4.23
4.46
4.69
4.94
5.19
5.45
5.72
11.201
6.01
6.32
6.65
7.02
7.43
7.87
8.37
11.532
8.92
9.54
10.27
11.15
12.25
13.66
15.47
11.863
17.77
20.70
24.51
29.50
35.82
43.69
53.06
12.193
63.64
74.90
86.02
96.11
104.28
110.26
113.87
12.524
115.22
114.53
111.81
107.46
101.83
95.42
88.68
12.855
82.13
75.93
70.08
64.64
59.65
55.12
51.03
13.185
47.40
44.17
41.29
38.71
36.42
34.37
32.55
13.516
30.93
29.50
28.23
27.11
26.10
25.19
24.37
13.847
23.62
22.94
22.30
21.71
21.15
20.63
20.12
14.177
19.64
19.17
18.73
18.32
17.93
17.57
17.25
14.508
16.95
16.67
16.40
16.16
15.93
15.71
15.50
14.839
15.30
15.10
14.91
14.72
14.54
14.36
14.18
15.170
14.00
13.82
13.65
13.47
13.30
13.13
12.96
15.500
12.78
12.61
12.44
12.27
12.09
11.92
11.75
15.831
11.57
11.40
11.22
11.05
10.88
10.70
10.53
16.162
10.35
10.18
10.02
9.86
9.70
9.55
9.41
16.492
9.27
9.14
9.02
8.91
8.80
8.69
8.59
WinTR-20 Version
1.10
Page 37
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17:11
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no project subtitle provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.047 hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
16.823
8.50
8.40
8.31
8.22
8.14
8.05
7.97
17.154
7.88
7.80
7.72
7.64
7.56
7.48
7.40
17.484
7.32
7.24
7.16
7.08
7.01
6.93
6.85
17.815
6.77
6.69
6.61
6.53
6.46
6.38
6.30
18.146
6.22
6.14
6.07
6.00
5.93
5.86
5.80
18.476
5.74
5.69
5.64
5.59
5.55
5.51
5.48
18.807
5.44
5.41
5.38
5.35
5.32
5.29
5.26
19.138
5.24
5.21
5.18
5.16
5.13
5.11
5.08
19.469
5.06
5.04
5.01
4.99
4.96
4.94
4.92
19.799
4.89
4.87
4.85
4.82
4.80
4.78
4.75
20.130
4.73
4.71
4.68
4.66
4.64
4.62
4.59
WinTR-55, Version 1.00.10 Page 39 10/1/2018 5:12:15 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
Beginning of Input Data List
0 0 0.05
STORM 100 -Yr
(continued)
DA -1 Outlet
.0682 45.
.534
DA -2 Outlet
.08236
54.
.567
DA -3 Outlet
.03966
51.
.487
20.461
4.57
4.55
4.53
4.51
4.49
4.47
4.45
20.791
4.44
4.42
4.40
4.38
4.36
4.34
4.32
21.122
4.31
4.29
4.27
4.25
4.24
4.22
4.20
21.453
4.18
4.16
4.15
4.13
4.11
4.09
4.07
21.783
4.06
4.04
4.02
4.00
3.99
3.97
3.95
22.114
3.93
3.92
3.90
3.88
3.86
3.84
3.83
22.445
3.81
3.79
3.77
3.75
3.73
3.72
3.70
22.775
3.68
3.66
3.65
3.63
3.61
3.59
3.57
23.106
3.56
3.54
3.52
3.50
3.48
3.46
3.45
23.437
3.43
3.41
3.39
3.37
3.36
3.34
3.32
23.768
3.30
3.29
3.27
3.25
3.23
3.21
3.19
24.098
3.14
3.08
2.99
2.86
2.70
2.50
2.28
24.429
2.04
1.81
1.58
1.36
1.16
0.98
0.83
24.760
0.70
0.59
0.50
0.43
0.36
0.31
0.26
25.090
0.22
0.19
0.16
0.13
0.11
0.10
0.08
25.421
0.07
0.06
Area or
Drainage
Rain Gage
Runoff
------------
Peak Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -9
0.044
3.274
12.58
48.80
1116.03
Line
Start Time
------------
Flow
Values @ time
increment
of 0.048
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
10.497
0.07
0.10
0.13
0.17
0.22
0.27
0.34
10.835
0.40
0.47
0.55
0.64
0.72
0.82
0.92
11.174
1.02
1.14
1.26
1.39
1.54
1.70
1.88
11.513
2.07
2.29
2.55
2.85
3.23
3.71
4.33
11.851
5.14
6.17
7.54
9.41
11.85
14.99
18.83
12.190
23.32
28.24
33.27
38.02
42.06
45.23
47.39
12.529
48.56
48.80
48.13
46.66
44.54
42.01
39.25
12.867
36.50
33.88
31.38
29.05
26.90
24.93
23.16
13.206
21.58
20.17
18.91
17.78
16.78
15.88
15.08
13.545
14.37
13.74
13.18
12.69
12.24
11.84
11.47
13.883
11.14
10.83
10.54
10.27
10.02
9.78
9.55
14.222
9.33
9.12
8.91
8.72
8.55
8.39
8.24
14.560
8.10
7.97
7.85
7.74
7.63
7.53
7.43
WinTR-20 Version 1.10
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no project subtitle provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.048
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
14.899
7.34
7.25
7.16
7.07
6.98
6.90
6.81
15.238
6.73
6.64
6.56
6.47
6.39
6.31
6.22
15.576
6.14
6.05
5.97
5.88
5.80
5.71
5.63
15.915
5.54
5.46
5.37
5.29
5.20
5.12
5.03
16.254
4.95
4.87
4.79
4.72
4.65
4.58
4.51
16.592
4.45
4.40
4.34
4.29
4.24
4.19
4.15
16.931
4.10
4.06
4.01
3.97
3.93
3.89
3.85
17.270
3.81
3.77
3.73
3.69
3.65
3.61
3.57
17.608
3.53
3.49
3.45
3.41
3.37
3.33
3.29
WinTR-55, Version 1.00.10 Page 40 10/1/2018 5:12:15 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
Beginning of Input Data List
0 0 0.05
STORM 100 -Yr
(continued)
DA -1 Outlet
.0682 45.
.534
DA -2 Outlet
.08236
54.
.567
DA -3 Outlet
.03966
51.
.487
17.947
3.25
3.22
3.18
3.14
3.10
3.06
3.02
18.286
2.98
2.95
2.92
2.89
2.86
2.83
2.80
18.624
2.78
2.76
2.74
2.72
2.70
2.69
2.67
18.963
2.66
2.64
2.63
2.61
2.60
2.59
2.58
19.302
2.56
2.55
2.54
2.53
2.51
2.50
2.49
19.640
2.48
2.47
2.45
2.44
2.43
2.42
2.41
19.979
2.40
2.38
2.37
2.36
2.35
2.34
2.33
20.318
2.32
2.30
2.29
2.28
2.27
2.26
2.25
20.656
2.24
2.23
2.22
2.21
2.20
2.19
2.19
20.995
2.18
2.17
2.16
2.15
2.14
2.13
2.12
21.334
2.11
2.11
2.10
2.09
2.08
2.07
2.06
21.672
2.05
2.04
2.03
2.02
2.02
2.01
2.00
22.011
1.99
1.98
1.97
1.96
1.95
1.94
1.94
22.350
1.93
1.92
1.91
1.90
1.89
1.88
1.87
22.688
1.86
1.85
1.84
1.84
1.83
1.82
1.81
23.027
1.80
1.79
1.78
1.77
1.76
1.75
1.74
23.365
1.74
1.73
1.72
1.71
1.70
1.69
1.68
23.704
1.67
1.66
1.65
1.64
1.64
1.63
1.62
24.043
1.60
1.58
1.55
1.51
1.45
1.37
1.28
24.381
1.17
1.05
0.93
0.81
0.70
0.60
0.51
24.720
0.43
0.36
0.31
0.26
0.22
0.19
0.16
25.059
0.14
0.11
0.10
0.08
0.07
0.06
Area or
Drainage
Rain Gage
Runoff
------------
Peak Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -10
0.036
3.635
12.43
51.35
1428.27
Line
Start Time
------------
Flow
Values @ time
increment
of 0.037
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
10.005
0.07
0.09
0.11
0.13
0.16
0.19
0.23
10.266
0.26
0.30
0.34
0.38
0.42
0.47
0.52
10.527
0.57
0.62
0.68
0.73
0.79
0.85
0.91
10.787
0.98
1.05
1.11
1.19
1.26
1.33
1.41
11.048
1.49
1.57
1.66
1.75
1.85
1.95
2.06
11.309
2.18
2.31
2.45
2.61
2.78
2.96
3.15
11.570
3.37
3.62
3.91
4.27
4.71
5.27
5.97
11.831
6.82
7.87
9.13
10.68
12.63
15.05
18.00
12.092
21.58
25.76
30.32
35.01
39.55
43.60
46.90
WinTR-20 Version 1.10
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no project subtitle provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.037
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.352
49.28
50.75
51.35
51.14
50.14
48.53
46.48
12.613
44.06
41.45
38.83
36.24
33.71
31.29
29.02
12.874
26.90
24.96
23.20
21.63
20.23
18.97
17.85
13.135
16.84
15.94
15.12
14.38
13.71
13.11
12.58
13.396
12.10
11.67
11.28
10.94
10.63
10.36
10.10
13.657
9.87
9.66
9.45
9.26
9.08
8.91
8.75
13.917
8.60
8.46
8.33
8.19
8.07
7.94
7.82
WinTR-55, Version 1.00.10 Page 41 10/1/2018 5:12:15 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
(continued)
STORM 100 -Yr
SUB -AREA:
DA -1 Outlet
.0682
45.
.534
DA -2 Outlet
.08236
54.
.567
DA -3 Outlet
.03966
51.
.487
14.178
7.70
7.59
7.48
7.38
7.28
7.19
7.10
14.439
7.01
6.93
6.86
6.79
6.72
6.65
6.58
14.700
6.52
6.46
6.40
6.34
6.28
6.22
6.16
14.961
6.11
6.05
5.99
5.94
5.88
5.82
5.77
15.222
5.71
5.65
5.60
5.54
5.48
5.43
5.37
15.483
5.31
5.26
5.20
5.14
5.08
5.03
4.97
15.743
4.91
4.85
4.79
4.74
4.68
4.62
4.56
16.004
4.50
4.44
4.39
4.33
4.27
4.21
4.16
16.265
4.11
4.05
4.01
3.96
3.91
3.87
3.83
16.526
3.80
3.76
3.73
3.69
3.66
3.63
3.60
16.787
3.57
3.54
3.52
3.49
3.46
3.43
3.41
17.048
3.38
3.35
3.33
3.30
3.27
3.25
3.22
17.308
3.19
3.17
3.14
3.11
3.09
3.06
3.04
17.569
3.01
2.98
2.96
2.93
2.90
2.88
2.85
17.830
2.82
2.80
2.77
2.74
2.72
2.69
2.67
18.091
2.64
2.61
2.59
2.56
2.54
2.51
2.49
18.352
2.47
2.45
2.44
2.42
2.40
2.39
2.38
18.613
2.37
2.35
2.34
2.33
2.32
2.31
2.30
18.873
2.29
2.29
2.28
2.27
2.26
2.25
2.24
19.134
2.24
2.23
2.22
2.21
2.20
2.20
2.19
19.395
2.18
2.17
2.16
2.16
2.15
2.14
2.13
19.656
2.12
2.12
2.11
2.10
2.09
2.09
2.08
19.917
2.07
2.06
2.05
2.05
2.04
2.03
2.02
20.178
2.01
2.01
2.00
1.99
1.98
1.98
1.97
20.439
1.96
1.96
1.95
1.94
1.94
1.93
1.92
20.699
1.92
1.91
1.91
1.90
1.89
1.89
1.88
20.960
1.87
1.87
1.86
1.86
1.85
1.84
1.84
21.221
1.83
1.83
1.82
1.82
1.81
1.80
1.80
21.482
1.79
1.79
1.78
1.77
1.77
1.76
1.75
21.743
1.75
1.74
1.74
1.73
1.72
1.72
1.71
22.004
1.71
1.70
1.70
1.69
1.68
1.68
1.67
22.264
1.66
1.66
1.65
1.65
1.64
1.63
1.63
22.525
1.62
1.62
1.61
1.60
1.60
1.59
1.59
22.786
1.58
1.57
1.57
1.56
1.56
1.55
1.54
23.047
1.54
1.53
1.52
1.52
1.51
1.51
1.50
23.308
1.49
1.49
1.48
1.47
1.47
1.46
1.46
23.569
1.45
1.44
1.44
1.43
1.43
1.42
1.41
23.829
1.41
1.40
1.39
1.39
1.38
1.37
1.36
24.090
1.34
1.31
1.27
1.21
1.13
1.05
0.95
24.351
0.85
0.75
0.65
0.56
0.48
0.40
0.34
24.612
0.29
0.24
0.21
0.18
0.15
0.13
0.11
24.873
0.09
0.08
0.06
0.05
WinTR-20 Version 1.10
Page 40
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17:11
Duke
no project subtitle
provided
Area or
Drainage Rain
Gage
Runoff ------------
Peak Flow
------------
Reach
Area ID
or
Amount Elevation
Time
Rate
Rate
Identifier
(sq mi) Location
(in)
(ft)
(hr)
(cfs)
(csm)
OUTLET
0.630
3.272
12.47
690.23
1096.39
Line
Start Time
------------
Flow
Values @ time
increment
of 0.025
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
WinTR-55, Version 1.00.10
Page 42
10/1/2018
5:12:15 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
(continued)
WinTR-20 Version 1.10 Page 41 10/01/2018 17:11
Duke
no project subtitle provided
Line
Start Time ------------ Flow Values @ time increment of 0.025 hr ------------
(hr) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
16.799 59.15 58.81 58.48 58.16 57.84 57.52 57.20
16.971 56.89 56.59 56.28 55.98 55.68 55.38 55.08
17.143 54.78 54.49 54.20 53.90 53.61 53.32 53.03
WinTR-55, Version 1.00.10 Page 43 10/1/2018 5:12:15 PM
STORM 100 -Yr
SUB -AREA:
DA -1
Outlet
.0682 45.
.534
DA -2
Outlet
.08236 54.
.567
DA -3
Outlet
.03966 51.
.487
9.060
0.08
0.10
0.12
0.14
0.17
0.21
0.28
9.232
0.34
0.39
0.44
0.50
0.57
0.64
0.71
9.403
0.79
0.87
0.96
1.05
1.14
1.24
1.34
9.575
1.45
1.56
1.67
1.79
1.91
2.03
2.16
9.747
2.29
2.42
2.56
2.69
2.84
2.98
3.13
9.919
3.28
3.43
3.59
3.79
3.97
4.15
4.33
10.091
4.52
4.70
4.90
5.09
5.29
5.50
5.71
10.263
5.92
6.14
6.36
6.63
6.90
7.16
7.43
10.435
7.71
8.01
8.35
8.68
9.01
9.36
9.71
10.607
10.08
10.46
10.86
11.26
11.67
12.10
12.58
10.779
13.06
13.60
14.13
14.66
15.21
15.78
16.37
10.951
16.97
17.58
18.21
18.86
19.53
20.21
20.91
11.123
21.62
22.36
23.13
23.93
24.75
25.61
26.51
11.295
27.46
28.44
29.48
30.57
31.71
32.92
34.18
11.467
35.52
36.95
38.44
40.14
41.90
43.83
45.94
11.639
48.30
51.02
54.10
57.61
61.70
66.34
71.86
11.811
78.06
85.21
93.23
102.50
113.03
125.52
139.78
11.983
156.52
175.76
198.55
224.38
254.00
286.68
322.49
12.155
360.27
399.40
438.74
477.54
514.71
549.29
580.37
12.327
608.28
632.12
651.64
666.95
678.53
685.77
690.23
12.499
690.18
687.91
682.11
674.50
664.43
652.05
638.27
12.671
623.05
606.49
589.57
571.18
552.97
534.30
515.69
12.843
497.51
479.33
461.87
444.74
428.14
412.19
396.84
13.015
382.23
368.27
354.95
342.21
330.22
318.74
307.92
13.187
297.59
287.80
278.57
269.86
261.59
253.79
246.39
13.359
239.44
232.93
226.76
220.94
215.46
210.33
205.50
13.531
200.94
196.60
192.52
188.63
184.99
181.49
178.17
13.703
175.00
171.99
169.12
166.39
163.76
161.27
158.84
13.875
156.56
154.35
152.20
150.15
148.14
146.22
144.34
14.047
142.51
140.74
139.00
137.32
135.67
134.05
132.50
14.219
130.97
129.50
128.07
126.68
125.33
124.04
122.78
14.391
121.58
120.41
119.29
118.20
117.16
116.15
115.17
14.563
114.22
113.29
112.39
111.52
110.66
109.83
109.01
14.735
108.21
107.42
106.65
105.89
105.14
104.41
103.68
14.907
102.97
102.26
101.56
100.88
100.20
99.53
98.87
15.079
98.22
97.57
96.93
96.29
95.66
95.03
94.40
15.251
93.78
93.16
92.54
91.92
91.31
90.69
90.08
15.423
89.47
88.86
88.25
87.64
87.03
86.42
85.81
15.595
85.20
84.59
83.98
83.37
82.75
82.14
81.53
15.767
80.92
80.30
79.69
79.07
78.45
77.84
77.22
15.939
76.60
75.98
75.36
74.74
74.12
73.50
72.89
16.111
72.27
71.66
71.06
70.46
69.87
69.28
68.71
16.283
68.15
67.61
67.07
66.55
66.04
65.55
65.07
16.455
64.60
64.15
63.70
63.27
62.85
62.45
62.05
16.627
61.66
61.28
60.90
60.54
60.18
59.83
59.49
WinTR-20 Version 1.10 Page 41 10/01/2018 17:11
Duke
no project subtitle provided
Line
Start Time ------------ Flow Values @ time increment of 0.025 hr ------------
(hr) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
16.799 59.15 58.81 58.48 58.16 57.84 57.52 57.20
16.971 56.89 56.59 56.28 55.98 55.68 55.38 55.08
17.143 54.78 54.49 54.20 53.90 53.61 53.32 53.03
WinTR-55, Version 1.00.10 Page 43 10/1/2018 5:12:15 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
(continued)
STORM 100 -Yr
SUB -AREA:
DA -1
Outlet
.0682 45.
.534
DA -2
Outlet
.08236 54.
.567
DA -3
Outlet
.03966 51.
.487
17.315
52.75
52.46
52.17
51.89
51.60
51.31
51.03
17.487
50.75
50.46
50.18
49.89
49.61
49.33
49.04
17.658
48.76
48.48
48.19
47.91
47.63
47.35
47.06
17.830
46.78
46.50
46.21
45.93
45.65
45.36
45.08
18.002
44.80
44.51
44.23
43.95
43.67
43.39
43.11
18.174
42.84
42.57
42.31
42.05
41.80
41.55
41.32
18.346
41.09
40.87
40.66
40.46
40.26
40.07
39.89
18.518
39.72
39.55
39.39
39.23
39.08
38.94
38.80
18.690
38.66
38.53
38.40
38.27
38.15
38.04
37.92
18.862
37.81
37.70
37.59
37.48
37.38
37.28
37.18
19.034
37.08
36.98
36.88
36.79
36.69
36.60
36.50
19.206
36.41
36.32
36.23
36.14
36.05
35.96
35.87
19.378
35.78
35.69
35.61
35.52
35.43
35.35
35.26
19.550
35.17
35.09
35.00
34.92
34.83
34.75
34.66
19.722
34.58
34.49
34.41
34.32
34.24
34.15
34.07
19.894
33.98
33.90
33.81
33.73
33.64
33.56
33.48
20.066
33.39
33.31
33.22
33.14
33.06
32.97
32.89
20.238
32.81
32.73
32.65
32.57
32.49
32.42
32.34
20.410
32.27
32.19
32.12
32.05
31.97
31.90
31.83
20.582
31.76
31.69
31.62
31.55
31.48
31.41
31.34
20.754
31.27
31.20
31.13
31.07
31.00
30.93
30.86
20.926
30.80
30.73
30.67
30.60
30.54
30.47
30.41
21.098
30.35
30.28
30.22
30.16
30.10
30.03
29.97
21.270
29.90
29.84
29.78
29.71
29.65
29.58
29.52
21.442
29.46
29.39
29.33
29.26
29.20
29.13
29.07
21.614
29.00
28.94
28.87
28.81
28.74
28.68
28.61
21.786
28.55
28.48
28.42
28.36
28.29
28.23
28.17
21.958
28.11
28.04
27.98
27.92
27.85
27.79
27.73
22.130
27.66
27.60
27.53
27.47
27.40
27.34
27.27
22.302
27.21
27.14
27.08
27.01
26.95
26.88
26.81
22.474
26.75
26.68
26.62
26.55
26.48
26.42
26.36
22.646
26.29
26.23
26.16
26.10
26.04
25.97
25.91
22.818
25.85
25.78
25.72
25.65
25.59
25.52
25.46
22.990
25.39
25.33
25.26
25.20
25.13
25.06
25.00
23.162
24.93
24.86
24.80
24.73
24.66
24.60
24.53
23.334
24.46
24.40
24.33
24.26
24.20
24.13
24.07
23.506
24.01
23.94
23.88
23.81
23.75
23.68
23.62
23.678
23.55
23.49
23.42
23.35
23.29
23.22
23.16
23.850
23.09
23.02
22.96
22.89
22.82
22.75
22.68
24.022
22.58
22.46
22.29
22.07
21.77
21.40
20.94
24.194
20.39
19.75
19.03
18.25
17.42
16.55
15.68
24.366
14.78
13.90
13.04
12.20
11.39
10.62
9.89
24.538
9.19
8.53
7.88
7.31
6.77
6.26
5.79
24.710
5.35
4.94
4.56
4.22
3.89
3.59
3.24
24.882
2.98
2.75
2.54
2.35
2.18
2.00
1.78
25.054
1.65
1.53
1.42
1.31
1.20
1.10
1.02
25.226
0.95
0.89
0.82
0.76
0.67
0.62
0.53
25.398
0.50
0.46
0.43
0.40
0.37
0.30
0.28
WinTR-20 Version 1.10
Page
42
10/01/2018
17:11
Duke
no project subtitle
provided
Line
Start Time ------------
Flow
Values @
time increment
of 0.025
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
25.570
0.26
0.24
0.23
0.21
0.20
0.18
0.17
WinTR-55, Version
1.00.10
Page
44
10/1/2018
5:12:16 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
(continued)
STORM 100 -Yr
SUB -AREA:
DA -1 Outlet
.0682
45.
.534
DA -2 Outlet
.08236
54.
.567
DA -3 Outlet
.03966
51.
.487
25.741
0.16
0.15
0.14
0.13
0.12
0.11
0.11
25.913
0.10
0.09
0.09
0.08
0.07
0.07
0.06
26.085
0.06
0.05
STORM 1 -Yr
Area or
Drainage Rain
Gage
Runoff ------------
Peak Flow
------------
Reach
Area ID
or
Amount Elevation
Time
Rate
Rate
Identifier
(sq mi) Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -1
0.068
0.025
17.17
0.13
1.95
Line
Start Time
------------
Flow
Values @ time
increment
of 0.034
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
14.778
0.05
0.06
0.06
0.06
0.07
0.07
0.07
15.014
0.08
0.08
0.08
0.09
0.09
0.09
0.09
15.250
0.10
0.10
0.10
0.10
0.10
0.11
0.11
15.486
0.11
0.11
0.11
0.11
0.12
0.12
0.12
15.722
0.12
0.12
0.12
0.12
0.12
0.12
0.12
15.958
0.13
0.13
0.13
0.13
0.13
0.13
0.13
16.194
0.13
0.13
0.13
0.13
0.13
0.13
0.13
16.431
0.13
0.13
0.13
0.13
0.13
0.13
0.13
16.667
0.13
0.13
0.13
0.13
0.13
0.13
0.13
16.903
0.13
0.13
0.13
0.13
0.13
0.13
0.13
17.139
0.13
0.13
0.13
0.13
0.13
0.13
0.13
17.375
0.13
0.13
0.13
0.13
0.13
0.13
0.13
17.611
0.13
0.13
0.13
0.13
0.13
0.13
0.13
17.847
0.13
0.13
0.13
0.13
0.13
0.13
0.13
18.083
0.13
0.12
0.12
0.12
0.12
0.12
0.12
18.319
0.12
0.12
0.12
0.12
0.12
0.12
0.12
18.555
0.12
0.12
0.12
0.12
0.12
0.12
0.12
18.791
0.12
0.12
0.12
0.12
0.12
0.12
0.12
19.027
0.12
0.12
0.12
0.12
0.12
0.12
0.12
19.264
0.12
0.12
0.12
0.12
0.12
0.12
0.12
19.500
0.12
0.12
0.12
0.12
0.12
0.12
0.12
19.736
0.12
0.12
0.12
0.12
0.12
0.12
0.12
19.972
0.12
0.12
0.12
0.12
0.12
0.12
0.12
20.208
0.12
0.12
0.12
0.12
0.12
0.12
0.12
20.444
0.12
0.12
0.12
0.12
0.12
0.12
0.12
20.680
0.12
0.12
0.12
0.12
0.12
0.12
0.12
20.916
0.12
0.12
0.12
0.12
0.12
0.12
0.12
21.152
0.12
0.12
0.12
0.12
0.12
0.12
0.12
21.388
0.12
0.12
0.12
0.12
0.12
0.12
0.12
21.624
0.12
0.12
0.12
0.12
0.12
0.12
0.12
21.860
0.12
0.12
0.12
0.12
0.12
0.12
0.12
22.097
0.12
0.12
0.11
0.11
0.11
0.11
0.11
22.333
0.11
0.11
0.11
0.11
0.11
0.11
0.11
22.569
0.11
0.11
0.11
0.11
0.11
0.11
0.11
WinTR-20 Version 1.10
Page 43
10/01/2018
17:11
Duke
no project subtitle
provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.034
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
WinTR-55, Version 1.00.10
Page 45
10/1/2018
5:12:16 PM

WinTR-20 Printed Page
File
Beginning of
Input Data
List
TR20.inp
WinTR-20: Version 1.10
0
0
0.05
(continued)
no project
subtitle provided
STORM 1 -Yr
SUB -AREA:
DA -1 Outlet
.0682
45.
.534
DA -2 Outlet
.08236
54.
.567
DA -3 Outlet
.03966
51.
.487
22.805
0.11
0.11
0.11
0.11
0.11
0.11
0.11
23.041
0.11
0.11
0.11
0.11
0.11
0.11
0.11
23.277
0.11
0.11
0.11
0.11
0.11
0.11
0.11
23.513
0.11
0.11
0.11
0.11
0.11
0.11
0.11
23.749
0.10
0.10
0.10
0.10
0.10
0.10
0.10
23.985
0.10
0.10
0.10
0.10
0.10
0.09
0.09
24.221
0.08
0.08
0.07
0.06
0.06
Area or
Drainage
Rain Gage
Runoff ------------
Peak Flow ------------
Reach
Area
ID or
Amount Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -2
0.082
0.176
12.76
2.03
24.65
Line
Start Time
------------
Flow
Values @ time
increment
of 0.036
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.220
0.07
0.13
0.22
0.35
0.51
0.69
0.90
12.470
1.11
1.31
1.50
1.67
1.81
1.91
1.98
12.721
2.02
2.03
2.02
2.00
1.97
1.93
1.90
12.972
1.86
1.83
1.79
1.76
1.73
1.70
1.67
13.222
1.64
1.61
1.58
1.56
1.54
1.52
1.50
13.473
1.48
1.47
1.46
1.45
1.44
1.43
1.42
13.724
1.41
1.40
1.40
1.39
1.38
1.37
1.36
13.974
1.35
1.34
1.33
1.32
1.31
1.30
1.29
14.225
1.29
1.28
1.27
1.26
1.25
1.24
1.24
14.476
1.23
1.22
1.22
1.21
1.21
1.20
1.20
14.726
1.19
1.19
1.18
1.17
1.17
1.16
1.16
14.977
1.15
1.15
1.14
1.14
1.13
1.12
1.12
15.228
1.11
1.10
1.10
1.09
1.08
1.07
1.07
15.478
1.06
1.05
1.04
1.04
1.03
1.02
1.01
15.729
1.00
0.99
0.99
0.98
0.97
0.96
0.95
15.980
0.94
0.93
0.92
0.91
0.90
0.89
0.88
16.230
0.87
0.87
0.86
0.85
0.84
0.83
0.83
16.481
0.82
0.82
0.81
0.80
0.80
0.79
0.79
16.732
0.78
0.78
0.78
0.77
0.77
0.76
0.76
16.982
0.75
0.75
0.74
0.74
0.74
0.73
0.73
17.233
0.72
0.72
0.71
0.71
0.70
0.70
0.69
17.484
0.69
0.68
0.68
0.68
0.67
0.67
0.66
17.734
0.66
0.65
0.65
0.64
0.64
0.63
0.63
17.985
0.62
0.62
0.61
0.61
0.60
0.60
0.59
18.236
0.59
0.58
0.58
0.57
0.57
0.57
0.56
18.486
0.56
0.56
0.56
0.55
0.55
0.55
0.55
18.737
0.55
0.54
0.54
0.54
0.54
0.54
0.54
18.988
0.54
0.53
0.53
0.53
0.53
0.53
0.53
19.238
0.53
0.53
0.52
0.52
0.52
0.52
0.52
19.489
0.52
0.52
0.51
0.51
0.51
0.51
0.51
19.740
0.51
0.51
0.50
0.50
0.50
0.50
0.50
19.990
0.50
0.50
0.49
0.49
0.49
0.49
0.49
20.241
0.49
0.49
0.48
0.48
0.48
0.48
0.48
WinTR-20 Version 1.10
Page 44
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Duke
no project subtitle
provided
Line
WinTR-55, Version 1.00.10 Page 46 10/1/2018 5:12:16 PM

WinTR-20 Printed Page File
Beginning of
Input Data
List
TR20.inp
WinTR-20: Version 1.10
0
0
0.05
(continued)
no project
subtitle provided
STORM 1-Yr
SUB-AREA:
DA-1 Outlet
.0682
45.
.534
DA-2 Outlet
.08236
54.
.567
DA-3 Outlet
.03966
51.
.487
Start Time
------------
Flow
Values @ time
increment
of 0.036
hr------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
20.492
0.48
0.48
0.48
0.48
0.47
0.47
0.47
20.743
0.47
0.47
0.47
0.47
0.47
0.46
0.46
20.993
0.46
0.46
0.46
0.46
0.46
0.46
0.46
21.244
0.46
0.45
0.45
0.45
0.45
0.45
0.45
21.495
0.45
0.45
0.44
0.44
0.44
0.44
0.44
21.745
0.44
0.44
0.44
0.44
0.43
0.43
0.43
21.996
0.43
0.43
0.43
0.43
0.43
0.42
0.42
22.247
0.42
0.42
0.42
0.42
0.42
0.42
0.41
22.497
0.41
0.41
0.41
0.41
0.41
0.41
0.41
22.748
0.40
0.40
0.40
0.40
0.40
0.40
0.40
22.999
0.40
0.39
0.39
0.39
0.39
0.39
0.39
23.249
0.39
0.39
0.38
0.38
0.38
0.38
0.38
23.500
0.38
0.38
0.37
0.37
0.37
0.37
0.37
23.751
0.37
0.37
0.37
0.36
0.36
0.36
0.36
24.001
0.36
0.36
0.35
0.35
0.34
0.32
0.30
24.252
0.28
0.26
0.23
0.20
0.18
0.15
0.13
24.503
0.11
0.09
0.08
0.07
0.06
Area or
Drainage Rain
Gage
Runoff------------
Peak Flow
------------
Reach
Area ID
or
Amount Elevation
Time
Rate
Rate
Identifier
(sq mi) Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA-3
0.040
0.112
13.83
0.41
10.21
Line
Start Time
------------
Flow
Values @ time
increment
of 0.031
hr------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.444
0.05
0.08
0.10
0.14
0.17
0.20
0.23
12.659
0.26
0.28
0.30
0.32
0.34
0.35
0.36
12.874
0.36
0.37
0.38
0.38
0.38
0.39
0.39
13.089
0.39
0.39
0.39
0.40
0.40
0.39
0.39
13.305
0.39
0.39
0.40
0.40
0.40
0.40
0.40
13.520
0.40
0.40
0.40
0.40
0.40
0.40
0.40
13.735
0.40
0.40
0.40
0.41
0.40
0.40
0.40
13.951
0.40
0.40
0.40
0.40
0.40
0.40
0.40
14.166
0.40
0.40
0.39
0.39
0.39
0.39
0.39
14.381
0.39
0.39
0.39
0.39
0.39
0.39
0.39
14.597
0.38
0.38
0.38
0.38
0.38
0.38
0.38
14.812
0.38
0.38
0.38
0.38
0.38
0.38
0.38
15.027
0.37
0.37
0.37
0.37
0.37
0.37
0.37
15.243
0.37
0.36
0.36
0.36
0.36
0.36
0.36
15.458
0.35
0.35
0.35
0.35
0.35
0.34
0.34
15.673
0.34
0.34
0.34
0.33
0.33
0.33
0.33
15.888
0.32
0.32
0.32
0.32
0.31
0.31
0.31
16.104
0.31
0.30
0.30
0.30
0.30
0.29
0.29
16.319
0.29
0.29
0.29
0.29
0.28
0.28
0.28
16.534
0.28
0.28
0.28
0.28
0.27
0.27
0.27
16.750
0.27
0.27
0.27
0.27
0.27
0.27
0.26
16.965
0.26
0.26
0.26
0.26
0.26
0.26
0.26
17.180
0.25
0.25
0.25
0.25
0.25
0.25
0.25
WinTR-20 Version 1.10
Page 45
10/01/2018
17:11
Duke
no project subtitle
provided
WinTR-55, Version 1.00.10
Page 47
10/1/2018
5:12:16 PM

WinTR-20 Printed Page
File
Beginning of
Input Data
List
TR20.inp
WinTR-20: Version 1.10
0
0
0.05
(continued)
no project
subtitle provided
STORM
1 -Yr
SUB -AREA:
DA -1 Outlet
.0682
45.
.534
DA -2 Outlet
.08236
54.
.567
DA -3 Outlet
.03966
51.
.487
Line
Start Time
------------
Flow
Values @ time
increment
of 0.031
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
17.396
0.25
0.24
0.24
0.24
0.24
0.24
0.24
17.611
0.24
0.24
0.23
0.23
0.23
0.23
0.23
17.826
0.23
0.23
0.22
0.22
0.22
0.22
0.22
18.042
0.22
0.21
0.21
0.21
0.21
0.21
0.21
18.257
0.21
0.21
0.20
0.20
0.20
0.20
0.20
18.472
0.20
0.20
0.20
0.20
0.20
0.20
0.20
18.687
0.20
0.20
0.20
0.20
0.20
0.19
0.19
18.903
0.19
0.19
0.19
0.19
0.19
0.19
0.19
19.118
0.19
0.19
0.19
0.19
0.19
0.19
0.19
19.333
0.19
0.19
0.19
0.19
0.19
0.19
0.19
19.549
0.19
0.19
0.19
0.19
0.18
0.18
0.18
19.764
0.18
0.18
0.18
0.18
0.18
0.18
0.18
19.979
0.18
0.18
0.18
0.18
0.18
0.18
0.18
20.195
0.18
0.18
0.18
0.18
0.18
0.18
0.18
20.410
0.18
0.18
0.18
0.17
0.17
0.17
0.17
20.625
0.17
0.17
0.17
0.17
0.17
0.17
0.17
20.840
0.17
0.17
0.17
0.17
0.17
0.17
0.17
21.056
0.17
0.17
0.17
0.17
0.17
0.17
0.17
21.271
0.17
0.17
0.17
0.17
0.17
0.17
0.16
21.486
0.16
0.16
0.16
0.16
0.16
0.16
0.16
21.702
0.16
0.16
0.16
0.16
0.16
0.16
0.16
21.917
0.16
0.16
0.16
0.16
0.16
0.16
0.16
22.132
0.16
0.16
0.16
0.16
0.16
0.16
0.16
22.348
0.15
0.15
0.15
0.15
0.15
0.15
0.15
22.563
0.15
0.15
0.15
0.15
0.15
0.15
0.15
22.778
0.15
0.15
0.15
0.15
0.15
0.15
0.15
22.994
0.15
0.15
0.15
0.15
0.15
0.14
0.14
23.209
0.14
0.14
0.14
0.14
0.14
0.14
0.14
23.424
0.14
0.14
0.14
0.14
0.14
0.14
0.14
23.639
0.14
0.14
0.14
0.14
0.14
0.14
0.14
23.855
0.14
0.13
0.13
0.13
0.13
0.13
0.13
24.070
0.13
0.13
0.12
0.12
0.11
0.10
0.09
24.285
0.08
0.07
0.06
0.06
Area or
Drainage
Rain Gage
Runoff ------------
Peak Flow ------------
Reach
Area
ID or
Amount Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -4
0.145
0.441
12.80
14.12
97.45
Line
Start Time
------------
Flow
Values @ time
increment
of 0.060
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.017
0.16
0.44
0.95
1.74
2.85
4.29
5.96
12.439
7.72
9.42
10.94
12.21
13.18
13.82
14.12
12.860
14.11
13.83
13.33
12.72
12.08
11.43
10.80
13.281
10.21
9.66
9.15
8.70
8.30
7.93
7.60
13.703
7.30
7.03
6.79
6.58
6.38
6.20
6.03
14.124
5.87
5.73
5.59
5.46
5.33
5.22
5.11
14.545
5.01
4.91
4.83
4.74
4.66
4.59
4.51
WinTR-20 Version 1.10
Page 46
10/01/2018
17:11
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WinTR-20
Printed
Page File
Beginning of Input Data
List
TR20.inp
Flow ------------
(cfs)
(cfs)
(cfs)
WinTR-20:
Version
1.10
0 0
0.05
no project
subtitle
provided
4.19
4.13
4.08
4.02
3.96
STORM 1 -Yr
3.85
SUB -AREA:
3.74
3.68
3.63
3.57
3.51
DA -1
Outlet
.0682 45.
.534
3.22
DA -2
Outlet
.08236 54.
.567
2.94
DA -3
Outlet
.03966 51.
.487
2.72
2.68
2.65
Duke
2.58
2.55
2.52
no
project subtitle provided
2.43
Line
Start Time
(hr)
14.966
15.388
15.809
16.230
16.652
17.073
17.494
17.916
18.337
18.758
19.180
19.601
20.022
20.444
20.865
21.286
21.708
22.129
22.550
22.972
23.393
23.814
24.236
24.657
25.078
25.500
(continued)
------------
Flow
Values @ time
increment
of 0.060
hr------------
Flow ------------
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
4.44
4.38
4.31
4.25
4.19
4.13
4.08
4.02
3.96
3.91
3.85
3.80
3.74
3.68
3.63
3.57
3.51
3.45
3.40
3.34
3.28
3.22
3.16
3.10
3.05
2.99
2.94
2.89
2.85
2.80
2.76
2.72
2.68
2.65
2.61
2.58
2.55
2.52
2.49
2.46
2.43
2.40
2.37
2.34
2.31
2.28
2.25
2.22
2.19
2.16
2.13
2.10
2.07
2.04
2.01
1.98
1.96
1.93
1.90
1.88
1.86
1.84
1.82
1.80
1.78
1.77
1.76
1.74
1.73
1.72
1.71
1.70
1.69
1.68
1.67
1.66
1.65
1.64
1.63
1.62
1.61
1.60
1.60
1.59
1.58
1.57
1.56
1.55
1.54
1.53
1.53
1.52
1.51
1.50
1.49
1.49
1.48
1.47
1.46
1.46
1.45
1.44
1.44
1.43
1.42
1.42
1.41
1.40
1.40
1.39
1.38
1.38
1.37
1.36
1.36
1.35
1.34
1.34
1.33
1.32
1.32
1.31
1.30
1.29
1.29
1.28
1.27
1.27
1.26
1.25
1.25
1.24
1.23
1.23
1.22
1.21
1.20
1.20
1.19
1.18
1.18
1.17
1.16
1.15
1.15
1.14
1.13
1.13
1.12
1.11
1.10
1.09
1.08
1.06
1.03
0.99
0.93
0.86
0.79
0.71
0.63
0.55
0.48
0.41
0.34
0.29
0.24
0.21
0.18
0.15
0.13
0.11
0.09
0.08
0.07
0.06
Area or
Drainage
Rain Gage
Runoff
------------
Peak
Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -5
0.021
0.0
13.97
0.0
0.0
DA -6
0.057
0.112
13.82
0.58
10.22
Line
Start Time
------------
Flow
Values @ time
increment
of 0.029 hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.431
0.07
0.10
0.15
0.19
0.24
0.28
0.33
12.633
0.37
0.41
0.44
0.46
0.48
0.50
0.51
12.836
0.52
0.53
0.54
0.55
0.55
0.56
0.56
13.038
0.56
0.57
0.57
0.57
0.57
0.57
0.57
13.241
0.57
0.57
0.57
0.57
0.57
0.57
0.57
13.443
0.57
0.57
0.57
0.57
0.58
0.58
0.58
13.646
0.58
0.58
0.58
0.58
0.58
0.58
0.58
13.848
0.58
0.58
0.58
0.58
0.58
0.58
0.58
14.051
0.57
0.57
0.57
0.57
0.57
0.57
0.56
14.253
0.56
0.56
0.56
0.56
0.56
0.56
0.56
14.456
0.56
0.55
0.55
0.55
0.55
0.55
0.55
14.658
0.55
0.55
0.55
0.55
0.55
0.55
0.54
14.861
0.54
0.54
0.54
0.54
0.54
0.54
0.54
WinTR-55, Version 1.00.10 Page 49 10/1/2018 5:12:16 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
(continued)
WinTR-55, Version 1.00.10 Page 50 10/1/2018 5:12:16 PM
STORM 1 -Yr
SUB -AREA:
DA -1
Outlet
.0682
45.
.534
DA -2
Outlet
.08236
54.
.567
DA -3
Outlet
.03966
51.
.487
WinTR-20 Version 1.10
Page 47
10/01/2018
17:11
Duke
no project subtitle
provided
Line
Start Time ------------
Flow
Values @ time
increment
of 0.029
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
15.063
0.53
0.53
0.53
0.53
0.53
0.53
0.52
15.266
0.52
0.52
0.52
0.52
0.51
0.51
0.51
15.468
0.51
0.50
0.50
0.50
0.50
0.49
0.49
15.670
0.49
0.48
0.48
0.48
0.48
0.47
0.47
15.873
0.47
0.46
0.46
0.46
0.45
0.45
0.44
16.075
0.44
0.44
0.43
0.43
0.43
0.42
0.42
16.278
0.42
0.42
0.41
0.41
0.41
0.41
0.40
16.480
0.40
0.40
0.40
0.40
0.40
0.39
0.39
16.683
0.39
0.39
0.39
0.39
0.38
0.38
0.38
16.885
0.38
0.38
0.38
0.38
0.37
0.37
0.37
17.088
0.37
0.37
0.37
0.36
0.36
0.36
0.36
17.290
0.36
0.36
0.35
0.35
0.35
0.35
0.35
17.493
0.35
0.34
0.34
0.34
0.34
0.34
0.33
17.695
0.33
0.33
0.33
0.33
0.32
0.32
0.32
17.898
0.32
0.32
0.31
0.31
0.31
0.31
0.31
18.100
0.30
0.30
0.30
0.30
0.30
0.30
0.29
18.303
0.29
0.29
0.29
0.29
0.29
0.29
0.29
18.505
0.29
0.28
0.28
0.28
0.28
0.28
0.28
18.708
0.28
0.28
0.28
0.28
0.28
0.28
0.28
18.910
0.28
0.28
0.28
0.28
0.28
0.28
0.28
19.113
0.27
0.27
0.27
0.27
0.27
0.27
0.27
19.315
0.27
0.27
0.27
0.27
0.27
0.27
0.27
19.518
0.27
0.27
0.27
0.27
0.27
0.27
0.26
19.720
0.26
0.26
0.26
0.26
0.26
0.26
0.26
19.923
0.26
0.26
0.26
0.26
0.26
0.26
0.26
20.125
0.26
0.26
0.26
0.25
0.25
0.25
0.25
20.328
0.25
0.25
0.25
0.25
0.25
0.25
0.25
20.530
0.25
0.25
0.25
0.25
0.25
0.25
0.25
20.733
0.25
0.25
0.25
0.25
0.25
0.24
0.24
20.935
0.24
0.24
0.24
0.24
0.24
0.24
0.24
21.138
0.24
0.24
0.24
0.24
0.24
0.24
0.24
21.340
0.24
0.24
0.24
0.24
0.24
0.24
0.24
21.543
0.24
0.23
0.23
0.23
0.23
0.23
0.23
21.745
0.23
0.23
0.23
0.23
0.23
0.23
0.23
21.948
0.23
0.23
0.23
0.23
0.23
0.23
0.23
22.150
0.23
0.22
0.22
0.22
0.22
0.22
0.22
22.352
0.22
0.22
0.22
0.22
0.22
0.22
0.22
22.555
0.22
0.22
0.22
0.22
0.22
0.22
0.22
22.757
0.21
0.21
0.21
0.21
0.21
0.21
0.21
22.960
0.21
0.21
0.21
0.21
0.21
0.21
0.21
23.162
0.21
0.21
0.21
0.21
0.20
0.20
0.20
23.365
0.20
0.20
0.20
0.20
0.20
0.20
0.20
23.567
0.20
0.20
0.20
0.20
0.20
0.20
0.20
23.770
0.20
0.19
0.19
0.19
0.19
0.19
0.19
23.972
0.19
0.19
0.19
0.19
0.18
0.18
0.17
24.175
0.16
0.15
0.14
0.12
0.11
0.10
0.08
24.377
0.07
0.06
0.05
WinTR-55, Version 1.00.10 Page 50 10/1/2018 5:12:16 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
(continued)
WinTR-55, Version 1.00.10 Page 51 10/1/2018 5:12:16 PM
STORM 1 -Yr
SUB -AREA:
DA -1 Outlet
.0682
45.
.534
DA -2 Outlet
.08236
54.
.567
DA -3 Outlet
.03966
51.
.487
WinTR-20 Version 1.10
Page 48
10/01/2018
17:11
Duke
no project subtitle
provided
Area or
Drainage
Rain Gage
Runoff ------------
Peak Flow ------------
Reach
Area
ID or
Amount Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -7
0.060
0.0
24.00
0.0
0.0
DA -8
0.077
0.406
12.68
7.53
98.31
Line
Start Time
------------
Flow
Values @ time
increment
of 0.047
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.018
0.09
0.23
0.48
0.87
1.41
2.11
2.93
12.349
3.81
4.67
5.47
6.17
6.74
7.16
7.42
12.679
7.53
7.47
7.30
7.04
6.74
6.42
6.10
13.010
5.78
5.47
5.19
4.92
4.68
4.46
4.26
13.341
4.08
3.92
3.77
3.63
3.51
3.40
3.31
13.672
3.22
3.14
3.07
3.01
2.94
2.89
2.83
14.002
2.78
2.74
2.69
2.64
2.60
2.56
2.51
14.333
2.47
2.43
2.40
2.36
2.33
2.30
2.28
14.664
2.25
2.23
2.20
2.18
2.16
2.14
2.12
14.994
2.10
2.08
2.06
2.03
2.01
1.99
1.97
15.325
1.95
1.93
1.91
1.89
1.87
1.85
1.83
15.656
1.81
1.78
1.76
1.74
1.72
1.69
1.67
15.986
1.65
1.62
1.60
1.58
1.55
1.53
1.51
16.317
1.49
1.47
1.45
1.43
1.41
1.39
1.37
16.648
1.36
1.34
1.33
1.32
1.30
1.29
1.28
16.978
1.27
1.26
1.24
1.23
1.22
1.21
1.20
17.309
1.19
1.18
1.16
1.15
1.14
1.13
1.12
17.640
1.11
1.10
1.09
1.07
1.06
1.05
1.04
17.971
1.03
1.02
1.01
0.99
0.98
0.97
0.96
18.301
0.95
0.94
0.93
0.92
0.91
0.91
0.90
18.632
0.89
0.89
0.88
0.88
0.87
0.87
0.86
18.963
0.86
0.85
0.85
0.85
0.84
0.84
0.84
19.293
0.83
0.83
0.83
0.82
0.82
0.82
0.81
19.624
0.81
0.81
0.80
0.80
0.80
0.79
0.79
19.955
0.79
0.78
0.78
0.78
0.77
0.77
0.77
20.285
0.76
0.76
0.76
0.75
0.75
0.75
0.74
20.616
0.74
0.74
0.74
0.73
0.73
0.73
0.72
20.947
0.72
0.72
0.72
0.71
0.71
0.71
0.71
21.278
0.70
0.70
0.70
0.70
0.69
0.69
0.69
21.608
0.69
0.68
0.68
0.68
0.67
0.67
0.67
21.939
0.67
0.66
0.66
0.66
0.66
0.65
0.65
22.270
0.65
0.65
0.64
0.64
0.64
0.63
0.63
22.600
0.63
0.63
0.62
0.62
0.62
0.62
0.61
22.931
0.61
0.61
0.60
0.60
0.60
0.60
0.59
23.262
0.59
0.59
0.58
0.58
0.58
0.58
0.57
23.592
0.57
0.57
0.56
0.56
0.56
0.56
0.55
23.923
0.55
0.55
0.54
0.54
0.53
0.52
0.50
24.254
0.48
0.45
0.41
0.38
0.34
0.30
0.26
24.584
0.22
0.19
0.16
0.13
0.11
0.10
0.08
24.915
0.07
0.06
0.05
WinTR-55, Version 1.00.10 Page 51 10/1/2018 5:12:16 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
(continued)
STORM 1 -Yr
SUB -AREA:
DA -1 Outlet
.0682
45.
.534
DA -2 Outlet
.08236
54.
.567
DA -3 Outlet
.03966
51.
.487
WinTR-20 Version 1.10
Page
49
10/01/2018
17:11
Duke
no project subtitle
provided
Area or
Drainage Rain
Gage
Runoff
------------
Peak Flow
------------
Reach
Area ID
or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi) Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -9
0.044
0.176
12.95
0.97
22.09
Line
Start Time
------------
Flow
Values @ time
increment
of 0.048
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.318
0.08
0.13
0.21
0.30
0.40
0.51
0.61
12.657
0.71
0.79
0.86
0.91
0.94
0.96
0.97
12.996
0.96
0.95
0.94
0.93
0.91
0.90
0.88
13.334
0.86
0.85
0.84
0.82
0.81
0.80
0.79
13.673
0.78
0.78
0.77
0.76
0.75
0.75
0.74
14.012
0.74
0.73
0.72
0.72
0.71
0.70
0.70
14.350
0.69
0.68
0.68
0.67
0.67
0.66
0.66
14.689
0.65
0.65
0.64
0.64
0.63
0.63
0.63
15.027
0.62
0.62
0.61
0.61
0.60
0.60
0.59
15.366
0.59
0.59
0.58
0.58
0.57
0.56
0.56
15.705
0.55
0.55
0.54
0.54
0.53
0.52
0.52
16.043
0.51
0.50
0.50
0.49
0.48
0.48
0.47
16.382
0.47
0.46
0.45
0.45
0.44
0.44
0.44
16.721
0.43
0.43
0.42
0.42
0.42
0.41
0.41
17.059
0.41
0.40
0.40
0.40
0.39
0.39
0.39
17.398
0.38
0.38
0.38
0.37
0.37
0.37
0.36
17.737
0.36
0.36
0.35
0.35
0.35
0.34
0.34
18.075
0.33
0.33
0.33
0.32
0.32
0.32
0.31
18.414
0.31
0.31
0.31
0.30
0.30
0.30
0.30
18.753
0.30
0.29
0.29
0.29
0.29
0.29
0.29
19.091
0.29
0.29
0.28
0.28
0.28
0.28
0.28
19.430
0.28
0.28
0.28
0.28
0.28
0.27
0.27
19.769
0.27
0.27
0.27
0.27
0.27
0.27
0.27
20.107
0.26
0.26
0.26
0.26
0.26
0.26
0.26
20.446
0.26
0.26
0.26
0.26
0.25
0.25
0.25
20.785
0.25
0.25
0.25
0.25
0.25
0.25
0.25
21.123
0.25
0.25
0.24
0.24
0.24
0.24
0.24
21.462
0.24
0.24
0.24
0.24
0.24
0.24
0.24
21.801
0.23
0.23
0.23
0.23
0.23
0.23
0.23
22.139
0.23
0.23
0.23
0.23
0.23
0.22
0.22
22.478
0.22
0.22
0.22
0.22
0.22
0.22
0.22
22.816
0.22
0.22
0.21
0.21
0.21
0.21
0.21
23.155
0.21
0.21
0.21
0.21
0.21
0.21
0.20
23.494
0.20
0.20
0.20
0.20
0.20
0.20
0.20
23.832
0.20
0.20
0.19
0.19
0.19
0.19
0.19
24.171
0.18
0.18
0.17
0.16
0.14
0.13
0.12
24.510
0.10
0.09
0.08
0.07
0.05
Area or
Drainage Rain
Gage
Runoff
------------
Peak Flow
------------
Reach
Area ID
or
Amount
Elevation
Time
Rate
Rate
WinTR-55, Version 1.00.10
Page
52
10/1/2018
5:12:16 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -1 Outlet
DA -2 Outlet
DA -3 Outlet
Identifier (sq mi) Location
DA -10 0.036
Beginning of Input Data List
0 0 0.05
(continued)
STORM 1 -Yr
.0682 45. .534
.08236 54. .567
.03966 51. .487
(in) (ft) (hr) (cfs) (csm)
0.252 12.67 1.76 48.99
WinTR-20 Version 1.10 Page 50 10/01/2018 17:11
Duke
no project subtitle provided
Line
Start Time
(hr)
12.149
12.409
12.670
12.931
13.192
13.453
13.714
13.974
14.235
14.496
14.757
15.018
15.279
15.540
15.800
16.061
16.322
16.583
16.844
17.105
17.365
17.626
17.887
18.148
18.409
18.670
18.930
19.191
19.452
19.713
19.974
20.235
20.496
20.756
21.017
21.278
21.539
21.800
22.061
22.321
22.582
22.843
23.104
23.365
------------
Flow
Values @ time ii
(cfs)
(cfs)
(cfs) (c
0.07
0.14
0.24
1.06
1.24
1.40
1.76
1.75
1.72
1.46
1.40
1.35
1.15
1.12
1.09
0.98
0.96
0.95
0.89
0.88
0.87
0.83
0.82
0.81
0.77
0.76
0.76
0.73
0.72
0.72
0.70
0.69
0.69
0.67
0.66
0.66
0.64
0.63
0.63
0.60
0.60
0.59
0.56
0.56
0.55
0.52
0.52
0.51
0.48
0.48
0.47
0.45
0.45
0.45
0.43
0.43
0.43
0.41
0.41
0.41
0.39
0.39
0.39
0.37
0.37
0.37
0.35
0.35
0.35
0.33
0.33
0.32
0.31
0.31
0.31
0.30
0.30
0.30
0.30
0.29
0.29
0.29
0.29
0.29
0.28
0.28
0.28
0.28
0.28
0.28
0.27
0.27
0.27
0.27
0.26
0.26
0.26
0.26
0.26
0.26
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.24
0.24
0.24
0.24
0.24
0.24
0.23
0.23
0.23
0.23
0.23
0.23
0.22
0.22
0.22
0.22
0.22
0.22
0.21
0.21
0.21
0.21
0.21
0.20
0.20
icrement
of 0.037
hr------------
:fs)
(cfs)
(cfs)
(cfs)
1.36
0.52
0.70
0.88
..53
1.64
1.71
1.75
..68
1.62
1.57
1.51
..31
1.27
1.23
1.19
..06
1.04
1.02
1.00
1.93
0.92
0.91
0.90
1.86
0.85
0.85
0.84
1.80
0.80
0.79
0.78
1.75
0.74
0.74
0.73
1.71
0.71
0.70
0.70
1.68
0.68
0.68
0.67
1.65
0.65
0.64
0.64
1.62
0.62
0.61
0.61
1.58
0.58
0.57
0.57
1.55
0.54
0.53
0.53
1.50
0.50
0.49
0.49
1.47
0.46
0.46
0.46
1.44
0.44
0.44
0.43
1.42
0.42
0.42
0.41
1.40
0.40
0.40
0.40
1.38
0.38
0.38
0.38
1.36
0.36
0.36
0.35
1.34
0.34
0.34
0.33
1.32
0.32
0.32
0.31
1.31
0.31
0.30
0.30
1.30
0.30
0.30
0.30
1.29
0.29
0.29
0.29
1.29
0.29
0.29
0.28
1.28
0.28
0.28
0.28
1.28
0.27
0.27
0.27
1.27
0.27
0.27
0.27
1.26
0.26
0.26
0.26
1.26
0.26
0.26
0.26
1.25
0.25
0.25
0.25
1.25
0.25
0.25
0.25
1.24
0.24
0.24
0.24
1.24
0.24
0.24
0.24
1.23
0.23
0.23
0.23
1.23
0.23
0.23
0.23
1.22
0.22
0.22
0.22
1.22
0.22
0.22
0.22
1.21
0.21
0.21
0.21
1.21
0.21
0.21
0.21
1.20
0.20
0.20
0.20
WinTR-55, Version 1.00.10 Page 53 10/1/2018 5:12:16 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
(continued)
WinTR-55, Version 1.00.10 Page 54 10/1/2018 5:12:16 PM
STORM 1 -Yr
SUB -AREA:
DA -1 Outlet
.0682
45.
.534
DA -2 Outlet
.08236
54.
.567
DA -3 Outlet
.03966
51.
.487
23.626
0.20
0.20
0.20
0.20
0.20
0.20
0.20
23.886
0.19
0.19
0.19
0.19
0.19
0.19
0.19
24.147
0.18
0.17
0.16
0.15
0.14
0.12
0.11
24.408
0.10
0.08
0.07
0.06
0.05
WinTR-20 Version 1.10
Page
51
10/01/2018
17:11
Duke
no project subtitle
provided
Area or
Drainage
Rain Gage
Runoff
------------
Peak Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
OUTLET
0.630
0.220
12.79
26.69
42.40
Line
Start Time
------------
Flow
Values @ time
increment
of 0.025
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
11.978
0.07
0.18
0.33
0.51
0.74
1.07
1.47
12.150
1.99
2.61
3.28
4.20
5.16
6.26
7.49
12.322
8.78
10.17
11.58
13.02
14.51
16.01
17.41
12.494
18.79
20.07
21.28
22.40
23.38
24.23
24.96
12.666
25.56
26.05
26.37
26.58
26.69
26.69
26.62
12.838
26.44
26.21
25.92
25.58
25.20
24.78
24.34
13.010
23.88
23.42
22.95
22.49
22.03
21.57
21.12
13.182
20.68
20.25
19.84
19.44
19.05
18.68
18.32
13.354
17.98
17.65
17.34
17.04
16.75
16.49
16.23
13.526
15.99
15.76
15.53
15.33
15.13
14.93
14.75
13.698
14.57
14.41
14.25
14.09
13.94
13.80
13.66
13.870
13.53
13.40
13.27
13.15
13.03
12.92
12.80
14.042
12.69
12.58
12.47
12.37
12.27
12.17
12.07
14.214
11.97
11.87
11.78
11.69
11.60
11.51
11.43
14.386
11.34
11.26
11.19
11.11
11.04
10.97
10.90
14.558
10.84
10.77
10.71
10.65
10.59
10.53
10.47
14.730
10.42
10.38
10.36
10.31
10.26
10.22
10.17
14.902
10.12
10.07
10.02
9.98
9.93
9.88
9.84
15.074
9.79
9.75
9.70
9.65
9.61
9.56
9.52
15.246
9.47
9.43
9.38
9.34
9.29
9.25
9.20
15.418
9.15
9.11
9.06
9.01
8.96
8.92
8.87
15.590
8.82
8.77
8.72
8.67
8.62
8.57
8.52
15.762
8.47
8.42
8.37
8.32
8.27
8.21
8.16
15.934
8.11
8.05
8.00
7.94
7.89
7.84
7.78
16.106
7.73
7.67
7.62
7.56
7.51
7.45
7.40
16.278
7.35
7.30
7.25
7.20
7.15
7.10
7.05
16.450
7.01
6.97
6.92
6.88
6.84
6.80
6.76
16.622
6.73
6.69
6.65
6.62
6.59
6.55
6.52
16.794
6.49
6.45
6.42
6.39
6.36
6.33
6.30
16.966
6.27
6.24
6.22
6.19
6.16
6.13
6.10
17.138
6.07
6.05
6.02
5.99
5.96
5.94
5.91
17.310
5.88
5.85
5.83
5.80
5.77
5.74
5.72
17.482
5.69
5.66
5.63
5.61
5.58
5.55
5.52
17.654
5.50
5.47
5.44
5.41
5.38
5.36
5.33
17.826
5.30
5.27
5.24
5.22
5.19
5.16
5.13
17.998
5.10
5.07
5.04
5.02
4.99
4.96
4.93
WinTR-55, Version 1.00.10 Page 54 10/1/2018 5:12:16 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
(continued)
WinTR-55, Version 1.00.10 Page 55 10/1/2018 5:12:16 PM
STORM 1 -Yr
SUB -AREA:
DA -1
Outlet
.0682
45.
.534
DA -2
Outlet
.08236
54.
.567
DA -3
Outlet
.03966
51.
.487
18.170
4.90
4.87
4.85
4.82
4.79
4.77
4.74
18.342
4.72
4.69
4.67
4.65
4.63
4.61
4.59
18.514
4.57
4.55
4.53
4.52
4.50
4.49
4.47
18.686
4.46
4.44
4.43
4.42
4.40
4.39
4.38
18.858
4.37
4.36
4.35
4.33
4.32
4.31
4.30
19.030
4.29
4.28
4.28
4.27
4.26
4.25
4.24
19.202
4.23
4.22
4.21
4.20
4.19
4.19
4.18
19.374
4.17
4.16
4.15
4.14
4.14
4.13
4.12
19.546
4.11
4.10
4.09
4.09
4.08
4.07
4.06
WinTR-20 Version 1.10
Page 52
10/01/2018
17:11
Duke
no project subtitle
provided
Line
Start Time ------------
Flow
Values @ time
increment
of 0.025
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
19.718
4.05
4.04
4.04
4.03
4.02
4.01
4.00
19.889
4.00
3.99
3.98
3.97
3.96
3.95
3.95
20.061
3.94
3.93
3.92
3.91
3.90
3.90
3.89
20.233
3.88
3.87
3.86
3.86
3.85
3.84
3.83
20.405
3.83
3.82
3.81
3.80
3.80
3.79
3.78
20.577
3.78
3.77
3.76
3.76
3.75
3.74
3.73
20.749
3.73
3.72
3.71
3.71
3.70
3.69
3.69
20.921
3.68
3.67
3.67
3.66
3.65
3.65
3.64
21.093
3.64
3.63
3.62
3.62
3.61
3.60
3.60
21.265
3.59
3.59
3.58
3.57
3.57
3.56
3.55
21.437
3.55
3.54
3.53
3.53
3.52
3.51
3.51
21.609
3.50
3.49
3.49
3.48
3.47
3.47
3.46
21.781
3.45
3.45
3.44
3.43
3.43
3.42
3.42
21.953
3.41
3.40
3.40
3.39
3.38
3.38
3.37
22.125
3.36
3.36
3.35
3.34
3.34
3.33
3.32
22.297
3.32
3.31
3.30
3.29
3.29
3.28
3.27
22.469
3.27
3.26
3.25
3.25
3.24
3.23
3.22
22.641
3.22
3.21
3.20
3.20
3.19
3.18
3.18
22.813
3.17
3.16
3.16
3.15
3.14
3.14
3.13
22.985
3.12
3.11
3.11
3.10
3.09
3.09
3.08
23.157
3.07
3.06
3.06
3.05
3.04
3.03
3.03
23.329
3.02
3.01
3.00
3.00
2.99
2.98
2.98
23.501
2.97
2.96
2.95
2.95
2.94
2.93
2.93
23.673
2.92
2.91
2.90
2.90
2.89
2.88
2.87
23.845
2.87
2.86
2.85
2.84
2.84
2.83
2.82
24.017
2.81
2.80
2.78
2.76
2.73
2.69
2.65
24.189
2.59
2.53
2.45
2.37
2.28
2.18
2.09
24.361
1.98
1.88
1.75
1.61
1.51
1.38
1.30
24.533
1.23
1.15
1.08
0.97
0.90
0.84
0.76
24.705
0.70
0.64
0.56
0.52
0.48
0.45
0.42
24.877
0.39
0.36
0.34
0.31
0.29
0.27
0.25
25.049
0.24
0.18
0.17
0.16
0.15
0.14
0.13
25.221
0.12
0.11
0.11
0.10
0.09
0.09
0.08
25.393
0.07
0.07
0.07
0.06
0.06
0.05
WinTR-55, Version 1.00.10 Page 55 10/1/2018 5:12:16 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -1 Outlet
DA -2 Outlet
DA -3 Outlet
Beginning of Input Data List
0
0
0.05
STORM
1 -Yr
-----------
.0682
45.
.534
.08236
54.
.567
.03966
51.
.487
(continued)
WinTR-20 Version 1.10 Page 53 10/01/2018 17:11
Duke
no project subtitle provided
Area or
Drainage
-----------
Peak
Flow by Storm
-----------
Reach
Area Alternate
2 -Yr
10 -Yr
100 -Yr
1 -Yr
Identifier
(sq mi)
(cfs)
(cfs)
(cfs)
(cfs) (cfs)
DA -1
0.068
0.66
11.20
56.24
0.13
DA -2
0.082
6.93
34.61
106.45
2.03
DA -3
0.040
2.00
13.72
47.85
0.41
DA -4
0.145
27.69
81.40
197.10
14.12
DA -5
0.021
0.21
3.89
19.85
0.0
DA -6
0.057
2.94
20.17
70.44
0.58
DA -7
0.060
0.0
1.42
20.28
0.0
DA -8
0.077
15.30
46.69
115.22
7.53
DA -9
0.044
3.19
15.81
48.80
0.97
DA -10
0.036
4.62
18.40
51.35
1.76
OUTLET
0.630
61.34
235.46
690.23
26.69
WinTR-55, Version 1.00.10 Page 56 10/1/2018 5:12:16 PM

WinTR-20 Printed Page File Beginning of Input Data List
TR20.inp
WinTR-20: Version 1.10 0 0 0.05
(continued)
no project subtitle provided
STORM 1 -Yr
SUB -AREA:
DA -1 Outlet .0682 45. .534
DA -2 Outlet .08236 54. .567
DA -3 Outlet .03966 51. .487
WinTR-20 Version 1.10 Page 54 10/01/2018 17:11
WinTR-55, Version 1.00.10 Page 57 10/1/2018 5:12:16 PM

WinTR-55 Current Data Description
--- Identification Data ---
User:
Klocke
Date: 10/1/2018
Project:
Duke
Units: English
SubTitle:
43.65
Areal Units: Acres
State:
North Carolina
Outlet
County:
Robeson NOAA
.567
Filename:
C:\Users\lee.klocke\Documents\Duke
DA -1 to DA -10.w55
--- Sub -Area Data ---
Name Description
Reach
Area(ac)
RCN
Tc
------------------------------------------------------------------------------
DA-1
Outlet
43.65
45
.534
DA -2
Outlet
52.71
54
.567
DA -3
Outlet
25.38
51
.487
DA -4
Outlet
92.76
63
.953
DA -5
Outlet
13.56
45
.389
DA -6
Outlet
36.42
51
.458
DA -7
Outlet
38.44
37
.76
DA -8
Outlet
48.99
62
.748
DA -9
Outlet
27.99
54
.766
DA -10
Outlet
23.01
57
0.590
Total area: 402.91 (ac)
--- Storm Data --
Rainfall Depth by Rainfall Return Period
2 -Yr 5 -Yr 10 -Yr 25 -Yr 50 -Yr 100 -Yr 1 -Yr
(in) (in) (in) (in) (in) (in) (in)
--------------------------------------------------------------------------------
3.67 4.72 5.58 6.79 7.79 8.87 3.02
Storm Data Source: Robeson NOAA County, NC (NRCS)
Rainfall Distribution Type: Type III
Dimensionless Unit Hydrograph: <standard>
WinTR-55, Version 1.00.10 Page 1 10/1/2018 4:01:12 PM

Klocke Duke
Robeson NOAA County, North Carolina
Storm Data
Rainfall Depth by Rainfall Return Period
2 -Yr 5 -Yr 10 -Yr 25 -Yr 50 -Yr 100 -Yr 1 -Yr
(in) (in) (in) (in) (in) (in) (in)
--------------------------------------------------------------------------------
3.67 4.72 5.58 6.79 7.79 8.87 3.02
Storm Data Source: Robeson NOAA County, NC (NRCS)
Rainfall Distribution Type: Type III
Dimensionless Unit Hydrograph: <standard>
WinTR-55, Version 1.00.10 Page 1 10/1/2018 4:01:12 PM

Klocke Duke
Robeson NOAA County, North Carolina
Watershed Peak Table
Sub -Area
Peak
Flow by
Rainfall
Return Period
or Reach
2 -Yr
10 -Yr
100 -Yr
1 -Yr
Identifier
----------------------------------------------------------------------------------
(cfs)
(cfs)
(cfs)
(cfs)
SUBAREAS
DA -1
0.66
11.20
56.24
0.13
DA -2
6.93
34.61
106.45
2.03
DA -3
2.00
13.72
47.85
0.41
DA -4
27.69
81.40
197.10
14.12
DA -5
0.21
3.89
19.85
.00
DA -6
2.94
20.17
70.44
0.58
DA -7
.00
1.42
20.28
.00
DA -8
15.30
46.69
115.22
7.53
DA -9
3.19
15.81
48.80
0.97
DA -10
4.62
18.40
51.35
1.76
REACHES
OUTLET 61.34 235.46 690.23 26.69
WinTR-55, Version 1.00.10 Page 1 10/1/2018 4:01:12 PM

Klocke
Duke
Robeson NOAA County,
North Carolina
Hydrograph
Peak/Peak
Time Table
Sub -Area
Peak
Flow and
Peak Time (hr)
by Rainfall Return Period
or Reach
2 -Yr
10 -Yr
100 -Yr
1 -Yr
Identifier
(cfs)
(cfs)
(cfs)
(cfs)
----------------------------------------------------------------------------------
(hr)
(hr)
(hr)
(hr)
SUBAREAS
DA -1
0.66
11.20
56.24
0.13
14.11
12.57
12.44
17.17
DA -2
6.93
34.61
106.45
2.03
12.60
12.48
12.42
12.76
DA -3
2.00
13.72
47.85
0.41
12.61
12.45
12.38
13.83
DA -4
27.69
81.40
197.10
14.12
12.77
12.69
12.66
12.80
DA -5
0.21
3.89
19.85
.00
13.99
12.44
12.33
n/a
DA -6
2.94
20.17
70.44
0.58
12.61
12.41
12.35
13.82
DA -7
.00
1.42
20.28
.00
n/a
13.27
12.69
n/a
DA -8
15.30
46.69
115.22
7.53
12.62
12.58
12.52
12.68
DA -9
3.19
15.81
48.80
0.97
12.78
12.61
12.58
12.95
DA -10
4.62
18.40
51.35
1.76
12.56
12.47
12.43
12.67
REACHES
OUTLET 61.34 235.46 690.23 26.69
WinTR-55, Version 1.00.10 Page 1 10/1/2018 4:01:12 PM

Klocke Duke
Robeson NOAA County, North Carolina
Sub -Area Summary Table
Sub -Area
Drainage
Time of
Curve
Receiving Sub -Area
Identifier
Area
Concentration
Number
Reach Description
--------------------------------------------------------------------------------
(ac)
(hr)
DA-1
43.65
0.534
45
Outlet
DA -2
52.71
0.567
54
Outlet
DA -3
25.38
0.487
51
Outlet
DA -4
92.76
0.953
63
Outlet
DA -5
13.56
0.389
45
Outlet
DA -6
36.42
0.458
51
Outlet
DA -7
38.44
0.760
37
Outlet
DA -8
48.99
0.748
62
Outlet
DA -9
27.99
0.766
54
Outlet
DA -10
23.01
0.590
57
Outlet
Total Area: 402.91 (ac)
WinTR-55, Version 1.00.10 Page 1 10/1/2018 4:01:12 PM

Klocke
Duke
Robeson NOAA County,
North Carolina
Sub -Area Time of Concentration Details
Sub -Area
Flow
Mannings's
End Wetted
Travel
Identifier/
Length
Slope
n
Area Perimeter Velocity
Time
--------------------------------------------------------------------------------
(ft)
(ft/ft)
(sq ft)
(ft) (ft/sec)
(hr)
DA-1
SHEET
100
0.0045
0.150
0.277
SHALLOW
1000
0.0045
0.050
0.257
Time
of
Concentration
.534
DA -2
SHEET
100
0.0050
0.150
0.265
SHALLOW
1240
0.0050
0.050
0.302
Time
of
Concentration
.567
DA -3
SHEET
100
0.0044
0.150
0.279
SHALLOW
800
0.0044
0.050
0.208
Time
of
Concentration
.487
DA -4
SHEET
100
0.0026
0.150
0.345
SHALLOW
1800
0.0026
0.050
0.608
Time
of
Concentration
.953
DA -5
SHEET
100
0.0057
0.150
0.252
SHALLOW
600
0.0057
0.050
0.137
Time
of
Concentration
.389
DA -6
SHEET
100
0.0074
0.150
0.227
SHALLOW
850
0.0040
0.050
0.231
Time
of
Concentration
.458
DA -7
SHEET
100
0.0024
0.150
0.356
SHALLOW
1150
0.0024
0.050
0.404
Time
of
Concentration
.76
DA -8
SHEET
100
0.0036
0.150
0.303
SHALLOW
1550
0.0036
0.050
0.445
Time
of
Concentration
.748
DA -9
SHEET
100
0.0019
0.150
0.391
SHALLOW
950
0.0019
0.050
0.375
WinTR-55, Version 1.00.10
Page
1 Time
of
Concentlati¢2018
.4661:12 PM
DA -10
SHEET
100
0.0036
0.150
0.303

Klocke Duke
Robeson NOAA County, North Carolina
Sub -Area Time of Concentration Details (continued)
Sub -Area Flow Mannings's End Wetted Travel
Identifier/ Length Slope n Area Perimeter Velocity Time
(ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr)
--------------------------------------------------------------------------------
SHALLOW 1000 0.0036 0.050 0.287
Time of Concentration 0.590
WinTR-55, Version 1.00.10 Page 2 10/1/2018 4:01:12 PM

Klocke Duke
Robeson NOAA County, North Carolina
Sub -Area Land Use and Curve Number Details
Sub -Area
Hydrologic
Sub -Area
Curve
Identifier Land Use
Soil
Area
Number
--------------------------------------------------------------------------------
Group
(ac)
DA-1
Open space; grass cover > 750
(good)
A
4.154
39
Open space; grass cover > 750
(good)
D
1.049
80
Paved parking lots, roofs, driveways
A
.219
98
Paved parking lots, roofs, driveways
D
.222
98
Pasture, grassland or range
(good)
A
.001
39
Woods - grass combination
(good)
A
.043
32
Woods - grass combination
(good)
D
1.514
79
Woods
(good)
A
26.296
30
Woods
(good)
D
10.147
77
Total Area / weighted Curve Number
43.65
45
DA -2
Open space; grass cover > 750
(good)
A
4.337
39
Open space; grass cover > 750
(good)
D
3.844
80
Paved parking lots, roofs, driveways
D
.445
98
Woods - grass combination
(good)
A
.395
32
Woods - grass combination
(good)
D
2.844
79
Woods
(good)
A
22.43
30
Woods
(good)
D
18.415
77
Total Area / weighted Curve Number
52.71
54
DA -3
Open space; grass cover > 750
(good)
A
.523
39
Pasture, grassland or range
(good)
A
3.101
39
Pasture, grassland or range
(good)
D
.121
80
Woods - grass combination
(good)
A
1.894
32
Woods - grass combination
(good)
D
8.713
79
Woods
(good)
A
9.915
30
Woods
(good)
D
1.115
77
Total Area / weighted Curve Number
25.38
51
DA -4
Open space; grass cover > 750
(good)
A
2.588
39
Open space; grass cover > 750
(good)
D
1.686
80
Pasture, grassland or range
(good)
A
6.884
39
Pasture, grassland or range
(good)
D
.422
80
Woods - grass combination
(good)
A
12.265
32
Woods - grass combination
(good)
D
56.576
79
Woods
(good)
A
11.42
30
Woods
(good)
D
.923
77
Total Area / weighted Curve Number
92.76
63
DA -5
Open space; grass cover > 750
(good)
A
.85
39
Pasture, grassland or range
(good)
D
.222
80
Woods - grass combination
(good)
A
.101
32
Woods - grass combination
(good)
D
.553
79
Woods
(good)
A
8.509
30
Woods
(good)
D
3.327
77
Total Area / weighted Curve Number
13.56
45
DA -6
Open space; grass cover > 750
(good)
A
1.744
39
Open space; grass cover > 750
(good)
D
.289
80
Woods - grass combination
(good)
A
.011
32
WinTR-55,
Vend±on Ira®516ombination Page 1
(good)
D
10/1¢2818
4701:12 PM
Woods
(good)
A
18.855
30
Woods
(good)
D
15.076
77
Total Area / weighted Curve Number
36.42
51

Klocke Duke
Robeson NOAA County, North Carolina
Sub -Area Land Use and Curve Number Details (continued)
Sub -Area
Hydrologic
Sub -Area
Curve
Identifier Land Use
Soil
Area
Number
--------------------------------------------------------------------------------
Group
(ac)
DA-7
Open space; grass cover > 750
(good)
A
.151
39
Woods
(good)
A
32.251
30
Woods
(good)
D
6.034
77
Total Area / Weighted Curve Number
38.44
37
DA -8
Open space; grass cover > 750
(good)
A
.726
39
Open space; grass cover > 750
(good)
B
.122
61
Open space; grass cover > 750
(good)
D
.664
80
Pasture, grassland or range
(good)
A
.529
39
Pasture, grassland or range
(good)
D
.037
80
Woods - grass combination
(good)
A
3.45
32
Woods - grass combination
(good)
B
.251
58
Woods - grass combination
(good)
D
24.02
79
Woods
(good)
A
12.371
30
Woods
(good)
D
6.823
77
Total Area / Weighted Curve Number
48.99
62
DA -9
Open space; grass cover > 750
(good)
A
.702
39
Open space; grass cover > 750
(good)
B
.003
61
Open space; grass cover > 750
(good)
D
1.688
80
Woods - grass combination
(good)
A
.129
32
Woods - grass combination
(good)
D
.021
79
Woods
(good)
A
12.476
30
Woods
(good)
B
1.778
55
Woods
(good)
D
11.194
77
Total Area / Weighted Curve Number
27.99
54
DA -10
Paved parking lots, roofs, driveways
A
1.632
98
Paved parking lots, roofs, driveways
D
.034
98
Woods - grass combination
(good)
A
3.446
32
Woods - grass combination
(good)
D
9.968
79
Woods
(good)
A
7.445
30
Woods
(good)
D
.486
77
Total Area / Weighted Curve Number
23.01
57
WinTR-55, Version 1.00.10 Page 2 10/1/2018 4:01:12 PM

WinTR-20 Printed
Page File
TR20.inp
02714
WinTR-20: Version
1.10
Duke
39.
no project subtitle
provided
SUB -AREA:
.384
DA -11
Outlet
DA -12
Outlet
DA -13
Outlet
DA -14
Outlet
DA -15
Outlet
DA -16
Outlet
DA -17
Outlet
DA -18
Outlet
DA -19
Outlet
DA -20
Outlet
STREAM REACH:
STORM ANALYSIS:
10 -Yr
1 -Yr
STRUCTURE RATING:
------------
GLOBAL OUTPUT:
2 0.05
WinTR-20 Printed Page File
Beginning of Input Data List
0 0 0.05
03194
57.
.527
02714
42.
.521
02742
39.
.362
04177
57.
.384
04931
45.
.605
04633
62.
.671
17708
55.
2.06
03925
62.
.362
14425
50.
.62
02933
53.
.353
5.58 Type III 2
3.02 Type III 2
YYYYN YYYYNN
End of Input Data List
Duke
no project subtitle provided
Name of printed page file:
TR20.out
STORM 10 -Yr
Area or
Drainage
Rain Gage
Runoff
------------
Peak
Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -11
0.032
1.426
12.44
17.18
537.93
Line
Start Time
------------
Flow
Values @ time
increment
of 0.033 hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
11.541
0.06
0.08
0.12
0.16
0.22
0.30
0.40
11.774
0.54
0.70
0.91
1.18
1.50
1.91
2.45
12.007
3.14
4.01
5.10
6.43
7.94
9.56
11.22
12.240
12.81
14.23
15.38
16.25
16.83
17.14
17.18
12.473
16.98
16.60
16.06
15.40
14.66
13.90
13.12
12.706
12.34
11.57
10.82
10.11
9.45
8.84
8.30
12.939
7.81
7.37
6.97
6.62
6.30
6.01
5.75
13.172
5.50
5.28
5.08
4.90
4.74
4.59
4.45
13.405
4.33
4.23
4.13
4.04
3.96
3.89
3.82
13.638
3.75
3.69
3.64
3.59
3.54
3.49
3.45
13.871
3.40
3.36
3.32
3.28
3.24
3.20
3.16
14.104
3.12
3.08
3.05
3.01
2.98
2.94
2.91
14.337
2.88
2.85
2.82
2.80
2.77
2.75
2.73
14.570
2.70
2.68
2.66
2.64
2.62
2.60
2.58
WinTR-55, Version 1.00.10 Page 1 10/1/2018 5:19:13 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -11
Outlet
(cfs)
DA -12
Outlet
.02742 39.
DA -13
Outlet
2.39
14.803
2.56
2.54
15.036
2.43
2.41
15.269
2.29
2.27
15.502
2.15
2.13
15.735
2.01
1.99
15.967
1.87
1.84
16.200
1.72
1.70
16.433
1.60
1.59
16.666
1.52
1.51
16.899
1.45
1.44
17.132
1.38
1.37
17.365
1.31
1.31
17.598
1.25
1.24
17.831
1.18
1.17
18.064
1.11
1.10
18.297
1.05
1.04
18.530
1.01
1.00
18.763
0.98
0.98
18.996
0.96
0.96
19.229
0.94
0.94
19.462
0.92
0.92
19.695
0.90
0.90
19.928
0.88
0.88
20.161
0.86
0.86
20.394
0.84
0.84
20.627
0.82
0.82
WinTR-20 Version 1.10
Line
Start Time
(hr)
20.860
21.093
21.326
21.559
21.792
22.025
22.258
22.491
22.724
22.957
23.190
23.423
23.656
23.889
24.122
24.355
24.588
Beginning of Input Data List
0 0 0.05
STORM 10 -Yr
Page 1
Duke
no project subtitle provided
------------
.03194 57.
(cfs)
.02714 42.
(cfs) (c
.02742 39.
2.52
2.50
2.39
2.37
2.25
2.23
2.11
2.09
1.97
1.95
1.82
1.80
1.68
1.66
1.58
1.56
1.50
1.49
1.43
1.42
1.36
1.35
1.30
1.29
1.23
1.22
1.16
1.15
1.09
1.08
1.03
1.03
1.00
1.00
0.98
0.97
0.95
0.95
0.93
0.93
0.91
0.91
0.89
0.89
0.87
0.87
0.85
0.85
0.84
0.83
0.82
0.82
Page 1
Duke
no project subtitle provided
------------
Flow Values @ time ii
(cfs)
(cfs)
(cfs) (c
0.81
0.81
0.80
0.79
0.79
0.79
0.78
0.78
0.77
0.76
0.76
0.76
0.75
0.74
0.74
0.73
0.73
0.73
0.72
0.71
0.71
0.70
0.70
0.69
0.68
0.68
0.68
0.67
0.67
0.66
0.65
0.65
0.65
0.63
0.63
0.63
0.62
0.62
0.61
0.60
0.60
0.60
0.56
0.54
0.52
0.31
0.27
0.23
0.10
0.09
0.07
(continued)
.527
.521
.362
2.49
2.35
2.21
2.07
1.93
1.78
1.65
1.55
1.48
1.41
1.34
1.28
1.21
1.14
1.07
1.02
0.99
0.97
0.95
0.93
0.91
0.89
0.87
0.85
0.83
0.82
2.47
2.45
2.33
2.31
2.19
2.17
2.05
2.03
1.91
1.89
1.76
1.74
1.63
1.62
1.54
1.53
1.47
1.46
1.40
1.39
1.33
1.32
1.27
1.26
1.20
1.19
1.13
1.12
1.06
1.06
1.02
1.01
0.99
0.98
0.97
0.96
0.95
0.94
0.93
0.92
0.91
0.90
0.89
0.88
0.87
0.86
0.85
0.84
0.83
0.83
0.81
0.81
10/01/2018 17:18
icrement
of 0.033
hr------------
;fs)
(cfs)
(cfs)
(cfs)
1.80
0.80
0.80
0.80
1.79
0.78
0.78
0.78
1.77
0.77
0.77
0.76
1.76
0.75
0.75
0.75
1.74
0.74
0.74
0.73
1.72
0.72
0.72
0.72
1.71
0.71
0.70
0.70
1.69
0.69
0.69
0.69
1.68
0.67
0.67
0.67
1.66
0.66
0.66
0.65
1.64
0.64
0.64
0.64
1.63
0.63
0.62
0.62
1.61
0.61
0.61
0.60
1.60
0.59
0.59
0.58
1.48
0.44
0.40
0.36
1.20
0.17
0.14
0.12
1.06
0.05
Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------
Reach Area ID or Amount Elevation Time Rate Rate
WinTR-55, Version 1.00.10 Page 2 10/1/2018 5:19:13 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -11 Outlet
DA -12 Outlet
DA -13 Outlet
Identifier (sq mi) Location
DA -12 0.027
Line
Start Time
(hr)
12.126
12.356
12.586
12.817
13.047
13.277
13.508
13.738
13.968
14.199
14.429
14.659
14.890
15.120
15.350
15.581
15.811
16.041
16.272
16.502
16.732
16.963
17.193
Beginning of Input Data List
0 0 0.05
(continued)
STORM 10 -Yr
.03194 57. .527
.02714 42. .521
.02742 39. .362
(in) (ft) (hr) (cfs) (csm)
0.477 12.62 2.71 99.68
------------
Flow
Values @ time
increment
of 0.033
hr------------
0.54
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
0.10
0.19
0.33
0.51
0.74
0.99
1.26
1.53
1.79
2.03
2.25
2.43
2.56
2.65
2.70
2.71
2.68
2.63
2.57
2.49
2.40
2.31
2.22
2.13
2.05
1.98
1.91
1.85
1.79
1.74
1.69
1.64
1.60
1.56
1.52
1.49
1.46
1.43
1.40
1.38
1.36
1.34
1.32
1.31
1.29
1.28
1.27
1.26
1.24
1.23
1.22
1.21
1.20
1.19
1.18
1.17
1.16
1.15
1.14
1.13
1.12
1.11
1.10
1.09
1.08
1.08
1.07
1.06
1.05
1.04
1.04
1.03
1.02
1.02
1.01
1.01
1.00
1.00
0.99
0.99
0.98
0.98
0.97
0.96
0.96
0.95
0.95
0.94
0.94
0.93
0.93
0.92
0.92
0.91
0.90
0.90
0.89
0.89
0.88
0.87
0.87
0.86
0.85
0.85
0.84
0.83
0.83
0.82
0.81
0.81
0.80
0.79
0.79
0.78
0.77
0.76
0.76
0.75
0.74
0.73
0.73
0.72
0.71
0.70
0.70
0.69
0.68
0.68
0.67
0.67
0.66
0.65
0.65
0.65
0.64
0.64
0.63
0.63
0.63
0.62
0.62
0.61
0.61
0.61
0.60
0.60
0.60
0.59
0.59
0.59
0.58
0.58
0.58
0.57
0.57
0.57
0.56
0.56
0.56
0.55
0.55
WinTR-20 Version 1.10 Page 2 10/01/2018 17:18
Duke
no project subtitle provided
Line
Start Time
(hr)
17.423
17.654
17.884
18.114
18.345
18.575
18.805
19.036
19.266
19.496
19.727
19.957
20.187
20.418
20.648
------------
Flow Values @ time ii
(cfs)
(cfs)
(cfs) (c
0.54
0.54
0.54
0.52
0.52
0.51
0.49
0.49
0.49
0.47
0.46
0.46
0.44
0.44
0.44
0.43
0.43
0.43
0.42
0.42
0.42
0.41
0.41
0.41
0.41
0.40
0.40
0.40
0.40
0.40
0.39
0.39
0.39
0.38
0.38
0.38
0.38
0.37
0.37
0.37
0.37
0.37
0.36
0.36
0.36
icrement
of 0.033
hr------------
:fs)
(cfs)
(cfs)
(cfs)
1.53
0.53
0.53
0.52
1.51
0.50
0.50
0.50
1.48
0.48
0.47
0.47
1.46
0.45
0.45
0.45
1.44
0.43
0.43
0.43
1.43
0.42
0.42
0.42
1.42
0.42
0.42
0.41
1.41
0.41
0.41
0.41
1.40
0.40
0.40
0.40
1.40
0.39
0.39
0.39
1.39
0.39
0.39
0.38
1.38
0.38
0.38
0.38
1.37
0.37
0.37
0.37
1.37
0.37
0.36
0.36
1.36
0.36
0.36
0.36
WinTR-55, Version 1.00.10 Page 3 10/1/2018 5:19:13 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
Beginning of Input Data List
0 0 0.05
STORM 10 -Yr
(continued)
DA -11 Outlet
.03194 57.
.527
DA -12 Outlet
.02714
42.
.521
DA -13 Outlet
.02742
39.
.362
20.878
0.36
0.36
0.36
0.35
0.35
0.35
0.35
21.109
0.35
0.35
0.35
0.35
0.35
0.35
0.35
21.339
0.35
0.34
0.34
0.34
0.34
0.34
0.34
21.569
0.34
0.34
0.34
0.34
0.34
0.33
0.33
21.800
0.33
0.33
0.33
0.33
0.33
0.33
0.33
22.030
0.33
0.33
0.33
0.32
0.32
0.32
0.32
22.260
0.32
0.32
0.32
0.32
0.32
0.32
0.31
22.491
0.31
0.31
0.31
0.31
0.31
0.31
0.31
22.721
0.31
0.31
0.31
0.30
0.30
0.30
0.30
22.951
0.30
0.30
0.30
0.30
0.30
0.30
0.30
23.182
0.29
0.29
0.29
0.29
0.29
0.29
0.29
23.412
0.29
0.29
0.29
0.28
0.28
0.28
0.28
23.642
0.28
0.28
0.28
0.28
0.28
0.28
0.28
23.873
0.27
0.27
0.27
0.27
0.27
0.27
0.26
24.103
0.26
0.25
0.24
0.23
0.21
0.19
0.17
24.333
0.15
0.13
0.11
0.10
0.08
0.07
0.06
24.564
0.05
Area or
Drainage
Rain Gage
Runoff ------------
Peak Flow ------------
Reach
Area
ID or
Amount Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -13
0.027
0.332
12.58
1.53
55.87
Line
Start Time
------------
Flow
Values @ time
increment
of 0.023
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.186
0.07
0.12
0.19
0.27
0.38
0.49
0.62
12.347
0.75
0.88
1.01
1.13
1.23
1.32
1.40
12.507
1.46
1.50
1.52
1.53
1.53
1.51
1.49
12.667
1.45
1.42
1.38
1.34
1.31
1.28
1.25
12.827
1.22
1.20
1.18
1.16
1.14
1.12
1.10
12.987
1.09
1.07
1.06
1.04
1.03
1.01
1.00
13.147
0.99
0.97
0.96
0.95
0.94
0.93
0.93
13.307
0.92
0.91
0.91
0.90
0.90
0.90
0.89
WinTR-20 Version 1.10
Page 3
10/01/2018
17:18
Duke
no project subtitle
provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.023
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
13.467
0.89
0.89
0.88
0.88
0.88
0.88
0.87
13.627
0.87
0.87
0.87
0.86
0.86
0.86
0.85
13.787
0.85
0.85
0.85
0.84
0.84
0.84
0.83
13.947
0.83
0.82
0.82
0.82
0.81
0.81
0.80
14.107
0.80
0.79
0.79
0.79
0.78
0.78
0.78
14.267
0.77
0.77
0.77
0.76
0.76
0.76
0.76
14.427
0.76
0.75
0.75
0.75
0.75
0.75
0.74
14.587
0.74
0.74
0.74
0.74
0.73
0.73
0.73
14.747
0.73
0.73
0.72
0.72
0.72
0.72
0.71
14.907
0.71
0.71
0.71
0.71
0.70
0.70
0.70
WinTR-55, Version 1.00.10 Page 4 10/1/2018 5:19:13 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
.03194 57.
0.66
DA -11
Outlet
.02742 39.
DA -12
Outlet
0.67
DA -13
Outlet
0.64
15.067
0.69
0.69
15.227
0.68
0.67
15.387
0.65
0.65
15.547
0.63
0.63
15.707
0.61
0.60
15.867
0.58
0.58
16.027
0.55
0.55
16.188
0.53
0.52
16.348
0.51
0.50
16.508
0.49
0.49
16.668
0.48
0.48
16.828
0.47
0.47
16.988
0.46
0.46
17.148
0.44
0.44
17.308
0.43
0.43
17.468
0.42
0.42
17.628
0.40
0.40
17.788
0.39
0.39
17.948
0.38
0.37
18.108
0.36
0.36
18.268
0.35
0.35
18.428
0.34
0.34
18.588
0.34
0.34
18.748
0.34
0.33
18.908
0.33
0.33
19.068
0.33
0.33
19.228
0.32
0.32
19.388
0.32
0.32
19.548
0.32
0.32
19.708
0.31
0.31
19.868
0.31
0.31
20.029
0.30
0.30
20.189
0.30
0.30
20.349
0.30
0.30
20.509
0.29
0.29
20.669
0.29
0.29
20.829
0.29
0.29
20.989
0.29
0.28
21.149
0.28
0.28
21.309
0.28
0.28
21.469
0.28
0.28
Beginning of Input Data List
0 0 0.05
STORM 10 -Yr
WinTR-20 Version 1.10 Page 4
Duke
no project subtitle provided
(continued)
.527
.521
.362
0.68
0.66
0.64
0.62
0.59
0.56
0.54
0.51
0.50
0.49
0.47
0.46
0.45
0.44
0.42
0.41
0.40
0.38
0.37
0.35
0.35
0.34
0.34
0.33
0.33
0.33
0.32
0.32
0.31
0.31
0.31
0.30
0.30
0.30
0.29
0.29
0.29
0.28
0.28
0.28
0.27
0.68
.03194 57.
0.66
.02714 42.
0.64
.02742 39.
0.69
0.69
0.67
0.67
0.65
0.64
0.62
0.62
0.60
0.60
0.57
0.57
0.54
0.54
0.52
0.52
0.50
0.50
0.49
0.49
0.48
0.48
0.47
0.46
0.45
0.45
0.44
0.44
0.43
0.43
0.41
0.41
0.40
0.40
0.39
0.38
0.37
0.37
0.36
0.36
0.35
0.35
0.34
0.34
0.34
0.34
0.33
0.33
0.33
0.33
0.33
0.33
0.32
0.32
0.32
0.32
0.32
0.32
0.31
0.31
0.31
0.31
0.30
0.30
0.30
0.30
0.30
0.30
0.29
0.29
0.29
0.29
0.29
0.29
0.28
0.28
0.28
0.28
0.28
0.28
0.27
0.27
WinTR-20 Version 1.10 Page 4
Duke
no project subtitle provided
(continued)
.527
.521
.362
0.68
0.66
0.64
0.62
0.59
0.56
0.54
0.51
0.50
0.49
0.47
0.46
0.45
0.44
0.42
0.41
0.40
0.38
0.37
0.35
0.35
0.34
0.34
0.33
0.33
0.33
0.32
0.32
0.31
0.31
0.31
0.30
0.30
0.30
0.29
0.29
0.29
0.28
0.28
0.28
0.27
0.68
0.68
0.66
0.66
0.64
0.63
0.61
0.61
0.59
0.58
0.56
0.56
0.53
0.53
0.51
0.51
0.50
0.49
0.48
0.48
0.47
0.47
0.46
0.46
0.45
0.45
0.44
0.43
0.42
0.42
0.41
0.41
0.39
0.39
0.38
0.38
0.37
0.36
0.35
0.35
0.34
0.34
0.34
0.34
0.34
0.34
0.33
0.33
0.33
0.33
0.33
0.33
0.32
0.32
0.32
0.32
0.31
0.31
0.31
0.31
0.31
0.31
0.30
0.30
0.30
0.30
0.30
0.29
0.29
0.29
0.29
0.29
0.29
0.29
0.28
0.28
0.28
0.28
0.28
0.28
0.27
0.27
10/01/2018 17:18
Line
Start Time
------------
Flow
Values @ time
increment
of 0.023
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
21.629
0.27
0.27
0.27
0.27
0.27
0.27
0.27
21.789
0.27
0.27
0.27
0.27
0.27
0.27
0.27
21.949
0.27
0.27
0.27
0.26
0.26
0.26
0.26
22.109
0.26
0.26
0.26
0.26
0.26
0.26
0.26
22.269
0.26
0.26
0.26
0.26
0.26
0.26
0.26
WinTR-55, Version 1.00.10
Page 5
10/1/2018
5:19:13 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
Beginning of Input Data List
0 0 0.05
STORM 10 -Yr
(continued)
DA -11 Outlet
.03194 57.
.527
DA -12 Outlet
.02714
42.
.521
DA -13 Outlet
.02742
39.
.362
22.429
0.26
0.25
0.25
0.25
0.25
0.25
0.25
22.589
0.25
0.25
0.25
0.25
0.25
0.25
0.25
22.749
0.25
0.25
0.25
0.25
0.25
0.25
0.25
22.909
0.24
0.24
0.24
0.24
0.24
0.24
0.24
23.069
0.24
0.24
0.24
0.24
0.24
0.24
0.24
23.229
0.24
0.24
0.24
0.24
0.24
0.23
0.23
23.389
0.23
0.23
0.23
0.23
0.23
0.23
0.23
23.549
0.23
0.23
0.23
0.23
0.23
0.23
0.23
23.710
0.23
0.23
0.22
0.22
0.22
0.22
0.22
23.870
0.22
0.22
0.22
0.22
0.22
0.22
0.22
24.030
0.22
0.21
0.21
0.20
0.20
0.18
0.17
24.190
0.15
0.14
0.12
0.11
0.09
0.08
0.07
24.350
0.06
Area or
Drainage
Rain Gage
Runoff
------------
Peak Flow
------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -14
0.042
1.427
12.31
25.52
610.91
Line
Start Time
------------
Flow
Values @ time
increment
of 0.024
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
11.459
0.05
0.07
0.10
0.13
0.17
0.22
0.28
11.629
0.35
0.43
0.53
0.65
0.80
0.98
1.20
11.799
1.45
1.75
2.10
2.51
2.97
3.51
4.17
11.969
4.98
5.96
7.16
8.62
10.33
12.27
14.37
12.138
16.51
18.62
20.60
22.33
23.72
24.70
25.28
12.308
25.52
25.46
25.14
24.64
24.01
23.25
22.41
12.478
21.55
20.69
19.80
18.86
17.91
16.97
16.02
12.648
15.08
14.17
13.32
12.52
11.78
11.10
10.50
12.818
9.97
9.48
9.05
8.67
8.32
8.01
7.73
12.987
7.47
7.23
7.00
6.79
6.59
6.41
6.23
13.157
6.07
5.92
5.78
5.65
5.53
5.43
5.34
13.327
5.25
5.18
5.11
5.04
4.99
4.93
4.88
13.497
4.84
4.79
4.75
4.71
4.67
4.63
4.59
13.666
4.55
4.52
4.48
4.45
4.41
4.37
4.34
13.836
4.30
4.27
4.23
4.20
4.16
4.13
4.09
14.006
4.06
4.02
3.98
3.95
3.91
3.88
3.84
14.176
3.81
3.78
3.75
3.72
3.69
3.67
3.64
14.345
3.62
3.60
3.58
3.55
3.53
3.51
3.50
14.515
3.48
3.46
3.44
3.42
3.40
3.39
3.37
14.685
3.35
3.33
3.31
3.30
3.28
3.26
3.24
14.855
3.23
3.21
3.19
3.17
3.15
3.14
3.12
15.025
3.10
3.08
3.06
3.04
3.03
3.01
2.99
WinTR-20 Version 1.10
Page 5
10/01/2018
17:18
Duke
no project subtitle provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.024
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
WinTR-55, Version 1.00.10
Page 6
10/1/2018
5:19:13 PM

WinTR-20 Printed Page File Beginning of Input Data List
TR20.inp
WinTR-20: Version 1.10 0 0 0.05
(continued)
no project subtitle provided
STORM 10 -Yr
SUB -AREA:
DA -11
Outlet
.03194 57.
.527
DA -12
Outlet
.02714 42.
.521
DA -13
Outlet
.02742 39.
.362
15.194
2.97
2.95
2.93
2.91
2.90
2.88
2.86
15.364
2.84
2.82
2.80
2.78
2.76
2.74
2.72
15.534
2.70
2.68
2.66
2.65
2.63
2.61
2.59
15.704
2.57
2.55
2.53
2.51
2.49
2.47
2.45
15.873
2.43
2.41
2.39
2.37
2.35
2.32
2.30
16.043
2.28
2.26
2.24
2.22
2.21
2.19
2.17
16.213
2.15
2.14
2.12
2.11
2.09
2.08
2.07
16.383
2.05
2.04
2.03
2.02
2.01
2.00
1.99
16.552
1.98
1.97
1.96
1.95
1.94
1.93
1.93
16.722
1.92
1.91
1.90
1.89
1.88
1.87
1.86
16.892
1.85
1.84
1.84
1.83
1.82
1.81
1.80
17.062
1.79
1.78
1.77
1.76
1.75
1.75
1.74
17.232
1.73
1.72
1.71
1.70
1.69
1.68
1.67
17.401
1.66
1.66
1.65
1.64
1.63
1.62
1.61
17.571
1.60
1.59
1.58
1.57
1.56
1.55
1.54
17.741
1.54
1.53
1.52
1.51
1.50
1.49
1.48
17.911
1.47
1.46
1.45
1.44
1.43
1.42
1.41
18.080
1.40
1.39
1.39
1.38
1.37
1.36
1.35
18.250
1.35
1.34
1.34
1.33
1.32
1.32
1.32
18.420
1.31
1.31
1.30
1.30
1.30
1.29
1.29
18.590
1.29
1.29
1.28
1.28
1.28
1.27
1.27
18.759
1.27
1.27
1.26
1.26
1.26
1.26
1.25
18.929
1.25
1.25
1.24
1.24
1.24
1.24
1.23
19.099
1.23
1.23
1.23
1.22
1.22
1.22
1.21
19.269
1.21
1.21
1.21
1.20
1.20
1.20
1.20
19.439
1.19
1.19
1.19
1.19
1.18
1.18
1.18
19.608
1.17
1.17
1.17
1.17
1.16
1.16
1.16
19.778
1.16
1.15
1.15
1.15
1.14
1.14
1.14
19.948
1.14
1.13
1.13
1.13
1.12
1.12
1.12
20.118
1.12
1.11
1.11
1.11
1.11
1.10
1.10
20.287
1.10
1.10
1.09
1.09
1.09
1.09
1.09
20.457
1.08
1.08
1.08
1.08
1.07
1.07
1.07
20.627
1.07
1.07
1.06
1.06
1.06
1.06
1.06
20.797
1.05
1.05
1.05
1.05
1.04
1.04
1.04
20.966
1.04
1.04
1.03
1.03
1.03
1.03
1.03
21.136
1.02
1.02
1.02
1.02
1.02
1.01
1.01
21.306
1.01
1.01
1.01
1.00
1.00
1.00
1.00
21.476
1.00
0.99
0.99
0.99
0.99
0.98
0.98
21.646
0.98
0.98
0.98
0.97
0.97
0.97
0.97
21.815
0.96
0.96
0.96
0.96
0.96
0.96
0.95
21.985
0.95
0.95
0.95
0.94
0.94
0.94
0.94
22.155
0.94
0.93
0.93
0.93
0.93
0.92
0.92
22.325
0.92
0.92
0.92
0.91
0.91
0.91
0.91
22.494
0.90
0.90
0.90
0.90
0.90
0.89
0.89
22.664
0.89
0.89
0.89
0.88
0.88
0.88
0.88
22.834
0.87
0.87
0.87
0.87
0.87
0.86
0.86
23.004
0.86
0.86
0.85
0.85
0.85
0.85
0.85
23.173
0.84
0.84
0.84
0.84
0.83
0.83
0.83
23.343
0.83
0.82
0.82
0.82
0.82
0.82
0.81
23.513
0.81
0.81
0.81
0.81
0.80
0.80
0.80
23.683
0.80
0.79
0.79
0.79
0.79
0.79
0.78
WinTR-20 Version
1.10
Page
6
10/01/2018
17:18
Duke
no project
subtitle
provided
WinTR-55, Version 1.00.10 Page 7 10/1/2018 5:19:13 PM

WinTR-20 Printed Page
File
Beginning of
Input Data
List
TR20.inp
WinTR-20: Version 1.10
0
0
0.05
(continued)
no project
subtitle provided
STORM
10 -Yr
SUB -AREA:
DA -11 Outlet
.03194
57.
.527
DA -12 Outlet
.02714
42.
.521
DA -13 Outlet
.02742
39.
.362
Line
Start Time
------------
Flow
Values @ time
increment
of 0.024
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
23.853
0.78
0.78
0.78
0.77
0.77
0.77
0.77
24.022
0.76
0.76
0.74
0.72
0.70
0.66
0.61
24.192
0.56
0.50
0.45
0.39
0.34
0.29
0.25
24.362
0.21
0.17
0.15
0.13
0.11
0.09
0.08
24.532
0.07
0.06
Area or
Drainage
Rain Gage
Runoff
------------
Peak Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -15
0.049
0.640
12.61
7.68
155.77
Line
Start Time
------------
Flow
Values @ time
increment
of 0.038
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.041
0.10
0.25
0.51
0.90
1.43
2.11
2.90
12.308
3.74
4.57
5.35
6.04
6.64
7.11
7.44
12.576
7.64
7.68
7.60
7.44
7.21
6.94
6.65
12.843
6.34
6.04
5.75
5.47
5.22
4.99
4.77
13.111
4.58
4.40
4.24
4.09
3.95
3.82
3.70
13.378
3.60
3.50
3.42
3.34
3.28
3.22
3.16
13.646
3.11
3.06
3.02
2.98
2.94
2.90
2.87
13.913
2.83
2.79
2.76
2.73
2.69
2.66
2.63
14.181
2.60
2.57
2.54
2.51
2.48
2.46
2.43
14.448
2.41
2.39
2.37
2.35
2.33
2.31
2.30
14.716
2.28
2.26
2.25
2.23
2.22
2.20
2.18
14.983
2.17
2.15
2.14
2.12
2.10
2.09
2.07
15.251
2.05
2.04
2.02
2.00
1.99
1.97
1.95
15.518
1.93
1.91
1.90
1.88
1.86
1.84
1.82
15.786
1.80
1.78
1.76
1.74
1.72
1.70
1.68
16.053
1.66
1.64
1.62
1.60
1.58
1.57
1.55
16.320
1.53
1.51
1.50
1.48
1.47
1.45
1.44
16.588
1.43
1.42
1.41
1.40
1.39
1.38
1.37
16.855
1.36
1.35
1.34
1.33
1.32
1.31
1.30
17.123
1.29
1.28
1.27
1.26
1.25
1.24
1.23
17.390
1.22
1.21
1.20
1.20
1.19
1.18
1.17
17.658
1.16
1.15
1.14
1.13
1.12
1.11
1.10
17.925
1.09
1.08
1.07
1.06
1.05
1.04
1.03
18.193
1.02
1.01
1.00
0.99
0.99
0.98
0.97
18.460
0.96
0.96
0.95
0.95
0.94
0.94
0.94
18.728
0.93
0.93
0.93
0.92
0.92
0.92
0.91
18.995
0.91
0.91
0.90
0.90
0.90
0.90
0.89
19.263
0.89
0.89
0.88
0.88
0.88
0.88
0.87
19.530
0.87
0.87
0.86
0.86
0.86
0.86
0.85
19.798
0.85
0.85
0.85
0.84
0.84
0.84
0.83
20.065
0.83
0.83
0.82
0.82
0.82
0.82
0.81
20.333
0.81
0.81
0.81
0.80
0.80
0.80
0.80
20.600
0.79
0.79
0.79
0.79
0.78
0.78
0.78
20.868
0.78
0.78
0.77
0.77
0.77
0.77
0.76
21.135
0.76
0.76
0.76
0.76
0.75
0.75
0.75
WinTR-55, Version 1.00.10 Page 8 10/1/2018 5:19:13 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
Beginning of Input Data List
0 0
no project subtitle provided
STORM 10 -Yr
SUB -AREA:
DA -11 Outlet .03194 57.
DA -12 Outlet .02714 42.
DA -13 Outlet .02742 39.
WinTR-20 Version 1.10 Page 7
Duke
no project subtitle provided
Line
Start Time
(hr)
21.402
21.670
21.937
22.205
22.472
22.740
23.007
23.275
23.542
23.810
24.077
24.345
24.612
Area or
Reach
Identifier
DA -16
Line
Start Time
(hr)
10.975
11.272
11.568
11.865
12.162
12.458
12.755
13.051
13.348
13.645
13.941
14.238
14.535
14.831
15.128
15.425
15.721
16.018
16.315
16.611
16.908
17.205
0.05
(continued)
527
521
362
10/01/2018 17:18
------------
Flow
Values @ time
increment
of 0.038
hr------------
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
0.75
0.75
0.74
0.74
0.74
0.74
0.73
0.73
0.73
0.73
0.72
0.72
0.72
0.72
0.72
0.71
0.71
0.71
0.71
0.70
0.70
0.70
0.70
0.69
0.69
0.69
0.69
0.69
0.68
0.68
0.68
0.68
0.67
0.67
0.67
0.67
0.66
0.66
0.66
0.66
0.65
0.65
0.65
0.65
0.64
0.64
0.64
0.64
0.63
0.63
0.63
0.63
0.62
0.62
0.62
0.62
0.61
0.61
0.61
0.61
0.61
0.60
0.60
0.60
0.60
0.59
0.59
0.59
0.58
0.58
0.57
0.56
0.55
0.53
0.50
0.46
0.42
0.38
0.33
0.29
0.25
0.22
0.18
0.15
0.13
0.11
0.09
0.08
0.07
0.06
Drainage
Rain Gage
Runoff
------------
Peak Flow ------------
Area
ID or
Amount
Elevation
Time
Rate
Rate
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
0.046
1.808
12.50
29.88
644.94
------------
Flow
Values @ time
increment
of 0.042
hr------------
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
0.07
0.10
0.13
0.16
0.20
0.25
0.30
0.35
0.41
0.48
0.56
0.64
0.73
0.84
0.95
1.08
1.24
1.44
1.68
1.99
2.39
2.90
3.54
4.38
5.49
6.92
8.74
10.99
13.62
16.52
19.51
22.40
24.95
27.02
28.53
29.47
29.88
29.76
29.14
28.13
26.82
25.32
23.73
22.17
20.64
19.19
17.82
16.55
15.39
14.34
13.40
12.56
11.81
11.14
10.53
9.98
9.49
9.05
8.66
8.31
8.00
7.73
7.48
7.26
7.06
6.87
6.71
6.55
6.41
6.27
6.14
6.01
5.89
5.77
5.66
5.56
5.46
5.36
5.27
5.19
5.11
5.03
4.96
4.90
4.83
4.77
4.72
4.67
4.61
4.56
4.52
4.47
4.42
4.38
4.33
4.29
4.24
4.20
4.15
4.11
4.07
4.02
3.98
3.93
3.89
3.85
3.80
3.76
3.71
3.67
3.62
3.58
3.53
3.49
3.44
3.40
3.35
3.31
3.26
3.22
3.17
3.12
3.08
3.03
2.99
2.95
2.91
2.87
2.83
2.79
2.76
2.73
2.70
2.67
2.64
2.61
2.59
2.56
2.54
2.52
2.49
2.47
2.45
2.43
2.40
2.38
2.36
2.34
2.32
2.30
2.28
2.26
2.24
2.21
WinTR-55, Version 1.00.10 Page 9 10/1/2018 5:19:13 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
(continued)
WinTR-55, Version 1.00.10 Page 10 10/1/2018 5:19:13 PM
STORM 10 -Yr
SUB -AREA:
DA -11 Outlet
.03194
57.
.527
DA -12 Outlet
.02714
42.
.521
DA -13 Outlet
.02742
39.
.362
17.501
2.19
2.17
2.15
2.13
2.11
2.09
2.07
17.798
2.05
2.03
2.01
1.98
1.96
1.94
1.92
18.095
1.90
1.88
1.86
1.84
1.82
1.80
1.78
18.391
1.77
1.75
1.74
1.72
1.71
1.70
1.69
18.688
1.68
1.67
1.66
1.65
1.65
1.64
1.63
WinTR-20 Version 1.10
Page 8
10/01/2018
17:18
Duke
no project subtitle provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.042
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
18.985
1.62
1.62
1.61
1.60
1.60
1.59
1.58
19.281
1.58
1.57
1.56
1.56
1.55
1.55
1.54
19.578
1.53
1.53
1.52
1.51
1.51
1.50
1.50
19.874
1.49
1.48
1.48
1.47
1.46
1.46
1.45
20.171
1.45
1.44
1.43
1.43
1.42
1.42
1.41
20.468
1.40
1.40
1.39
1.39
1.38
1.38
1.37
20.764
1.37
1.36
1.36
1.35
1.35
1.34
1.34
21.061
1.33
1.33
1.32
1.32
1.31
1.31
1.31
21.358
1.30
1.30
1.29
1.29
1.28
1.28
1.27
21.654
1.27
1.26
1.26
1.25
1.25
1.24
1.24
21.951
1.23
1.23
1.22
1.22
1.21
1.21
1.20
22.248
1.20
1.19
1.19
1.19
1.18
1.18
1.17
22.544
1.17
1.16
1.16
1.15
1.15
1.14
1.14
22.841
1.13
1.13
1.12
1.12
1.11
1.11
1.10
23.138
1.10
1.09
1.09
1.08
1.08
1.07
1.07
23.434
1.06
1.06
1.05
1.05
1.04
1.04
1.03
23.731
1.03
1.02
1.02
1.01
1.01
1.00
1.00
24.028
0.99
0.98
0.96
0.94
0.91
0.86
0.80
24.324
0.74
0.67
0.59
0.52
0.45
0.39
0.33
24.621
0.28
0.23
0.20
0.17
0.14
0.12
0.10
24.918
0.09
0.07
0.06
0.05
Area or
Drainage
Rain Gage
Runoff
------------
Peak Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -17
0.177
1.282
13.54
36.83
207.99
Line
Start Time
------------
Flow
Values @ time
increment
of 0.130
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
11.849
0.13
0.48
1.41
3.12
5.69
9.24
13.76
12.760
18.91
24.02
28.57
32.18
34.74
36.30
36.83
13.670
36.59
35.65
34.06
32.03
29.95
28.02
26.26
14.581
24.72
23.34
22.08
20.92
19.86
18.89
18.00
15.492
17.19
16.43
15.73
15.07
14.46
13.88
13.32
16.403
12.80
12.29
11.81
11.34
10.90
10.48
10.09
17.313
9.72
9.38
9.05
8.75
8.46
8.18
7.91
18.224
7.65
7.39
7.15
6.92
6.71
6.51
6.32
19.135
6.15
5.99
5.85
5.71
5.59
5.47
5.37
WinTR-55, Version 1.00.10 Page 10 10/1/2018 5:19:13 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
Beginning of Input Data List
0 0 0.05
STORM 10 -Yr
(continued)
DA -11 Outlet
.03194 57.
.527
DA -12 Outlet
.02714
42.
.521
DA -13 Outlet
.02742
39.
.362
20.045
5.27
5.18
5.10
5.01
4.94
4.86
4.79
20.956
4.72
4.66
4.60
4.54
4.48
4.43
4.37
21.867
4.32
4.27
4.22
4.17
4.12
4.07
4.03
22.778
3.98
3.93
3.88
3.84
3.79
3.74
3.70
23.688
3.65
3.60
3.56
3.51
3.44
3.36
3.26
24.599
3.12
2.95
2.74
2.51
2.26
2.01
1.76
25.510
1.53
1.31
1.11
0.94
0.79
0.67
0.57
26.421
0.48
0.41
0.35
0.30
0.25
0.21
0.18
27.331
0.15
0.13
0.11
0.09
0.08
0.06
0.05
WinTR-20 Version 1.10
Page 9
10/01/2018
17:18
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no project subtitle provided
Area or
Drainage
Rain Gage
Runoff
------------
Peak Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -18
0.039
1.808
12.29
32.93
838.90
Line
Start Time
------------
Flow
Values @ time
increment
of 0.023
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
10.825
0.05
0.07
0.09
0.10
0.12
0.14
0.17
10.986
0.19
0.21
0.24
0.26
0.29
0.32
0.35
11.146
0.38
0.41
0.45
0.48
0.52
0.56
0.60
11.306
0.65
0.70
0.75
0.80
0.86
0.92
0.98
11.466
1.04
1.11
1.18
1.26
1.34
1.43
1.54
11.626
1.66
1.81
1.99
2.19
2.44
2.73
3.07
11.786
3.46
3.89
4.39
4.95
5.57
6.24
7.01
11.946
7.92
9.01
10.29
11.84
13.70
15.84
18.19
12.106
20.71
23.24
25.69
27.94
29.88
31.40
32.40
12.266
32.88
32.93
32.63
32.04
31.22
30.26
29.20
12.426
28.07
26.90
25.76
24.64
23.49
22.33
21.16
12.586
19.99
18.85
17.72
16.64
15.63
14.67
13.79
12.746
12.99
12.26
11.62
11.05
10.53
10.07
9.66
12.906
9.30
8.96
8.66
8.38
8.12
7.87
7.64
13.066
7.42
7.22
7.03
6.85
6.68
6.52
6.38
13.226
6.25
6.14
6.03
5.94
5.85
5.77
5.70
13.386
5.63
5.57
5.52
5.46
5.41
5.36
5.32
13.546
5.27
5.23
5.19
5.15
5.11
5.07
5.03
13.706
4.99
4.95
4.91
4.87
4.83
4.80
4.76
13.866
4.72
4.68
4.64
4.60
4.56
4.52
4.49
14.026
4.45
4.41
4.37
4.33
4.29
4.26
4.22
14.186
4.19
4.15
4.12
4.09
4.06
4.04
4.01
14.346
3.99
3.96
3.94
3.92
3.90
3.88
3.85
14.506
3.83
3.81
3.79
3.77
3.76
3.74
3.72
14.666
3.70
3.68
3.66
3.64
3.62
3.60
3.58
14.827
3.56
3.54
3.52
3.50
3.49
3.47
3.45
14.987
3.43
3.41
3.39
3.37
3.35
3.33
3.31
15.147
3.29
3.27
3.25
3.23
3.21
3.19
3.17
15.307
3.15
3.13
3.11
3.09
3.07
3.05
3.03
15.467
3.01
2.99
2.97
2.95
2.92
2.90
2.88
WinTR-55, Version 1.00.10 Page 11 10/1/2018 5:19:13 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
(continued)
WinTR-55, Version 1.00.10 Page 12 10/1/2018 5:19:13 PM
STORM 10 -Yr
SUB -AREA:
DA -11
Outlet
.03194 57.
.527
DA -12
Outlet
.02714 42.
.521
DA -13
Outlet
.02742 39.
.362
15.627
2.86
2.84
2.82
2.80
2.78
2.76
2.74
15.787
2.72
2.70
2.67
2.65
2.63
2.61
2.59
15.947
2.57
2.55
2.53
2.50
2.48
2.46
2.44
16.107
2.42
2.40
2.38
2.36
2.35
2.33
2.31
16.267
2.30
2.28
2.27
2.25
2.24
2.23
2.22
16.427
2.21
2.20
2.18
2.17
2.16
2.15
2.14
16.587
2.13
2.13
2.12
2.11
2.10
2.09
2.08
16.747
2.07
2.06
2.05
2.04
2.03
2.02
2.01
16.907
2.00
1.99
1.98
1.97
1.97
1.96
1.95
17.067
1.94
1.93
1.92
1.91
1.90
1.89
1.88
17.227
1.87
1.86
1.85
1.84
1.83
1.82
1.81
17.387
1.81
1.80
1.79
1.78
1.77
1.76
1.75
17.547
1.74
1.73
1.72
1.71
1.70
1.69
1.68
17.707
1.67
1.66
1.65
1.64
1.63
1.62
1.61
17.867
1.60
1.59
1.58
1.57
1.56
1.55
1.55
WinTR-20 Version
1.10
Page
10
10/01/2018
17:18
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no project subtitle
provided
Line
Start Time ------------
Flow
Values @
time increment
of 0.023
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
18.027
1.54
1.53
1.52
1.51
1.50
1.49
1.48
18.187
1.47
1.46
1.46
1.45
1.44
1.44
1.43
18.347
1.43
1.42
1.42
1.42
1.41
1.41
1.41
18.507
1.40
1.40
1.40
1.39
1.39
1.39
1.38
18.668
1.38
1.38
1.37
1.37
1.37
1.37
1.36
18.828
1.36
1.36
1.35
1.35
1.35
1.35
1.34
18.988
1.34
1.34
1.34
1.33
1.33
1.33
1.32
19.148
1.32
1.32
1.32
1.31
1.31
1.31
1.30
19.308
1.30
1.30
1.30
1.29
1.29
1.29
1.28
19.468
1.28
1.28
1.28
1.27
1.27
1.27
1.26
19.628
1.26
1.26
1.26
1.25
1.25
1.25
1.24
19.788
1.24
1.24
1.24
1.23
1.23
1.23
1.22
19.948
1.22
1.22
1.22
1.21
1.21
1.21
1.20
20.108
1.20
1.20
1.20
1.19
1.19
1.19
1.19
20.268
1.18
1.18
1.18
1.18
1.17
1.17
1.17
20.428
1.17
1.17
1.16
1.16
1.16
1.16
1.15
20.588
1.15
1.15
1.15
1.15
1.14
1.14
1.14
20.748
1.14
1.13
1.13
1.13
1.13
1.12
1.12
20.908
1.12
1.12
1.12
1.11
1.11
1.11
1.11
21.068
1.11
1.10
1.10
1.10
1.10
1.10
1.09
21.228
1.09
1.09
1.09
1.08
1.08
1.08
1.08
21.388
1.08
1.07
1.07
1.07
1.07
1.06
1.06
21.548
1.06
1.06
1.06
1.05
1.05
1.05
1.05
21.708
1.04
1.04
1.04
1.04
1.04
1.03
1.03
21.868
1.03
1.03
1.03
1.02
1.02
1.02
1.02
22.028
1.01
1.01
1.01
1.01
1.01
1.00
1.00
22.188
1.00
1.00
0.99
0.99
0.99
0.99
0.99
22.348
0.98
0.98
0.98
0.98
0.97
0.97
0.97
22.509
0.97
0.96
0.96
0.96
0.96
0.96
0.95
22.669
0.95
0.95
0.95
0.95
0.94
0.94
0.94
22.829
0.94
0.93
0.93
0.93
0.93
0.92
0.92
WinTR-55, Version 1.00.10 Page 12 10/1/2018 5:19:13 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -11
Outlet
Rain Gage
DA -12
Outlet
Peak
DA -13
Outlet
Reach
22.989
0.92
0.92
23.149
0.90
0.90
23.309
0.89
0.89
23.469
0.87
0.87
23.629
0.86
0.85
23.789
0.84
0.84
23.949
0.82
0.82
24.109
0.75
0.71
24.269
0.37
0.32
24.429
0.12
0.10
Beginning of Input Data List
0 0 0.05
(continued)
Area or
STORM 10 -Yr
Rain Gage
Runoff
------------
Peak
.03194 57.
.527
Reach
Area
ID or
.02714 42.
.521
Time
Rate
Rate
.02742 39.
.362
Location
(in)
0.92
0.91
0.91
0.91
0.91
0.90
0.90
0.89
0.89
0.89
0.88
0.88
0.88
0.88
0.87
0.87
0.87
0.86
0.86
0.86
0.85
0.85
0.85
0.85
0.84
0.84
0.83
0.83
0.83
0.83
0.82
0.82
0.81
0.80
0.78
0.66
0.61
0.55
0.49
0.43
0.27
0.23
0.19
0.16
0.14
0.08
0.07
0.06
0.05
(cfs)
Area or
Drainage
Rain Gage
Runoff
------------
Peak
Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -19
0.144
0.944
12.54
40.73
282.36
WinTR-20 Version 1.10
Page 11
10/01/2018
17:18
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no project subtitle provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.039 hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
11.874
0.08
0.21
0.51
1.11
2.15
3.77
6.13
12.148
9.24
13.01
17.30
21.83
26.29
30.36
33.86
12.422
36.68
38.79
40.16
40.73
40.63
39.90
38.67
12.696
37.12
35.39
33.58
31.73
29.90
28.15
26.49
12.970
24.95
23.56
22.29
21.15
20.11
19.18
18.32
13.244
17.54
16.83
16.19
15.61
15.09
14.63
14.21
13.518
13.84
13.50
13.20
12.93
12.68
12.45
12.24
13.792
12.03
11.84
11.65
11.47
11.29
11.12
10.96
14.066
10.80
10.65
10.50
10.35
10.21
10.08
9.95
14.341
9.83
9.72
9.61
9.51
9.41
9.32
9.23
14.615
9.15
9.07
8.99
8.91
8.84
8.77
8.69
14.889
8.62
8.55
8.48
8.41
8.34
8.27
8.19
15.163
8.12
8.05
7.98
7.91
7.83
7.76
7.68
15.437
7.61
7.54
7.46
7.38
7.31
7.23
7.15
15.711
7.07
7.00
6.92
6.84
6.76
6.68
6.60
15.985
6.52
6.43
6.35
6.27
6.19
6.11
6.03
16.259
5.95
5.88
5.81
5.74
5.68
5.62
5.56
16.533
5.51
5.46
5.41
5.36
5.32
5.27
5.23
16.807
5.19
5.15
5.11
5.07
5.03
4.99
4.95
17.082
4.92
4.88
4.84
4.80
4.76
4.73
4.69
17.356
4.65
4.61
4.58
4.54
4.50
4.46
4.42
17.630
4.39
4.35
4.31
4.27
4.23
4.19
4.15
17.904
4.12
4.08
4.04
4.00
3.96
3.92
3.88
18.178
3.84
3.80
3.77
3.73
3.70
3.67
3.64
18.452
3.62
3.60
3.57
3.55
3.54
3.52
3.50
18.726
3.49
3.47
3.46
3.44
3.43
3.42
3.41
WinTR-55, Version 1.00.10 Page 13 10/1/2018 5:19:13 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
(continued)
WinTR-55, Version 1.00.10 Page 14 10/1/2018 5:19:13 PM
STORM 10 -Yr
SUB -AREA:
DA -11 Outlet
.03194
57.
.527
DA -12 Outlet
.02714
42.
.521
DA -13 Outlet
.02742
39.
.362
19.000
3.39
3.38
3.37
3.36
3.35
3.33
3.32
19.274
3.31
3.30
3.29
3.28
3.27
3.25
3.24
19.549
3.23
3.22
3.21
3.20
3.19
3.18
3.16
19.823
3.15
3.14
3.13
3.12
3.11
3.10
3.08
20.097
3.07
3.06
3.05
3.04
3.03
3.02
3.01
20.371
3.00
2.99
2.98
2.97
2.96
2.95
2.94
20.645
2.93
2.92
2.91
2.90
2.89
2.88
2.87
20.919
2.86
2.86
2.85
2.84
2.83
2.82
2.81
21.193
2.80
2.80
2.79
2.78
2.77
2.76
2.75
21.467
2.74
2.73
2.72
2.72
2.71
2.70
2.69
21.741
2.68
2.67
2.66
2.65
2.64
2.63
2.63
22.015
2.62
2.61
2.60
2.59
2.58
2.57
2.56
22.290
2.55
2.54
2.54
2.53
2.52
2.51
2.50
22.564
2.49
2.48
2.47
2.46
2.45
2.44
2.43
22.838
2.42
2.42
2.41
2.40
2.39
2.38
2.37
23.112
2.36
2.35
2.34
2.33
2.32
2.31
2.30
23.386
2.29
2.28
2.27
2.26
2.25
2.24
2.24
23.660
2.23
2.22
2.21
2.20
2.19
2.18
2.17
23.934
2.16
2.15
2.14
2.12
2.09
2.05
1.98
24.208
1.89
1.78
1.64
1.49
1.33
1.18
1.02
24.482
0.88
0.75
0.63
0.53
0.45
0.38
0.33
24.757
0.28
0.24
0.20
0.17
0.14
0.12
0.10
25.031
0.09
0.07
0.06
0.05
WinTR-20 Version 1.10
Page
12
10/01/2018
17:18
Duke
no project subtitle
provided
Area or
Drainage
Rain Gage
Runoff
------------
Peak Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -20
0.029
1.143
12.31
13.70
466.99
Line
Start Time
------------
Flow
Values @ time
increment
of 0.022
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
11.770
0.08
0.14
0.21
0.31
0.44
0.61
0.80
11.926
1.05
1.37
1.77
2.27
2.89
3.66
4.56
12.082
5.59
6.73
7.91
9.10
10.25
11.29
12.18
12.238
12.86
13.32
13.59
13.70
13.67
13.51
13.28
12.394
12.99
12.64
12.25
11.86
11.46
11.04
10.59
12.551
10.12
9.64
9.16
8.68
8.20
7.74
7.31
12.707
6.90
6.53
6.19
5.88
5.61
5.36
5.14
12.863
4.95
4.77
4.61
4.47
4.34
4.21
4.10
13.019
3.99
3.88
3.78
3.69
3.60
3.52
3.44
13.175
3.37
3.31
3.25
3.19
3.14
3.10
3.06
13.331
3.02
2.99
2.96
2.93
2.90
2.88
2.86
13.487
2.83
2.81
2.79
2.77
2.75
2.73
2.72
13.643
2.70
2.68
2.66
2.64
2.62
2.61
2.59
13.799
2.57
2.55
2.53
2.52
2.50
2.48
2.46
13.955
2.44
2.42
2.40
2.38
2.37
2.35
2.33
WinTR-55, Version 1.00.10 Page 14 10/1/2018 5:19:13 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -11
Outlet
2.14
DA -12
Outlet
.02742 39.
DA -13
Outlet
2.17
14.111
2.31
2.29
14.267
2.20
2.18
14.423
2.12
2.11
14.579
2.05
2.04
14.735
1.98
1.97
14.891
1.92
1.91
15.048
1.85
1.84
15.204
1.78
1.77
15.360
1.71
1.70
15.516
1.63
1.62
15.672
1.56
1.55
15.828
1.48
1.47
15.984
1.41
1.39
16.140
1.33
1.32
16.296
1.27
1.26
16.452
1.22
1.22
16.608
1.19
1.18
16.764
1.15
1.15
16.920
1.12
1.11
17.076
1.08
1.08
17.232
1.05
1.04
17.388
1.01
1.01
17.545
0.98
0.97
17.701
0.94
0.94
17.857
0.91
0.90
18.013
0.87
0.86
18.169
0.83
0.83
18.325
0.81
0.81
18.481
0.80
0.79
18.637
0.79
0.78
WinTR-20 Version 1.10
Beginning of Input Data List
0 0 0.05
STORM 10 -Yr
Page 13
Duke
no project subtitle provided
Line
.03194 57.
2.14
.02714 42.
Start Time
.02742 39.
2.27
2.26
2.17
2.16
2.10
2.09
2.03
2.02
1.96
1.95
1.90
1.89
1.83
1.82
1.76
1.75
1.69
1.68
1.61
1.60
1.54
1.53
1.46
1.45
1.38
1.37
1.31
1.30
1.25
1.25
1.21
1.21
1.18
1.17
1.14
1.14
1.11
1.10
1.07
1.07
1.04
1.03
1.00
1.00
0.97
0.96
0.93
0.93
0.90
0.89
0.86
0.85
0.83
0.82
0.81
0.80
0.79
0.79
0.78
0.78
Page 13
Duke
no project subtitle provided
Line
2.21
2.14
2.13
Start Time
------------
Flow
Values @ time ii
(hr)
(cfs)
(cfs)
(cfs) (c
18.793
0.77
0.77
0.77
18.949
0.76
0.76
0.76
19.105
0.75
0.75
0.75
19.261
0.74
0.74
0.74
19.417
0.73
0.73
0.73
19.573
0.72
0.72
0.72
19.729
0.71
0.71
0.71
19.885
0.70
0.70
0.70
20.042
0.69
0.69
0.69
20.198
0.68
0.68
0.68
20.354
0.67
0.67
0.67
20.510
0.66
0.66
0.66
20.666
0.66
0.65
0.65
20.822
0.65
0.65
0.64
20.978
0.64
0.64
0.64
21.134
0.63
0.63
0.63
(continued)
.527
.521
.362
2.24
2.15
2.08
2.01
1.94
1.88
1.81
1.74
1.67
1.59
1.52
1.44
1.36
1.29
1.24
1.20
1.17
1.13
1.10
1.06
1.03
0.99
0.96
0.92
0.89
0.85
0.82
0.80
0.79
0.78
2.22
2.21
2.14
2.13
2.07
2.06
2.00
1.99
1.94
1.93
1.87
1.86
1.80
1.79
1.73
1.72
1.66
1.65
1.58
1.57
1.51
1.49
1.43
1.42
1.35
1.34
1.28
1.28
1.24
1.23
1.20
1.19
1.16
1.16
1.13
1.12
1.09
1.09
1.06
1.06
1.02
1.02
0.99
0.98
0.95
0.95
0.92
0.91
0.88
0.88
0.84
0.84
0.82
0.81
0.80
0.80
0.79
0.79
0.78
0.78
10/01/2018 17:18
icrement
of 0.022
hr------------
;fs)
(cfs)
(cfs)
(cfs)
1.77
0.77
0.77
0.77
1.76
0.76
0.76
0.76
1.75
0.75
0.75
0.75
1.74
0.74
0.74
0.73
1.73
0.73
0.73
0.72
1.72
0.72
0.72
0.71
1.71
0.71
0.70
0.70
1.70
0.70
0.69
0.69
1.69
0.68
0.68
0.68
1.68
0.68
0.67
0.67
1.67
0.67
0.67
0.66
1.66
0.66
0.66
0.66
1.65
0.65
0.65
0.65
1.64
0.64
0.64
0.64
1.64
0.63
0.63
0.63
1.63
0.63
0.63
0.62
WinTR-55, Version 1.00.10 Page 15 10/1/2018 5:19:13 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
Beginning of Input Data List
0 0 0.05
STORM 10 -Yr
(continued)
DA -11 Outlet
.03194 57.
.527
DA -12 Outlet
.02714
42.
.521
DA -13 Outlet
.02742
39.
.362
21.290
0.62
0.62
0.62
0.62
0.62
0.62
0.62
21.446
0.61
0.61
0.61
0.61
0.61
0.61
0.61
21.602
0.61
0.60
0.60
0.60
0.60
0.60
0.60
21.758
0.60
0.60
0.60
0.59
0.59
0.59
0.59
21.914
0.59
0.59
0.59
0.59
0.59
0.58
0.58
22.070
0.58
0.58
0.58
0.58
0.58
0.58
0.57
22.226
0.57
0.57
0.57
0.57
0.57
0.57
0.57
22.382
0.56
0.56
0.56
0.56
0.56
0.56
0.56
22.539
0.56
0.55
0.55
0.55
0.55
0.55
0.55
22.695
0.55
0.55
0.55
0.54
0.54
0.54
0.54
22.851
0.54
0.54
0.54
0.53
0.53
0.53
0.53
23.007
0.53
0.53
0.53
0.53
0.53
0.52
0.52
23.163
0.52
0.52
0.52
0.52
0.52
0.51
0.51
23.319
0.51
0.51
0.51
0.51
0.51
0.51
0.51
23.475
0.50
0.50
0.50
0.50
0.50
0.50
0.50
23.631
0.50
0.49
0.49
0.49
0.49
0.49
0.49
23.787
0.49
0.49
0.48
0.48
0.48
0.48
0.48
23.943
0.48
0.48
0.47
0.47
0.47
0.46
0.45
24.099
0.44
0.42
0.39
0.36
0.33
0.29
0.26
24.255
0.23
0.19
0.16
0.14
0.12
0.10
0.08
24.411
0.07
0.06
0.05
Area or
Drainage
Rain Gage
Runoff
------------
Peak
Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
OUTLET
0.614
1.157
12.46
164.06
267.28
Line
Start Time
------------
Flow
Values @ time
increment
of 0.022 hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
10.834
0.05
0.08
0.09
0.11
0.13
0.15
0.22
10.990
0.27
0.31
0.35
0.39
0.44
0.48
0.53
11.146
0.58
0.64
0.70
0.76
0.82
0.89
0.96
WinTR-20 Version 1.10
Page
14
10/01/2018
17:18
Duke
no project subtitle
provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.022 hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
11.302
1.04
1.12
1.21
1.30
1.39
1.49
1.59
11.458
1.71
1.88
2.03
2.18
2.36
2.63
2.86
11.614
3.13
3.44
3.81
4.24
4.74
5.33
6.04
11.770
6.94
7.93
9.07
10.41
11.96
13.76
15.80
11.926
18.24
21.16
24.69
29.01
34.22
40.49
47.78
12.082
56.05
65.28
75.22
85.64
96.13
106.49
116.34
12.238
125.36
133.49
140.55
146.60
151.59
155.58
158.67
12.394
161.10
162.80
163.61
164.06
163.65
162.90
161.53
12.551
159.63
157.26
154.37
151.22
147.77
144.22
140.59
12.707
136.94
133.36
129.87
126.55
123.38
120.39
117.57
12.863
114.95
112.50
110.18
107.99
105.96
104.10
102.38
WinTR-55, Version 1.00.10 Page 16 10/1/2018 5:19:13 PM

WinTR-20 Printed Page
File
Beginning of
Input Data
List
TR20.inp
WinTR-20: Version 1.10
0
0
0.05
(continued)
no project
subtitle provided
STORM
10 -Yr
SUB -AREA:
DA -11 Outlet
.03194
57.
.527
DA -12 Outlet
.02714
42.
.521
DA -13 Outlet
.02742
39.
.362
13.019
100.76
99.21
97.73
96.37
95.12
93.98
92.89
13.175
91.78
90.75
89.80
88.94
88.15
87.40
86.60
13.331
85.87
85.20
84.60
84.04
83.47
82.84
82.26
13.487
81.72
81.22
80.75
80.21
79.68
79.15
78.66
13.643
78.18
77.71
77.18
76.63
76.09
75.56
75.04
13.799
74.51
73.92
73.31
72.71
72.11
71.52
70.91
13.955
70.26
69.60
68.95
68.30
67.65
67.01
66.36
14.111
65.72
65.08
64.44
63.82
63.21
62.62
62.05
14.267
61.47
60.91
60.36
59.83
59.33
58.82
58.33
14.423
57.84
57.36
56.91
56.48
56.05
55.62
55.19
14.579
54.78
54.38
54.00
53.61
53.23
52.85
52.48
14.735
52.12
51.76
51.40
51.05
50.69
50.34
50.00
14.891
49.66
49.33
48.99
48.65
48.32
48.00
47.68
15.048
47.36
47.04
46.72
46.41
46.11
45.80
45.50
15.204
45.19
44.89
44.59
44.30
44.00
43.71
43.41
15.360
43.12
42.83
42.55
42.27
41.98
41.70
41.41
15.516
41.14
40.86
40.58
40.31
40.03
39.75
39.48
15.672
39.21
38.94
38.67
38.40
38.13
37.87
37.60
15.828
37.34
37.07
36.80
36.54
36.28
36.02
35.76
15.984
35.50
35.24
34.98
34.72
34.47
34.21
33.96
16.140
33.71
33.47
33.23
32.99
32.75
32.52
32.30
16.296
32.08
31.87
31.66
31.45
31.25
31.05
30.86
16.452
30.67
30.49
30.31
30.13
29.95
29.78
29.61
16.608
29.44
29.28
29.11
28.95
28.79
28.64
28.48
16.764
28.32
28.17
28.02
27.87
27.72
27.57
27.42
16.920
27.27
27.13
26.98
26.84
26.70
26.55
26.41
17.076
26.27
26.13
26.00
25.86
25.72
25.58
25.45
17.232
25.31
25.18
25.04
24.91
24.78
24.65
24.52
17.388
24.39
24.26
24.13
24.00
23.87
23.74
23.62
17.545
23.49
23.36
23.24
23.11
22.99
22.86
22.74
17.701
22.61
22.49
22.37
22.24
22.12
22.00
21.88
17.857
21.75
21.63
21.51
21.39
21.27
21.15
21.03
18.013
20.91
20.79
20.67
20.55
20.43
20.31
20.19
18.169
20.08
19.97
19.86
19.75
19.64
19.54
19.44
18.325
19.35
19.26
19.16
19.08
18.99
18.91
18.83
18.481
18.75
18.67
18.60
18.53
18.46
18.39
18.32
18.637
18.25
18.19
18.12
18.06
18.00
17.94
17.88
18.793
17.82
17.76
17.70
17.65
17.59
17.53
17.48
18.949
17.42
17.37
17.32
17.26
17.21
17.16
17.11
19.105
17.06
17.01
16.96
16.91
16.86
16.81
16.76
WinTR-20 Version 1.10
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no project subtitle
provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.022
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
19.261
16.71
16.67
16.62
16.57
16.53
16.48
16.43
19.417
16.39
16.35
16.30
16.26
16.21
16.17
16.13
19.573
16.08
16.04
16.00
15.96
15.91
15.87
15.83
19.729
15.79
15.75
15.71
15.67
15.63
15.59
15.55
19.885
15.51
15.47
15.43
15.40
15.36
15.32
15.28
20.042
15.24
15.21
15.17
15.13
15.09
15.06
15.02
WinTR-55, Version 1.00.10
Page 17
10/1/2018
5:19:13 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
STORM 10 -Yr
DA -11
Outlet
DA -12
.527
Outlet
DA -13
Outlet
20.198
14.98
14.95
20.354
14.75
14.72
20.510
14.52
14.49
20.666
14.31
14.28
20.822
14.11
14.08
20.978
13.91
13.88
21.134
13.72
13.70
21.290
13.53
13.51
21.446
13.35
13.32
21.602
13.16
13.13
21.758
12.98
12.95
21.914
12.80
12.78
22.070
12.63
12.60
22.226
12.45
12.42
22.382
12.26
12.24
22.539
12.08
12.06
22.695
11.91
11.89
22.851
11.73
11.71
23.007
11.56
11.53
23.163
11.37
11.35
23.319
11.19
11.16
23.475
11.01
10.99
23.631
10.84
10.81
23.787
10.66
10.63
23.943
10.47
10.44
24.099
10.07
9.92
24.255
8.27
7.94
24.411
6.05
5.80
24.567
4.52
4.32
24.723
3.59
3.49
24.879
2.98
2.91
25.036
2.56
2.51
25.192
2.13
2.08
25.348
1.82
1.78
25.504
1.54
1.50
25.660
1.28
1.25
25.816
1.05
1.02
25.972
0.86
0.83
26.128
0.70
0.68
26.284
0.58
0.56
26.440
0.47
0.46
26.596
0.39
0.38
26.752
0.32
0.31
26.908
0.26
0.25
27.064
0.21
0.21
WinTR-20 Version 1.10
Beginning of Input Data List
0 0 0.05
(continued)
Page 16 10/01/2018 17:18
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no project subtitle provided
Line
Start Time ------------ Flow Values @ time increment of 0.022 hr ------------
(hr) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
27.220 0.18 0.17 0.17 0.16 0.16 0.15 0.15
WinTR-55, Version 1.00.10 Page 18 10/1/2018 5:19:13 PM
STORM 10 -Yr
.03194 57.
.527
.02714 42.
.521
.02742 39.
.362
14.91
14.88
14.85
14.81
14.78
14.68
14.65
14.62
14.59
14.56
14.46
14.43
14.40
14.37
14.34
14.25
14.22
14.19
14.17
14.14
14.05
14.02
13.99
13.96
13.94
13.85
13.83
13.80
13.77
13.75
13.67
13.64
13.62
13.59
13.56
13.48
13.45
13.43
13.40
13.37
13.30
13.27
13.24
13.21
13.19
13.11
13.08
13.06
13.03
13.00
12.93
12.90
12.88
12.85
12.83
12.75
12.73
12.70
12.68
12.65
12.57
12.55
12.52
12.50
12.47
12.40
12.37
12.34
12.32
12.29
12.21
12.19
12.16
12.13
12.11
12.03
12.01
11.98
11.96
11.93
11.86
11.84
11.81
11.79
11.76
11.68
11.66
11.63
11.61
11.58
11.50
11.48
11.45
11.43
11.40
11.32
11.29
11.27
11.24
11.22
11.14
11.11
11.09
11.06
11.04
10.96
10.94
10.91
10.89
10.86
10.79
10.76
10.73
10.71
10.68
10.60
10.58
10.55
10.53
10.50
10.42
10.38
10.34
10.28
10.19
9.72
9.49
9.22
8.92
8.60
7.60
7.27
6.95
6.65
6.33
5.56
5.33
5.08
4.89
4.70
4.15
4.01
3.89
3.79
3.69
3.38
3.30
3.23
3.14
3.04
2.85
2.79
2.73
2.68
2.62
2.45
2.36
2.31
2.26
2.21
2.04
1.99
1.95
1.91
1.87
1.74
1.70
1.66
1.62
1.58
1.46
1.43
1.39
1.35
1.32
1.21
1.18
1.15
1.11
1.08
0.99
0.96
0.93
0.91
0.88
0.81
0.79
0.76
0.74
0.72
0.66
0.64
0.63
0.61
0.59
0.54
0.53
0.52
0.50
0.49
0.45
0.44
0.42
0.41
0.40
0.37
0.36
0.35
0.34
0.33
0.30
0.29
0.28
0.28
0.27
0.25
0.24
0.23
0.23
0.22
0.20
0.20
0.19
0.19
0.18
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Line
Start Time ------------ Flow Values @ time increment of 0.022 hr ------------
(hr) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
27.220 0.18 0.17 0.17 0.16 0.16 0.15 0.15
WinTR-55, Version 1.00.10 Page 18 10/1/2018 5:19:13 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -11 Outlet
DA -12 Outlet
DA -13 Outlet
27.377 0.14 0.14
27.533 0.12 0.11
27.689 0.10 0.09
27.845 0.08 0.08
28.001 0.06 0.06
28.157 0.05
Beginning of Input Data List
0 0 0.05
(continued)
STORM 1 -Yr
Area or
STORM 10 -Yr
Rain Gage
Runoff ------------
Peak
.03194 57.
.527
Reach
Area
ID or
.02714 42.
.521
Time
Rate
Rate
.02742 39.
.362
Location
(in)
0.14
0.13
0.13
0.12
0.12
0.11
0.11
0.10
0.10
0.10
0.09
0.09
0.08
0.08
0.08
0.07
0.07
0.07
0.07
0.06
0.06
0.06
0.06
0.05
0.05
STORM 1 -Yr
Area or
Drainage
Rain Gage
Runoff ------------
Peak
Flow ------------
Reach
Area
ID or
Amount Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -11
0.032
0.252
12.63
1.64
51.32
Line
Start Time
------------
Flow
Values @ time
increment
of 0.033 hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.133
0.06
0.12
0.20
0.31
0.45
0.61
0.77
12.366
0.93
1.09
1.24
1.37
1.48
1.56
1.61
12.599
1.64
1.64
1.62
1.59
1.55
1.50
1.45
12.832
1.40
1.34
1.29
1.25
1.20
1.16
1.13
13.065
1.10
1.06
1.03
1.01
0.98
0.96
0.93
13.298
0.91
0.89
0.88
0.86
0.85
0.84
0.83
13.531
0.82
0.81
0.80
0.79
0.79
0.78
0.77
13.764
0.76
0.76
0.75
0.75
0.74
0.73
0.73
13.997
0.72
0.71
0.71
0.70
0.70
0.69
0.68
14.230
0.68
0.67
0.67
0.66
0.66
0.65
0.65
14.463
0.64
0.64
0.64
0.63
0.63
0.63
0.62
14.696
0.62
0.62
0.61
0.61
0.61
0.60
0.60
14.929
0.60
0.59
0.59
0.59
0.58
0.58
0.58
15.162
0.57
0.57
0.56
0.56
0.56
0.55
0.55
15.395
0.55
0.54
0.54
0.53
0.53
0.53
0.52
15.627
0.52
0.51
0.51
0.50
0.50
0.49
0.49
15.860
0.49
0.48
0.48
0.47
0.47
0.46
0.46
16.093
0.45
0.45
0.44
0.44
0.43
0.43
0.43
16.326
0.42
0.42
0.41
0.41
0.41
0.41
0.40
16.559
0.40
0.40
0.39
0.39
0.39
0.39
0.39
16.792
0.38
0.38
0.38
0.38
0.37
0.37
0.37
17.025
0.37
0.37
0.36
0.36
0.36
0.36
0.35
17.258
0.35
0.35
0.35
0.35
0.34
0.34
0.34
17.491
0.34
0.33
0.33
0.33
0.33
0.33
0.32
17.724
0.32
0.32
0.32
0.31
0.31
0.31
0.31
17.957
0.30
0.30
0.30
0.30
0.29
0.29
0.29
18.190
0.29
0.29
0.28
0.28
0.28
0.28
0.28
18.423
0.27
0.27
0.27
0.27
0.27
0.27
0.27
18.656
0.27
0.27
0.27
0.26
0.26
0.26
0.26
18.889
0.26
0.26
0.26
0.26
0.26
0.26
0.26
19.122
0.26
0.26
0.26
0.26
0.25
0.25
0.25
WinTR-20 Version 1.10
Page 17
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provided
WinTR-55, Version 1.00.10 Page 19 10/1/2018 5:19:13 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
Beginning of Input Data List
0 0 0.05
WinTR-55, Version 1.00.10 Page 20 10/1/2018 5:19:13 PM
(continued)
no project
subtitle
provided
STORM
1 -Yr
SUB -AREA:
DA -11
Outlet
.03194
57.
.527
DA -12
Outlet
.02714
42.
.521
DA -13
Outlet
.02742
39.
.362
Line
Start Time
------------
Flow
Values @ time
increment
of 0.033
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
19.355
0.25
0.25
0.25
0.25
0.25
0.25
0.25
19.588
0.25
0.25
0.25
0.25
0.25
0.24
0.24
19.821
0.24
0.24
0.24
0.24
0.24
0.24
0.24
20.054
0.24
0.24
0.24
0.24
0.24
0.24
0.23
20.287
0.23
0.23
0.23
0.23
0.23
0.23
0.23
20.520
0.23
0.23
0.23
0.23
0.23
0.23
0.23
20.753
0.23
0.23
0.22
0.22
0.22
0.22
0.22
20.986
0.22
0.22
0.22
0.22
0.22
0.22
0.22
21.219
0.22
0.22
0.22
0.22
0.22
0.22
0.22
21.452
0.21
0.21
0.21
0.21
0.21
0.21
0.21
21.685
0.21
0.21
0.21
0.21
0.21
0.21
0.21
21.918
0.21
0.21
0.21
0.21
0.20
0.20
0.20
22.151
0.20
0.20
0.20
0.20
0.20
0.20
0.20
22.384
0.20
0.20
0.20
0.20
0.20
0.20
0.20
22.617
0.20
0.19
0.19
0.19
0.19
0.19
0.19
22.850
0.19
0.19
0.19
0.19
0.19
0.19
0.19
23.083
0.19
0.19
0.19
0.18
0.18
0.18
0.18
23.316
0.18
0.18
0.18
0.18
0.18
0.18
0.18
23.549
0.18
0.18
0.18
0.18
0.18
0.18
0.17
23.782
0.17
0.17
0.17
0.17
0.17
0.17
0.17
24.015
0.17
0.17
0.17
0.16
0.16
0.15
0.14
24.248
0.13
0.12
0.10
0.09
0.08
0.07
0.06
Area or
Drainage
Rain Gage
Runoff
------------
Peak Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -12
0.027
0.0
17.25
0.0
0.0
DA -13
0.027
0.0
24.00
0.0
0.0
DA -14
0.042
0.252
12.51
2.40
57.57
Line
Start Time
------------
Flow
Values @ time
increment
of 0.024
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.097
0.06
0.13
0.23
0.36
0.53
0.73
0.94
12.266
1.15
1.37
1.57
1.76
1.93
2.07
2.19
12.436
2.28
2.34
2.38
2.40
2.40
2.38
2.34
12.606
2.29
2.22
2.15
2.07
1.99
1.91
1.84
12.776
1.77
1.70
1.65
1.59
1.55
1.51
1.47
12.945
1.43
1.40
1.37
1.34
1.31
1.28
1.26
13.115
1.23
1.21
1.19
1.17
1.15
1.13
1.12
13.285
1.10
1.09
1.08
1.07
1.06
1.05
1.04
13.455
1.04
1.03
1.02
1.02
1.01
1.01
1.00
13.624
1.00
0.99
0.99
0.98
0.98
0.97
0.97
13.794
0.96
0.96
0.95
0.95
0.94
0.93
0.93
13.964
0.92
0.92
0.91
0.91
0.90
0.89
0.89
14.134
0.88
0.88
0.87
0.86
0.86
0.85
0.85
14.304
0.85
0.84
0.84
0.83
0.83
0.83
0.83
14.473
0.82
0.82
0.82
0.81
0.81
0.81
0.80
14.643
0.80
0.80
0.80
0.79
0.79
0.79
0.78
WinTR-55, Version 1.00.10 Page 20 10/1/2018 5:19:13 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
(continued)
WinTR-55, Version 1.00.10 Page 21 10/1/2018 5:19:13 PM
STORM 1 -Yr
SUB -AREA:
DA -11
Outlet
.03194 57.
.527
DA -12
Outlet
.02714 42.
.521
DA -13
Outlet
.02742 39.
.362
WinTR-20 Version 1.10
Page
18
10/01/2018
17:18
Duke
no project subtitle
provided
Line
Start Time ------------
Flow
Values @
time increment
of 0.024
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
14.813
0.78
0.78
0.77
0.77
0.77
0.76
0.76
14.983
0.76
0.75
0.75
0.75
0.74
0.74
0.74
15.152
0.73
0.73
0.73
0.72
0.72
0.72
0.71
15.322
0.71
0.70
0.70
0.70
0.69
0.69
0.68
15.492
0.68
0.68
0.67
0.67
0.66
0.66
0.66
15.662
0.65
0.65
0.64
0.64
0.63
0.63
0.62
15.831
0.62
0.62
0.61
0.61
0.60
0.60
0.59
16.001
0.59
0.58
0.58
0.57
0.57
0.57
0.56
16.171
0.56
0.55
0.55
0.55
0.54
0.54
0.54
16.341
0.53
0.53
0.53
0.52
0.52
0.52
0.52
16.511
0.52
0.51
0.51
0.51
0.51
0.50
0.50
16.680
0.50
0.50
0.50
0.49
0.49
0.49
0.49
16.850
0.49
0.48
0.48
0.48
0.48
0.48
0.47
17.020
0.47
0.47
0.47
0.47
0.46
0.46
0.46
17.190
0.46
0.46
0.45
0.45
0.45
0.45
0.44
17.359
0.44
0.44
0.44
0.44
0.43
0.43
0.43
17.529
0.43
0.43
0.42
0.42
0.42
0.42
0.41
17.699
0.41
0.41
0.41
0.40
0.40
0.40
0.40
17.869
0.40
0.39
0.39
0.39
0.39
0.38
0.38
18.038
0.38
0.38
0.37
0.37
0.37
0.37
0.37
18.208
0.36
0.36
0.36
0.36
0.36
0.36
0.36
18.378
0.35
0.35
0.35
0.35
0.35
0.35
0.35
18.548
0.35
0.35
0.35
0.35
0.35
0.35
0.34
18.717
0.34
0.34
0.34
0.34
0.34
0.34
0.34
18.887
0.34
0.34
0.34
0.34
0.34
0.34
0.34
19.057
0.34
0.33
0.33
0.33
0.33
0.33
0.33
19.227
0.33
0.33
0.33
0.33
0.33
0.33
0.33
19.397
0.33
0.33
0.33
0.32
0.32
0.32
0.32
19.566
0.32
0.32
0.32
0.32
0.32
0.32
0.32
19.736
0.32
0.32
0.32
0.32
0.32
0.31
0.31
19.906
0.31
0.31
0.31
0.31
0.31
0.31
0.31
20.076
0.31
0.31
0.31
0.31
0.31
0.31
0.30
20.245
0.30
0.30
0.30
0.30
0.30
0.30
0.30
20.415
0.30
0.30
0.30
0.30
0.30
0.30
0.30
20.585
0.30
0.30
0.30
0.30
0.29
0.29
0.29
20.755
0.29
0.29
0.29
0.29
0.29
0.29
0.29
20.924
0.29
0.29
0.29
0.29
0.29
0.29
0.29
21.094
0.29
0.29
0.29
0.28
0.28
0.28
0.28
21.264
0.28
0.28
0.28
0.28
0.28
0.28
0.28
21.434
0.28
0.28
0.28
0.28
0.28
0.28
0.28
21.604
0.28
0.27
0.27
0.27
0.27
0.27
0.27
21.773
0.27
0.27
0.27
0.27
0.27
0.27
0.27
21.943
0.27
0.27
0.27
0.27
0.27
0.27
0.26
22.113
0.26
0.26
0.26
0.26
0.26
0.26
0.26
22.283
0.26
0.26
0.26
0.26
0.26
0.26
0.26
22.452
0.26
0.26
0.26
0.25
0.25
0.25
0.25
22.622
0.25
0.25
0.25
0.25
0.25
0.25
0.25
WinTR-55, Version 1.00.10 Page 21 10/1/2018 5:19:13 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -11 Outlet
DA -12 Outlet
DA -13 Outlet
22.792 0.25 0.25
22.962 0.24 0.24
23.131 0.24 0.24
23.301 0.24 0.24
WinTR-20 Version 1.10 Page 19
Duke
no project subtitle provided
Beginning of Input Data List
0 0
STORM 1 -Yr
.03194 57.
.02714 42.
.02742 39.
0.25 0.25
0.24 0.24
0.24 0.24
0.24 0.23
Line
Start Time
(hr)
23.471
23.641
23.811
23.980
24.150
24.320
Area or
Reach
Identifier
DA -15
Line
Start Time
(hr)
15.000
15.268
15.535
15.803
16.070
16.338
16.605
16.873
17.140
17.407
17.675
17.942
18.210
18.477
18.745
19.012
19.280
19.547
19.815
20.082
20.350
20.617
20.885
21.152
21.420
0.05
(continued)
------------
.527
Values @ time
increment
.521
hr------------
.362
(cfs)
0.25
0.25
0.25
0.24
0.24
0.24
0.24
0.24
0.24
0.23
0.23
0.23
0.23
10/01/2018
17:18
------------
Flow
Values @ time
increment
of 0.024
hr------------
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
0.23
0.23
0.23
0.23
0.23
0.23
0.23
0.23
0.23
0.23
0.23
0.23
0.23
0.22
0.22
0.22
0.22
0.22
0.22
0.22
0.22
0.22
0.22
0.22
0.22
0.21
0.21
0.20
0.19
0.17
0.16
0.14
0.12
0.11
0.09
0.08
0.07
0.06
Drainage
Rain Gage
Runoff
------------
Peak Flow ------------
Area
ID or
Amount
Elevation
Time
Rate
Rate
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
0.049
0.025
17.22
0.10
1.95
------------
Flow
Values @ time
increment
of 0.038
hr------------
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
0.05
0.05
0.06
0.06
0.06
0.06
0.06
0.07
0.07
0.07
0.07
0.07
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.08
0.08
0.08
0.08
WinTR-55, Version 1.00.10 Page 22 10/1/2018 5:19:14 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
(continued)
WinTR-55, Version 1.00.10 Page 23 10/1/2018 5:19:14 PM
STORM 1 -Yr
SUB -AREA:
DA -11 Outlet
.03194
57.
.527
DA -12 Outlet
.02714
42.
.521
DA -13 Outlet
.02742
39.
.362
21.687
0.08
0.08
0.08
0.08
0.08
0.08
0.08
21.955
0.08
0.08
0.08
0.08
0.08
0.08
0.08
22.222
0.08
0.08
0.08
0.08
0.08
0.08
0.08
22.489
0.08
0.08
0.08
0.08
0.08
0.08
0.08
22.757
0.08
0.08
0.08
0.08
0.08
0.08
0.08
23.024
0.08
0.08
0.08
0.08
0.08
0.08
0.08
23.292
0.08
0.08
0.08
0.08
0.08
0.08
0.08
23.559
0.08
0.08
0.08
0.08
0.08
0.08
0.08
23.827
0.08
0.08
0.08
0.08
0.07
0.07
0.07
WinTR-20 Version 1.10
Page 20
10/01/2018
17:18
Duke
no project subtitle
provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.038
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
24.094
0.07
0.07
0.07
0.07
0.06
0.06
0.05
Area or
Drainage
Rain Gage
Runoff ------------
Peak Flow ------------
Reach
Area
ID or
Amount Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -16
0.046
0.406
12.64
4.81
103.81
Line
Start Time
------------
Flow
Values @ time
increment
of 0.042
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.046
0.12
0.26
0.48
0.79
1.20
1.69
2.23
12.343
2.78
3.29
3.76
4.15
4.46
4.67
4.79
12.639
4.81
4.75
4.62
4.45
4.26
4.06
3.85
12.936
3.65
3.46
3.28
3.11
2.96
2.82
2.69
13.232
2.58
2.47
2.37
2.29
2.21
2.14
2.07
13.529
2.02
1.97
1.92
1.88
1.84
1.81
1.78
13.826
1.75
1.72
1.69
1.66
1.64
1.61
1.59
14.122
1.56
1.54
1.52
1.50
1.48
1.46
1.44
14.419
1.42
1.40
1.39
1.38
1.36
1.35
1.34
14.716
1.32
1.31
1.30
1.29
1.28
1.27
1.26
15.012
1.25
1.24
1.23
1.21
1.20
1.19
1.18
15.309
1.17
1.16
1.15
1.14
1.13
1.11
1.10
15.606
1.09
1.08
1.07
1.05
1.04
1.03
1.02
15.902
1.00
0.99
0.98
0.97
0.95
0.94
0.93
16.199
0.92
0.90
0.89
0.88
0.87
0.86
0.85
16.496
0.84
0.83
0.82
0.81
0.81
0.80
0.79
16.792
0.79
0.78
0.77
0.77
0.76
0.75
0.75
17.089
0.74
0.73
0.73
0.72
0.72
0.71
0.70
17.386
0.70
0.69
0.69
0.68
0.67
0.67
0.66
17.682
0.66
0.65
0.64
0.64
0.63
0.63
0.62
17.979
0.61
0.61
0.60
0.59
0.59
0.58
0.58
18.276
0.57
0.56
0.56
0.55
0.55
0.55
0.54
18.572
0.54
0.54
0.53
0.53
0.53
0.52
0.52
18.869
0.52
0.52
0.52
0.51
0.51
0.51
0.51
19.166
0.51
0.50
0.50
0.50
0.50
0.50
0.50
WinTR-55, Version 1.00.10 Page 23 10/1/2018 5:19:14 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -11
Outlet
0.47
DA -12
Outlet
.02742 39.
DA -13
Outlet
0.48
19.462
0.49
0.49
19.759
0.48
0.48
20.055
0.47
0.47
20.352
0.46
0.45
20.649
0.44
0.44
20.945
0.43
0.43
21.242
0.42
0.42
21.539
0.42
0.41
21.835
0.40
0.40
22.132
0.39
0.39
22.429
0.38
0.38
22.725
0.37
0.37
23.022
0.36
0.36
23.319
0.35
0.35
WinTR-20 Version 1.10
Beginning of Input Data List
0 0 0.05
STORM 1 -Yr
Page 21
Duke
no project subtitle provided
(continued)
.527
.521
.362
0.49
0.47
0.46
0.45
0.44
0.43
0.42
0.41
0.40
0.39
0.38
0.37
0.36
0.35
0.48
.03194 57.
0.47
.02714 42.
0.46
.02742 39.
0.49
0.49
0.48
0.48
0.46
0.46
0.45
0.45
0.44
0.44
0.43
0.43
0.42
0.42
0.41
0.41
0.40
0.40
0.39
0.39
0.38
0.38
0.37
0.37
0.36
0.36
0.35
0.35
Page 21
Duke
no project subtitle provided
(continued)
.527
.521
.362
0.49
0.47
0.46
0.45
0.44
0.43
0.42
0.41
0.40
0.39
0.38
0.37
0.36
0.35
0.48
0.48
0.47
0.47
0.46
0.46
0.45
0.45
0.44
0.44
0.43
0.43
0.42
0.42
0.41
0.41
0.40
0.40
0.39
0.39
0.38
0.38
0.37
0.37
0.36
0.35
0.35
0.34
10/01/2018 17:18
Line
Start Time
------------
Flow
Values @ time
increment
of 0.042
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
23.615
0.34
0.34
0.34
0.34
0.34
0.33
0.33
23.912
0.33
0.33
0.33
0.33
0.32
0.32
0.31
24.209
0.30
0.28
0.26
0.24
0.21
0.19
0.17
24.505
0.14
0.12
0.10
0.09
0.07
0.06
0.05
Area or
Drainage
Rain Gage
Runoff
------------
Peak Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -17
0.177
0.200
14.13
3.43
19.36
Line
Start Time
------------
Flow
Values @ time
increment
of 0.130
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.310
0.06
0.16
0.31
0.54
0.85
1.22
1.62
13.221
2.02
2.37
2.68
2.94
3.14
3.29
3.39
14.131
3.43
3.42
3.40
3.36
3.33
3.28
3.24
15.042
3.19
3.14
3.09
3.04
2.98
2.93
2.87
15.953
2.81
2.75
2.69
2.63
2.56
2.50
2.43
16.864
2.36
2.30
2.24
2.17
2.12
2.06
2.00
17.774
1.95
1.90
1.85
1.81
1.76
1.71
1.67
18.685
1.62
1.58
1.54
1.50
1.47
1.44
1.41
19.596
1.38
1.36
1.33
1.31
1.29
1.28
1.26
20.507
1.24
1.23
1.21
1.20
1.18
1.17
1.16
21.417
1.14
1.13
1.12
1.11
1.10
1.09
1.08
22.328
1.07
1.06
1.04
1.03
1.02
1.01
1.00
23.239
0.99
0.98
0.97
0.96
0.95
0.94
0.93
24.150
0.91
0.90
0.87
0.84
0.80
0.75
0.69
25.060
0.63
0.56
0.50
0.43
0.37
0.32
0.27
25.971
0.23
0.19
0.16
0.14
0.12
0.10
0.08
26.882
0.07
0.06
0.05
WinTR-55, Version 1.00.10 Page 24 10/1/2018 5:19:14 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -11 Outlet
DA -12 Outlet
DA -13 Outlet
Area or Drainage Rain Gage
Reach Area ID or
Identifier (sq mi) Location
DA -18 0.039
Beginning of Input Data List
0 0 0.05
(continued)
STORM 1 -Yr
.03194 57. .527
.02714 42. .521
.02742 39. .362
Runoff ------------ Peak Flow ------------
Amount Elevation Time Rate Rate
(in) (ft) (hr) (cfs) (csm)
0.406 12.38 5.18 132.05
Line
Start Time
------------
Flow
Values @ time
increment
of 0.023
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
11.991
0.10
0.20
0.35
0.58
0.88
1.25
1.70
12.151
2.18
2.69
3.20
3.68
4.10
4.44
4.72
12.311
4.93
5.07
5.15
5.18
5.18
5.13
5.06
12.471
4.97
4.87
4.75
4.60
4.43
4.26
4.08
12.631
3.89
3.70
3.51
3.33
3.17
3.01
2.87
12.791
2.75
2.64
2.53
2.44
2.36
2.29
2.22
12.951
2.16
2.10
2.05
2.00
1.95
1.91
1.86
13.111
1.82
1.78
1.75
1.71
1.68
1.65
1.62
WinTR-20 Version 1.10
Page 22
10/01/2018
17:18
Duke
no project subtitle
provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.023
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
13.271
1.60
1.58
1.56
1.54
1.53
1.51
1.50
13.431
1.49
1.48
1.47
1.46
1.45
1.44
1.43
13.591
1.42
1.41
1.40
1.39
1.39
1.38
1.37
13.751
1.36
1.35
1.34
1.33
1.33
1.32
1.31
13.911
1.30
1.29
1.28
1.27
1.26
1.25
1.24
14.071
1.23
1.23
1.22
1.21
1.20
1.19
1.18
14.231
1.18
1.17
1.16
1.15
1.15
1.14
1.14
14.391
1.13
1.13
1.12
1.12
1.11
1.11
1.10
14.551
1.10
1.09
1.09
1.08
1.08
1.08
1.07
14.711
1.07
1.06
1.06
1.05
1.05
1.04
1.04
14.871
1.03
1.03
1.02
1.02
1.01
1.01
1.00
15.031
1.00
0.99
0.99
0.98
0.98
0.97
0.97
15.191
0.96
0.96
0.95
0.95
0.94
0.94
0.93
15.352
0.93
0.92
0.92
0.91
0.91
0.90
0.90
15.512
0.89
0.88
0.88
0.87
0.87
0.86
0.86
15.672
0.85
0.84
0.84
0.83
0.83
0.82
0.81
15.832
0.81
0.80
0.80
0.79
0.79
0.78
0.77
15.992
0.77
0.76
0.75
0.75
0.74
0.74
0.73
16.152
0.73
0.72
0.72
0.71
0.71
0.70
0.70
16.312
0.69
0.69
0.69
0.68
0.68
0.68
0.67
16.472
0.67
0.67
0.66
0.66
0.66
0.66
0.65
16.632
0.65
0.65
0.65
0.64
0.64
0.64
0.64
16.792
0.63
0.63
0.63
0.62
0.62
0.62
0.62
16.952
0.61
0.61
0.61
0.61
0.60
0.60
0.60
17.112
0.60
0.59
0.59
0.59
0.58
0.58
0.58
17.272
0.58
0.57
0.57
0.57
0.57
0.56
0.56
17.432
0.56
0.55
0.55
0.55
0.55
0.54
0.54
WinTR-55, Version 1.00.10 Page 25 10/1/2018 5:19:14 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -11
Outlet
Values @ time ii
DA -12
Outlet
.02742 39.
DA -13
Outlet
0.51
17.592
0.54
0.53
17.752
0.52
0.51
17.912
0.50
0.49
18.072
0.48
0.47
18.232
0.46
0.46
18.392
0.45
0.45
18.552
0.44
0.44
18.712
0.44
0.43
18.872
0.43
0.43
19.033
0.42
0.42
19.193
0.42
0.42
19.353
0.41
0.41
19.513
0.41
0.41
19.673
0.40
0.40
19.833
0.40
0.40
19.993
0.39
0.39
20.153
0.38
0.38
20.313
0.38
0.38
20.473
0.37
0.37
20.633
0.37
0.37
20.793
0.37
0.36
20.953
0.36
0.36
21.113
0.36
0.36
21.273
0.35
0.35
WinTR-20 Version 1.10
Line
Start Time
(hr)
21.433
21.593
21.753
21.913
22.073
22.233
22.393
22.553
22.713
22.874
23.034
23.194
23.354
23.514
23.674
23.834
23.994
24.154
24.314
Beginning of Input Data List
0 0 0.05
STORM 1 -Yr
Page 23
Duke
no project subtitle provided
------------
.03194 57.
Values @ time ii
.02714 42.
(cfs)
.02742 39.
0.53
0.53
0.51
0.51
0.49
0.49
0.47
0.47
0.46
0.45
0.45
0.45
0.44
0.44
0.43
0.43
0.43
0.43
0.42
0.42
0.42
0.42
0.41
0.41
0.41
0.41
0.40
0.40
0.39
0.39
0.39
0.39
0.38
0.38
0.38
0.38
0.37
0.37
0.37
0.37
0.36
0.36
0.36
0.36
0.36
0.36
0.35
0.35
Page 23
Duke
no project subtitle provided
------------
Flow
Values @ time ii
(cfs)
(cfs)
(cfs) (c
0.35
0.35
0.35
0.34
0.34
0.34
0.34
0.34
0.34
0.33
0.33
0.33
0.33
0.33
0.33
0.32
0.32
0.32
0.32
0.32
0.32
0.31
0.31
0.31
0.31
0.31
0.31
0.31
0.30
0.30
0.30
0.30
0.30
0.30
0.29
0.29
0.29
0.29
0.29
0.29
0.29
0.28
0.28
0.28
0.28
0.28
0.27
0.27
0.27
0.27
0.27
0.22
0.20
0.18
0.09
0.08
0.06
(continued)
.527
.521
.362
0.53
0.51
0.49
0.47
0.45
0.44
0.44
0.43
0.43
0.42
0.42
0.41
0.40
0.40
0.39
0.39
0.38
0.38
0.37
0.37
0.36
0.36
0.35
0.35
0.52
0.52
0.50
0.50
0.48
0.48
0.46
0.46
0.45
0.45
0.44
0.44
0.44
0.44
0.43
0.43
0.43
0.43
0.42
0.42
0.41
0.41
0.41
0.41
0.40
0.40
0.40
0.40
0.39
0.39
0.39
0.39
0.38
0.38
0.38
0.38
0.37
0.37
0.37
0.37
0.36
0.36
0.36
0.36
0.35
0.35
0.35
0.35
10/01/2018 17:18
icrement
of 0.023
hr------------
;fs)
(cfs)
(cfs)
(cfs)
1.35
0.35
0.34
0.34
1.34
0.34
0.34
0.34
1.34
0.34
0.34
0.33
1.33
0.33
0.33
0.33
1.33
0.33
0.33
0.33
1.32
0.32
0.32
0.32
1.32
0.32
0.32
0.32
1.31
0.31
0.31
0.31
1.31
0.31
0.31
0.31
1.30
0.30
0.30
0.30
1.30
0.30
0.30
0.30
1.29
0.29
0.29
0.29
1.29
0.29
0.29
0.29
1.28
0.28
0.28
0.28
1.28
0.28
0.28
0.28
1.27
0.27
0.27
0.27
1.26
0.26
0.25
0.24
1.16
0.14
0.12
0.11
1.05
Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------
Reach Area ID or Amount Elevation Time Rate Rate
WinTR-55, Version 1.00.10 Page 26 10/1/2018 5:19:14 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -11 Outlet
DA -12 Outlet
DA -13 Outlet
Identifier (sq mi) Location
DA -19 0.144
Line
Start Time
(hr)
12.542
12.816
13.090
13.364
13.638
13.912
14.186
14.460
14.734
15.008
15.283
15.557
15.831
16.105
16.379
16.653
16.927
17.201
17.475
17.750
18.024
Beginning of Input Data List
0 0 0.05
(continued)
STORM 1 -Yr
.03194 57. .527
.02714 42. .521
.02742 39. .362
(in) (ft) (hr) (cfs) (csm)
0.094 14.19 1.18 8.16
------------
Flow
Values @ time
increment
of 0.039
hr------------
0.68
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
0.07
0.11
0.16
0.22
0.29
0.36
0.42
0.49
0.55
0.62
0.67
0.72
0.77
0.81
0.85
0.88
0.91
0.93
0.95
0.97
0.99
1.01
1.02
1.04
1.05
1.06
1.08
1.09
1.10
1.11
1.12
1.13
1.14
1.15
1.16
1.16
1.17
1.17
1.17
1.18
1.18
1.18
1.18
1.18
1.18
1.18
1.17
1.17
1.17
1.17
1.17
1.17
1.17
1.17
1.17
1.17
1.17
1.17
1.17
1.17
1.17
1.17
1.17
1.16
1.16
1.16
1.16
1.15
1.15
1.15
1.14
1.14
1.13
1.13
1.12
1.12
1.11
1.11
1.10
1.09
1.09
1.08
1.07
1.07
1.06
1.05
1.04
1.03
1.02
1.01
1.01
1.00
0.99
0.98
0.97
0.96
0.95
0.94
0.93
0.93
0.92
0.91
0.91
0.90
0.90
0.89
0.89
0.88
0.88
0.87
0.87
0.86
0.86
0.85
0.85
0.84
0.84
0.83
0.83
0.83
0.82
0.82
0.81
0.81
0.80
0.80
0.79
0.79
0.78
0.78
0.77
0.77
0.76
0.76
0.75
0.74
0.74
0.73
0.73
0.72
0.72
0.71
0.70
0.70
0.69
0.69
0.68
WinTR-20 Version 1.10 Page 24 10/01/2018 17:18
Duke
no project subtitle provided
Line
Start Time
(hr)
18.298
18.572
18.846
19.120
19.394
19.668
19.942
20.216
20.491
20.765
21.039
21.313
21.587
21.861
22.135
22.409
22.683
------------
Flow
Values @ time ii
(cfs)
(cfs)
(cfs) (c
0.68
0.67
0.67
0.65
0.65
0.65
0.64
0.63
0.63
0.63
0.62
0.62
0.62
0.61
0.61
0.61
0.60
0.60
0.60
0.59
0.59
0.58
0.58
0.58
0.57
0.57
0.57
0.57
0.56
0.56
0.56
0.56
0.55
0.55
0.55
0.55
0.54
0.54
0.54
0.53
0.53
0.53
0.52
0.52
0.52
0.51
0.51
0.51
0.50
0.50
0.50
icrement
of 0.039
hr------------
;fs)
(cfs)
(cfs)
(cfs)
1.66
0.66
0.66
0.65
1.64
0.64
0.64
0.64
1.63
0.63
0.63
0.63
1.62
0.62
0.62
0.62
1.61
0.61
0.61
0.61
1.60
0.60
0.60
0.60
1.59
0.59
0.59
0.59
1.58
0.58
0.58
0.58
1.57
0.57
0.57
0.57
1.56
0.56
0.56
0.56
1.55
0.55
0.55
0.55
1.54
0.54
0.54
0.54
1.54
0.53
0.53
0.53
1.53
0.52
0.52
0.52
1.52
0.51
0.51
0.51
1.51
0.50
0.50
0.50
1.49
0.49
0.49
0.49
WinTR-55, Version 1.00.10 Page 27 10/1/2018 5:19:14 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
Beginning of Input Data List
0 0 0.05
STORM 1 -Yr
(continued)
DA -11 Outlet
.03194 57.
.527
DA -12 Outlet
.02714
42.
.521
DA -13 Outlet
.02742
39.
.362
22.958
0.49
0.49
0.49
0.48
0.48
0.48
0.48
23.232
0.48
0.48
0.47
0.47
0.47
0.47
0.47
23.506
0.47
0.46
0.46
0.46
0.46
0.46
0.46
23.780
0.45
0.45
0.45
0.45
0.45
0.45
0.44
24.054
0.44
0.43
0.42
0.41
0.39
0.37
0.34
24.328
0.31
0.28
0.24
0.21
0.18
0.15
0.13
24.602
0.11
0.09
0.08
0.07
0.06
Area or
Drainage
Rain Gage
Runoff ------------
Peak Flow ------------
Reach
Area
ID or
Amount Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -20
0.029
0.153
12.62
0.63
21.35
Line
Start Time
------------
Flow
Values @ time
increment
of 0.022
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.264
0.06
0.09
0.13
0.17
0.22
0.27
0.33
12.420
0.38
0.44
0.48
0.52
0.56
0.59
0.61
12.576
0.62
0.63
0.63
0.62
0.62
0.61
0.60
12.732
0.58
0.57
0.56
0.56
0.55
0.54
0.53
12.888
0.53
0.52
0.52
0.51
0.51
0.50
0.50
13.044
0.49
0.49
0.48
0.48
0.47
0.47
0.46
13.200
0.46
0.45
0.45
0.45
0.44
0.44
0.44
13.356
0.44
0.44
0.44
0.43
0.43
0.43
0.43
13.512
0.43
0.43
0.43
0.43
0.43
0.43
0.43
13.668
0.43
0.43
0.42
0.42
0.42
0.42
0.42
13.824
0.42
0.42
0.42
0.42
0.41
0.41
0.41
13.980
0.41
0.41
0.41
0.40
0.40
0.40
0.40
14.137
0.40
0.39
0.39
0.39
0.39
0.39
0.39
14.293
0.39
0.39
0.38
0.38
0.38
0.38
0.38
14.449
0.38
0.38
0.38
0.38
0.38
0.38
0.38
14.605
0.37
0.37
0.37
0.37
0.37
0.37
0.37
WinTR-20 Version 1.10
Page 25
10/01/2018
17:18
Duke
no project subtitle
provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.022
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
14.761
0.37
0.37
0.37
0.37
0.36
0.36
0.36
14.917
0.36
0.36
0.36
0.36
0.36
0.36
0.36
15.073
0.35
0.35
0.35
0.35
0.35
0.35
0.35
15.229
0.34
0.34
0.34
0.34
0.34
0.34
0.34
15.385
0.33
0.33
0.33
0.33
0.33
0.33
0.33
15.541
0.32
0.32
0.32
0.32
0.32
0.32
0.31
15.697
0.31
0.31
0.31
0.31
0.31
0.30
0.30
15.853
0.30
0.30
0.30
0.29
0.29
0.29
0.29
16.009
0.29
0.28
0.28
0.28
0.28
0.28
0.27
16.165
0.27
0.27
0.27
0.27
0.27
0.27
0.26
16.321
0.26
0.26
0.26
0.26
0.26
0.26
0.26
16.477
0.26
0.26
0.25
0.25
0.25
0.25
0.25
WinTR-55, Version 1.00.10 Page 28 10/1/2018 5:19:14 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
.03194 57.
0.24
DA -11
Outlet
.02742 39.
DA -12
Outlet
0.24
DA -13
Outlet
0.24
16.634
0.25
0.25
16.790
0.24
0.24
16.946
0.24
0.24
17.102
0.23
0.23
17.258
0.23
0.23
17.414
0.22
0.22
17.570
0.21
0.21
17.726
0.21
0.21
17.882
0.20
0.20
18.038
0.19
0.19
18.194
0.18
0.18
18.350
0.18
0.18
18.506
0.18
0.18
18.662
0.18
0.18
18.818
0.17
0.17
18.974
0.17
0.17
19.131
0.17
0.17
19.287
0.17
0.17
19.443
0.17
0.17
19.599
0.17
0.17
19.755
0.16
0.16
19.911
0.16
0.16
20.067
0.16
0.16
20.223
0.16
0.16
20.379
0.16
0.16
20.535
0.15
0.15
20.691
0.15
0.15
20.847
0.15
0.15
21.003
0.15
0.15
21.159
0.15
0.15
21.315
0.15
0.15
21.471
0.15
0.15
21.628
0.14
0.14
21.784
0.14
0.14
21.940
0.14
0.14
22.096
0.14
0.14
22.252
0.14
0.14
22.408
0.14
0.13
22.564
0.13
0.13
WinTR-20 Version 1.10
Beginning of Input Data List
0 0 0.05
STORM 1 -Yr
Page 26
Duke
no project subtitle provided
(continued)
.527
.521
.362
0.25
0.24
0.24
0.23
0.22
0.22
0.21
0.20
0.19
0.19
0.18
0.18
0.18
0.18
0.17
0.17
0.17
0.17
0.17
0.16
0.16
0.16
0.16
0.16
0.16
0.15
0.15
0.15
0.15
0.15
0.15
0.14
0.14
0.14
0.14
0.14
0.14
0.13
0.13
0.25
.03194 57.
0.24
.02714 42.
0.23
.02742 39.
0.25
0.25
0.24
0.24
0.24
0.24
0.23
0.23
0.22
0.22
0.22
0.22
0.21
0.21
0.20
0.20
0.20
0.20
0.19
0.19
0.18
0.18
0.18
0.18
0.18
0.18
0.18
0.18
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.16
0.16
0.16
0.16
0.16
0.16
0.16
0.16
0.16
0.16
0.16
0.15
0.15
0.15
0.15
0.15
0.15
0.15
0.15
0.15
0.15
0.15
0.15
0.14
0.14
0.14
0.14
0.14
0.14
0.14
0.14
0.14
0.14
0.14
0.14
0.13
0.13
0.13
0.13
Page 26
Duke
no project subtitle provided
(continued)
.527
.521
.362
0.25
0.24
0.24
0.23
0.22
0.22
0.21
0.20
0.19
0.19
0.18
0.18
0.18
0.18
0.17
0.17
0.17
0.17
0.17
0.16
0.16
0.16
0.16
0.16
0.16
0.15
0.15
0.15
0.15
0.15
0.15
0.14
0.14
0.14
0.14
0.14
0.14
0.13
0.13
0.25
0.25
0.24
0.24
0.23
0.23
0.23
0.23
0.22
0.22
0.22
0.21
0.21
0.21
0.20
0.20
0.19
0.19
0.19
0.19
0.18
0.18
0.18
0.18
0.18
0.18
0.18
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.16
0.16
0.16
0.16
0.16
0.16
0.16
0.16
0.16
0.16
0.16
0.15
0.15
0.15
0.15
0.15
0.15
0.15
0.15
0.15
0.15
0.15
0.15
0.15
0.14
0.14
0.14
0.14
0.14
0.14
0.14
0.14
0.14
0.14
0.14
0.14
0.13
0.13
0.13
0.13
10/01/2018 17:18
Line
Start Time
------------
Flow
Values @ time
increment
of 0.022
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
22.720
0.13
0.13
0.13
0.13
0.13
0.13
0.13
22.876
0.13
0.13
0.13
0.13
0.13
0.13
0.13
23.032
0.13
0.13
0.13
0.13
0.13
0.13
0.13
23.188
0.13
0.13
0.13
0.13
0.12
0.12
0.12
23.344
0.12
0.12
0.12
0.12
0.12
0.12
0.12
23.500
0.12
0.12
0.12
0.12
0.12
0.12
0.12
23.656
0.12
0.12
0.12
0.12
0.12
0.12
0.12
WinTR-55, Version 1.00.10 Page 29 10/1/2018 5:19:14 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -11 Outlet
DA -12 Outlet
DA -13 Outlet
23.812 0.12 0.12
23.968 0.12 0.12
24.125 0.10 0.10
Beginning of Input Data List
0 0
STORM 1 -Yr
.03194 57.
.02714 42.
.02742 39.
0.12 0.12
0.12 0.11
0.09 0.08
0.05
(continued)
.527
.521
.362
0.12 0.12 0.12
0.11 0.11 0.11
0.07 0.06 0.05
Area or
Drainage
Rain Gage
Runoff
------------
Peak
Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
OUTLET
0.614
0.176
12.55
14.10
22.98
Line
Start Time
------------
Flow
Values @ time
increment
of 0.022 hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
11.996
0.13
0.24
0.50
0.81
1.19
1.76
2.44
12.152
3.23
4.08
5.00
5.96
6.90
7.86
8.75
12.308
9.59
10.37
11.07
11.70
12.26
12.74
13.13
12.464
13.46
13.72
13.92
14.05
14.10
14.07
13.99
12.620
13.85
13.66
13.43
13.19
12.93
12.68
12.43
12.777
12.19
11.96
11.74
11.54
11.37
11.20
11.05
12.933
10.91
10.77
10.65
10.54
10.43
10.33
10.24
13.089
10.16
10.08
10.00
9.94
9.88
9.82
9.78
13.245
9.73
9.69
9.66
9.64
9.62
9.60
9.59
13.401
9.58
9.57
9.57
9.57
9.57
9.57
9.57
13.557
9.58
9.58
9.59
9.59
9.59
9.60
9.60
13.713
9.60
9.60
9.60
9.60
9.59
9.59
9.58
13.869
9.58
9.57
9.55
9.54
9.52
9.51
9.49
14.025
9.47
9.44
9.42
9.39
9.37
9.34
9.31
14.181
9.28
9.25
9.22
9.19
9.16
9.13
9.10
14.337
9.07
9.04
9.02
8.99
8.96
8.94
8.91
14.493
8.89
8.86
8.84
8.81
8.79
8.77
8.74
14.649
8.72
8.69
8.67
8.65
8.62
8.60
8.57
14.805
8.55
8.53
8.50
8.48
8.45
8.43
8.40
14.961
8.38
8.38
8.37
8.35
8.32
8.30
8.27
15.117
8.25
8.22
8.19
8.17
8.14
8.11
8.08
15.274
8.05
8.03
8.00
7.97
7.94
7.91
7.88
15.430
7.85
7.82
7.79
7.76
7.73
7.69
7.66
15.586
7.63
7.60
7.57
7.53
7.50
7.47
7.43
15.742
7.40
7.36
7.33
7.29
7.26
7.22
7.19
15.898
7.15
7.12
7.08
7.04
7.01
6.97
6.93
16.054
6.90
6.86
6.82
6.78
6.75
6.71
6.67
16.210
6.64
6.60
6.57
6.54
6.50
6.47
6.44
16.366
6.41
6.38
6.35
6.32
6.29
6.26
6.24
16.522
6.21
6.18
6.16
6.13
6.11
6.08
6.06
WinTR-20 Version 1.10
Page 27
10/01/2018
17:18
Duke
no project subtitle provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.022 hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
16.678
6.03
6.01
5.98
5.96
5.93
5.91
5.88
16.834
5.86
5.84
5.81
5.79
5.76
5.74
5.72
WinTR-55, Version 1.00.10
Page 30
10/1/2018
5:19:14 PM

WinTR-20 Printed Page File Beginning of Input Data List
TR20.inp
WinTR-20: Version 1.10 0 0 0.05
(continued)
no project subtitle provided
Line
WinTR-55, Version 1.00.10 Page 31 10/1/2018 5:19:14 PM
STORM 1 -Yr
SUB -AREA:
DA -11
Outlet
.03194 57.
.527
DA -12
Outlet
.02714 42.
.521
DA -13
Outlet
.02742 39.
.362
16.990
5.69
5.67
5.65
5.62
5.60
5.58
5.55
17.146
5.53
5.51
5.48
5.46
5.44
5.41
5.39
17.302
5.37
5.34
5.32
5.30
5.27
5.25
5.23
17.458
5.21
5.18
5.16
5.14
5.11
5.09
5.07
17.614
5.05
5.02
5.00
4.98
4.95
4.93
4.91
17.771
4.89
4.86
4.84
4.82
4.80
4.77
4.75
17.927
4.73
4.70
4.68
4.66
4.64
4.61
4.59
18.083
4.57
4.55
4.52
4.50
4.48
4.46
4.44
18.239
4.42
4.40
4.38
4.36
4.34
4.32
4.31
18.395
4.29
4.27
4.26
4.24
4.23
4.21
4.20
18.551
4.19
4.17
4.16
4.15
4.13
4.12
4.11
18.707
4.10
4.09
4.07
4.06
4.05
4.04
4.03
18.863
4.02
4.01
4.00
3.99
3.97
3.96
3.95
19.019
3.94
3.93
3.92
3.91
3.90
3.89
3.88
19.175
3.87
3.87
3.86
3.85
3.84
3.83
3.82
19.331
3.81
3.80
3.79
3.78
3.77
3.76
3.76
19.487
3.75
3.74
3.73
3.72
3.71
3.71
3.70
19.643
3.69
3.68
3.67
3.66
3.66
3.65
3.64
19.799
3.63
3.63
3.62
3.61
3.60
3.59
3.59
19.955
3.58
3.57
3.56
3.56
3.55
3.54
3.53
20.111
3.53
3.52
3.51
3.51
3.50
3.49
3.48
20.268
3.48
3.47
3.46
3.46
3.45
3.45
3.44
20.424
3.43
3.43
3.42
3.41
3.41
3.40
3.40
20.580
3.39
3.38
3.38
3.37
3.37
3.36
3.35
20.736
3.35
3.34
3.34
3.33
3.33
3.32
3.31
20.892
3.31
3.30
3.30
3.29
3.29
3.28
3.28
21.048
3.27
3.27
3.26
3.26
3.25
3.24
3.24
21.204
3.23
3.23
3.22
3.22
3.21
3.21
3.20
21.360
3.20
3.19
3.19
3.18
3.17
3.17
3.16
21.516
3.16
3.15
3.15
3.14
3.14
3.13
3.13
21.672
3.12
3.12
3.11
3.10
3.10
3.09
3.09
21.828
3.08
3.08
3.07
3.07
3.06
3.06
3.05
21.984
3.05
3.04
3.04
3.03
3.03
3.02
3.02
22.140
3.01
3.01
3.00
3.00
2.99
2.99
2.98
22.296
2.97
2.97
2.96
2.96
2.95
2.95
2.94
22.452
2.94
2.93
2.93
2.92
2.91
2.91
2.90
22.609
2.90
2.89
2.89
2.88
2.88
2.87
2.87
22.765
2.86
2.86
2.85
2.85
2.84
2.83
2.83
22.921
2.82
2.82
2.81
2.81
2.80
2.80
2.79
23.077
2.79
2.78
2.77
2.77
2.76
2.76
2.75
23.233
2.75
2.74
2.73
2.73
2.72
2.72
2.71
23.389
2.71
2.70
2.70
2.69
2.68
2.68
2.67
23.545
2.67
2.66
2.66
2.65
2.65
2.64
2.63
23.701
2.63
2.62
2.62
2.61
2.61
2.60
2.59
23.857
2.59
2.58
2.58
2.57
2.56
2.56
2.55
24.013
2.54
2.53
2.52
2.49
2.46
2.43
2.38
24.169
2.32
2.25
2.18
2.10
2.02
1.94
1.82
24.325
1.75
1.67
1.57
1.50
1.37
1.33
1.28
24.481
1.21
1.16
1.13
1.10
1.07
1.04
1.02
WinTR-20 Version
1.10
Page
28
10/01/2018
17:18
Duke
no project
subtitle
provided
Line
WinTR-55, Version 1.00.10 Page 31 10/1/2018 5:19:14 PM

WinTR-20 Printed Page
File
Beginning of
Input Data
List
10/01/2018
17:18
TR20.inp
Version
1.00.10
Page
32
10/1/2018
5:19:14 PM
WinTR-20: Version 1.10
0
0
0.05
(continued)
no project subtitle
provided
STORM 1 -Yr
SUB -AREA:
DA -11
Outlet
.03194 57.
.527
DA -12
Outlet
.02714 42.
.521
DA -13
Outlet
.02742 39.
.362
Start Time ------------
Flow
Values @ time
increment
of 0.022
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
24.637
0.99
0.97
0.95
0.93
0.91
0.89
0.87
24.793
0.78
0.74
0.73
0.72
0.71
0.70
0.69
24.949
0.68
0.67
0.66
0.65
0.64
0.63
0.62
25.106
0.61
0.59
0.58
0.57
0.56
0.55
0.54
25.262
0.53
0.51
0.50
0.49
0.48
0.47
0.46
25.418
0.45
0.44
0.43
0.42
0.41
0.40
0.39
25.574
0.38
0.37
0.36
0.35
0.34
0.33
0.32
25.730
0.31
0.30
0.29
0.29
0.28
0.27
0.26
25.886
0.25
0.25
0.24
0.23
0.23
0.22
0.21
26.042
0.21
0.20
0.20
0.19
0.18
0.18
0.17
26.198
0.17
0.16
0.16
0.16
0.15
0.15
0.14
26.354
0.14
0.14
0.13
0.13
0.12
0.12
0.12
26.510
0.11
0.11
0.11
0.11
0.10
0.10
0.10
26.666
0.09
0.09
0.09
0.09
0.08
0.08
0.08
26.822
0.08
0.08
0.07
0.07
0.07
0.07
0.07
26.978
0.06
0.06
0.06
0.06
0.06
0.05
0.05
27.134
0.05
0.05
WinTR-20
Version
1.10
Page
29
10/01/2018
17:18
WinTR-55,
Version
1.00.10
Page
32
10/1/2018
5:19:14 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
STORM 1 -Yr
SUB -AREA:
DA -11 Outlet .03194 57. .527
DA -12 Outlet .02714 42. .521
DA -13 Outlet .02742 39. .362
Duke
no project subtitle provided
(continued)
Area or
Drainage
-----------
Peak Flow by Storm -----------
Reach
Area Alternate
10 -Yr
1 -Yr
Identifier
(sq mi)
(cfs)
(cfs) (cfs) (cfs) (cfs)
DA -11
0.032
17.18
1.64
DA -12
0.027
2.71
0.0
DA -13
0.027
1.53
0.0
DA -14
0.042
25.52
2.40
DA -15
0.049
7.68
0.10
DA -16
0.046
29.88
4.81
DA -17
0.177
36.83
3.43
DA -18
0.039
32.93
5.18
DA -19
0.144
40.73
1.18
DA -20
0.029
13.70
0.63
OUTLET
0.614
164.06
14.10
WinTR-55, Version 1.00.10 Page 33 10/1/2018 5:19:14 PM

WinTR-20 Printed Page File Beginning of Input Data List
TR20.inp
WinTR-20: Version 1.10 0 0 0.05
(continued)
no project subtitle provided
STORM 1 -Yr
SUB -AREA:
DA -11 Outlet .03194 57. .527
DA -12 Outlet .02714 42. .521
DA -13 Outlet .02742 39. .362
WinTR-20 Version 1.10 Page 30 10/01/2018 17:18
WinTR-55, Version 1.00.10 Page 34 10/1/2018 5:19:14 PM

WinTR-55 Current Data Description
--- Identification Data ---
User:
Klocke
Date: 10/1/2018
Project:
Duke
Units: English
SubTitle:
20.44
Areal Units: Acres
State:
North Carolina
Outlet
County:
Robeson NOAA
.521
Filename:
C:\Users\lee.klocke\Documents\Duke
DA -11 to DA -20.w55
--- Sub -Area Data ---
Name Description
Reach
Area(ac)
RCN
Tc
------------------------------------------------------------------------------
DA-11
Outlet
20.44
57
.527
DA -12
Outlet
17.37
42
.521
DA -13
Outlet
17.55
39
.362
DA -14
Outlet
26.73
57
0.384
DA -15
Outlet
31.56
45
.605
DA -16
Outlet
29.65
62
.671
DA -17
Outlet
113.33
55
2.06
DA -18
Outlet
25.12
62
.362
DA -19
Outlet
92.32
50
.62
DA -20
Outlet
18.77
53
0.353
Total area: 392.84 (ac)
--- Storm Data --
Rainfall Depth by Rainfall Return Period
2 -Yr 5 -Yr 10 -Yr 25 -Yr 50 -Yr 100 -Yr 1 -Yr
(in) (in) (in) (in) (in) (in) (in)
--------------------------------------------------------------------------------
3.67 4.72 5.58 6.79 7.79 8.87 3.02
Storm Data Source: Robeson NOAA County, NC (NRCS)
Rainfall Distribution Type: Type III
Dimensionless Unit Hydrograph: <standard>
WinTR-55, Version 1.00.10 Page 1 10/1/2018 4:21:48 PM

Klocke Duke
Robeson NOAA County, North Carolina
Storm Data
Rainfall Depth by Rainfall Return Period
2 -Yr 5 -Yr 10 -Yr 25 -Yr 50 -Yr 100 -Yr 1 -Yr
(in) (in) (in) (in) (in) (in) (in)
--------------------------------------------------------------------------------
3.67 4.72 5.58 6.79 7.79 8.87 3.02
Storm Data Source: Robeson NOAA County, NC (NRCS)
Rainfall Distribution Type: Type III
Dimensionless Unit Hydrograph: <standard>
WinTR-55, Version 1.00.10 Page 1 10/1/2018 4:21:48 PM

Klocke Duke
Robeson NOAA County, North Carolina
Watershed Peak Table
Sub -Area
Peak
Flow by
Rainfall
Return Period
or Reach
2 -Yr
10 -Yr
100 -Yr
1 -Yr
Identifier
----------------------------------------------------------------------------------
(cfs)
(cfs)
(cfs)
(cfs)
SUBAREAS
DA -11
4.32
17.18
48.00
1.64
DA -12
0.12
2.71
18.08
.00
DA -13
.00
1.53
15.88
.00
DA -14
6.32
25.52
71.50
2.40
DA -15
0.47
7.68
38.42
0.10
DA -16
9.79
29.88
73.66
4.81
DA -17
8.81
36.83
110.28
3.43
DA -18
10.71
32.93
81.32
5.18
DA -19
5.23
40.73
148.82
1.18
DA -20
2.45
13.70
44.07
0.63
REACHES
OUTLET 35.92 164.06 535.36 14.10
WinTR-55, Version 1.00.10 Page 1 10/1/2018 4:21:48 PM

Klocke
Duke
Robeson NOAA County,
North Carolina
Hydrograph
Peak/Peak
Time Table
Sub -Area
Peak
Flow and
Peak Time (hr)
by Rainfall Return Period
or Reach
2 -Yr
10 -Yr
100 -Yr
1 -Yr
Identifier
(cfs)
(cfs)
(cfs)
(cfs)
----------------------------------------------------------------------------------
(hr)
(hr)
(hr)
(hr)
SUBAREAS
DA -11
4.32
17.18
48.00
1.64
12.52
12.44
12.39
12.63
DA -12
0.12
2.71
18.08
.00
15.57
12.62
12.44
n/a
DA -13
.00
1.53
15.88
.00
n/a
12.58
12.33
n/a
DA -14
6.32
25.52
71.50
2.40
12.42
12.31
12.29
12.51
DA -15
0.47
7.68
38.42
0.10
14.19
12.61
12.48
17.22
DA -16
9.79
29.88
73.66
4.81
12.57
12.50
12.48
12.64
DA -17
8.81
36.83
110.28
3.43
13.89
13.54
13.42
14.13
DA -18
10.71
32.93
81.32
5.18
12.32
12.29
12.27
12.38
DA -19
5.23
40.73
148.82
1.18
12.76
12.54
12.48
14.19
DA -20
2.45
13.70
44.07
0.63
12.47
12.31
12.26
12.62
REACHES
OUTLET 35.92 164.06 535.36 14.10
WinTR-55, Version 1.00.10 Page 1 10/1/2018 4:21:48 PM

Klocke Duke
Robeson NOAA County, North Carolina
Sub -Area Summary Table
Sub -Area
Drainage
Time of
Curve
Receiving Sub -Area
Identifier
Area
Concentration
Number
Reach Description
--------------------------------------------------------------------------------
(ac)
(hr)
DA-11
20.44
0.527
57
Outlet
DA -12
17.37
0.521
42
Outlet
DA -13
17.55
0.362
39
Outlet
DA -14
26.73
0.384
57
Outlet
DA -15
31.56
0.605
45
Outlet
DA -16
29.65
0.671
62
Outlet
DA -17
113.33
2.060
55
Outlet
DA -18
25.12
0.362
62
Outlet
DA -19
92.32
0.620
50
Outlet
DA -20
18.77
0.353
53
Outlet
Total Area: 392.84 (ac)
WinTR-55, Version 1.00.10 Page 1 10/1/2018 4:21:48 PM

Klocke
Duke
Robeson NOAA County,
North Carolina
Sub -Area Time of Concentration Details
Sub -Area
Flow
Mannings's
End Wetted
Travel
Identifier/
Length
Slope
n
Area Perimeter Velocity
Time
--------------------------------------------------------------------------------
(ft)
(ft/ft)
(sq ft)
(ft) (ft/sec)
(hr)
DA-11
SHEET
100
0.0035
0.150
0.306
SHALLOW
760
0.0035
3.67
0.221
Time
of
Concentration
.527
DA -12
SHEET
100
0.0058
0.150
0.250
SHALLOW
1200
0.0058
3.67
0.271
Time
of
Concentration
.521
DA -13
SHEET
100
0.0069
0.150
0.233
SHALLOW
620
0.0069
3.67
0.129
Time
of
Concentration
.362
DA -14
SHEET
100
0.0071
0.150
0.231
SHALLOW
750
0.0071
3.67
0.153
Time
of
Concentration
0.384
DA -15
SHEET
100
0.0048
0.150
0.270
SHALLOW
1350
0.0048
0.050
0.335
Time
of
Concentration
.605
DA -16
SHEET
100
0.0027
0.150
0.340
SHALLOW
1000
0.0027
3.67
0.331
Time
of
Concentration
.671
DA -17
SHEET
100
0.0012
0.150
0.470
SHALLOW
3200
0.0012
0.050
1.590
Time
of
Concentration
2.06
DA -18
SHEET
100
0.0113
0.150
0.192
SHALLOW
1050
0.0113
3.67
0.170
Time
of
Concentration
.362
DA -19
SHEET
100
0.0076
0.150
0.225
SHALLOW
2000
0.0076
3.67
0.395
WinTR-55, Version 1.00.10
Page
1 Time
of
Concentlati¢2018
4621:48 PM
DA -20
SHEET
100
0.0096
0.150
0.205

Klocke Duke
Robeson NOAA County, North Carolina
Sub -Area Time of Concentration Details (continued)
Sub -Area Flow Mannings's End Wetted Travel
Identifier/ Length Slope n Area Perimeter Velocity Time
(ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr)
--------------------------------------------------------------------------------
SHALLOW 840 0.0096 3.67 0.148
Time of Concentration 0.353
WinTR-55, Version 1.00.10 Page 2 10/1/2018 4:21:48 PM

Klocke Duke
Robeson NOAA County, North Carolina
Sub -Area Land Use and Curve Number Details
Sub -Area
Hydrologic
Sub -Area
Curve
Identifier Land Use
Soil
Area
Number
--------------------------------------------------------------------------------
Group
(ac)
DA-11
Open space; grass cover > 750
(good)
A
.659
39
Open space; grass cover > 750
(good)
D
.109
80
Pasture, grassland or range
(good)
A
.121
39
Woods - grass combination
(good)
A
1.034
32
Woods - grass combination
(good)
D
9.867
79
Woods
(good)
A
7.449
30
Woods
(good)
D
1.204
77
Total Area / Weighted Curve Number
20.44
57
DA -12
Open space; grass cover > 750
(good)
A
5.696
39
Open space; grass cover > 750
(good)
D
.743
80
Pasture, grassland or range
(good)
A
.222
39
Woods - grass combination
(good)
A
.538
32
Woods - grass combination
(good)
D
1.652
79
Woods
(good)
A
7.929
30
Woods
(good)
D
.588
77
Total Area / Weighted Curve Number
17.37
42
DA -13
Open space; grass cover > 750
(good)
A
.633
39
Open space; grass cover > 750
(good)
D
.212
80
Woods - grass combination
(good)
D
.222
79
Woods
(good)
A
13.837
30
Woods
(good)
D
2.648
77
Total Area / Weighted Curve Number
17.55
39
DA -14
Open space; grass cover > 750
(good)
A
.833
39
Open space; grass cover > 750
(good)
D
2.219
80
Pasture, grassland or range
(good)
A
8.04
39
Pasture, grassland or range
(good)
D
6.36
80
Woods - grass combination
(good)
A
.107
32
Woods - grass combination
(good)
D
.667
79
Woods
(good)
A
4.629
30
Woods
(good)
D
3.878
77
Total Area / Weighted Curve Number
26.73
57
DA -15
Open space; grass cover > 750
(good)
A
4.461
39
Open space; grass cover > 750
(good)
D
2.175
80
Pasture, grassland or range
(good)
A
1.506
39
Pasture, grassland or range
(good)
D
.024
80
Woods - grass combination
(good)
A
.251
32
Woods - grass combination
(good)
D
5.392
79
Woods
(good)
A
16.567
30
Woods
(good)
D
1.18
77
Total Area / Weighted Curve Number
31.56
45
DA -16
Open space; grass cover > 750
(good)
A
.734
39
Open space; grass cover > 750
(good)
D
.181
80
Pasture, grassland or range
(good)
A
.021
39
Pasture, grassland or range
(good)
B
.008
61
Woods - grass combination
(good)
A
.037
32
WinTR-55,
Vend±on Ird0slOombination Page 1
(good)
D
10/1/2018
4721:48 PM
Woods
(good)
A
8.885
30
Woods
(good)
D
18.652
77
Total Area / Weighted Curve Number
29.65
62

Klocke Duke
Robeson NOAA County, North Carolina
Sub -Area Land Use and Curve Number Details (continued)
Sub -Area
Hydrologic
Sub -Area
Curve
Identifier
Land Use
Soil
Area
Number
--------------------------------------------------------------------------------
Group
(ac)
DA-17
Open
space; grass cover > 750
(good)
A
.591
39
Open
space; grass cover > 750
(good)
D
1.633
80
Woods
- grass combination
(good)
A
.397
32
Woods
- grass combination
(good)
D
.696
79
Woods
(good)
A
48.786
30
Woods
(good)
B
5.194
55
Woods
(good)
D
56.033
77
Total
Area / Weighted Curve Number
113.33
55
DA -18
Open
space; grass cover > 750
(good)
A
1.891
39
Woods
- grass combination
(good)
A
1.912
32
Woods
- grass combination
(good)
D
15.938
79
Woods
(good)
A
5.376
30
Total
Area / Weighted Curve Number
25.12
62
DA -19
Open
space; grass cover > 750
(good)
A
11.519
39
Open
space; grass cover > 750
(good)
D
.955
80
Woods
- grass combination
(good)
A
5.955
32
Woods
- grass combination
(good)
D
34.259
79
Woods
(good)
A
39.629
30
Total
Area / Weighted Curve Number
92.32
50
DA -20
Open
space; grass cover > 750
(good)
A
3.148
39
Open
space; grass cover > 750
(good)
D
.483
80
Woods
- grass combination
(good)
A
.301
32
Woods
- grass combination
(good)
D
1.256
79
Woods
(good)
A
6.715
30
Woods
(good)
D
6.864
77
Total
Area / Weighted Curve Number
18.77
53
WinTR-55, Version 1.00.10 Page 2 10/1/2018 4:21:48 PM

WinTR-20 Printed
Page File
TR20.inp
Runoff
WinTR-20: Version
1.10
Duke
no project subtitle
provided
SUB -AREA:
Amount
DA -21
Outlet
DA -22
Outlet
DA -23
Outlet
DA -24
Outlet
STREAM REACH:
(hr)
STORM ANALYSIS:
(csm)
10 -Yr
0.060
1 -Yr
1.354
STRUCTURE RATING:
12.31
GLOBAL OUTPUT:
2 0.05
WinTR-20 Printed Page File
Beginning of Input Data List
0 0 0.05
05977 56. .379
02128 50. .438
01406 59. .467
13578 52. .441
5.58 Type III 2
3.02 Type III 2
YYYYN YYYYNN
End of Input Data List
Duke
no project subtitle provided
Name of printed page file:
TR20.out
STORM 10 -Yr
Area or
Drainage
Rain Gage
Runoff
------------
Peak
Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -21
0.060
1.354
12.31
34.27
573.40
Line
Start Time
------------
Flow
Values @ time
increment
of 0.024 hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
11.545
0.06
0.09
0.13
0.19
0.26
0.36
0.48
11.712
0.63
0.82
1.05
1.33
1.67
2.07
2.53
11.880
3.08
3.70
4.44
5.36
6.49
7.87
9.55
12.047
11.60
13.98
16.66
19.53
22.44
25.29
27.93
12.215
30.22
32.02
33.27
34.00
34.27
34.17
33.73
12.382
33.06
32.22
31.23
30.12
29.00
27.87
26.70
12.550
25.46
24.21
22.94
21.68
20.43
19.22
18.08
12.717
17.01
16.02
15.11
14.31
13.59
12.94
12.36
12.885
11.84
11.38
10.97
10.59
10.24
9.91
9.61
13.053
9.32
9.06
8.81
8.57
8.35
8.14
7.95
13.220
7.78
7.62
7.48
7.35
7.24
7.13
7.04
13.388
6.95
6.87
6.80
6.73
6.67
6.61
6.55
13.555
6.49
6.44
6.39
6.34
6.29
6.24
6.19
13.723
6.14
6.09
6.05
6.00
5.95
5.91
5.86
13.890
5.81
5.76
5.71
5.67
5.62
5.57
5.52
14.058
5.47
5.42
5.38
5.33
5.29
5.24
5.20
14.225
5.16
5.12
5.08
5.05
5.02
4.99
4.95
14.393
4.93
4.90
4.87
4.84
4.82
4.79
4.77
14.561
4.74
4.72
4.70
4.67
4.65
4.62
4.60
14.728
4.58
4.55
4.53
4.50
4.48
4.46
4.43
WinTR-55, Version 1.00.10 Page 1 10/1/2018 5:19:57 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
(continued)
WinTR-55, Version 1.00.10 Page 2 10/1/2018 5:19:57 PM
STORM 10 -Yr
SUB -AREA:
DA -21
Outlet
.05977 56.
.379
DA -22
Outlet
.02128 50.
.438
DA -23
Outlet
.01406 59.
.467
14.896
4.41
4.38
4.36
4.33
4.31
4.29
4.26
15.063
4.24
4.21
4.19
4.16
4.14
4.11
4.09
15.231
4.06
4.04
4.01
3.98
3.96
3.93
3.91
15.398
3.88
3.86
3.83
3.80
3.78
3.75
3.72
15.566
3.70
3.67
3.64
3.62
3.59
3.56
3.54
15.733
3.51
3.48
3.46
3.43
3.40
3.37
3.35
15.901
3.32
3.29
3.26
3.24
3.21
3.18
3.15
16.069
3.13
3.10
3.07
3.05
3.02
3.00
2.97
16.236
2.95
2.93
2.91
2.89
2.87
2.86
2.84
16.404
2.83
2.81
2.80
2.78
2.77
2.76
2.74
16.571
2.73
2.72
2.70
2.69
2.68
2.67
2.65
16.739
2.64
2.63
2.62
2.61
2.59
2.58
2.57
16.906
2.56
2.54
2.53
2.52
2.51
2.50
2.48
17.074
2.47
2.46
2.45
2.44
2.42
2.41
2.40
17.241
2.39
2.37
2.36
2.35
2.34
2.32
2.31
17.409
2.30
2.29
2.27
2.26
2.25
2.24
2.22
17.577
2.21
2.20
2.19
2.17
2.16
2.15
2.14
17.744
2.12
2.11
2.10
2.09
2.07
2.06
2.05
17.912
2.03
2.02
2.01
2.00
1.98
1.97
1.96
18.079
1.94
1.93
1.92
1.91
1.90
1.89
1.88
WinTR-20 Version 1.10
Page
1
10/01/2018
17:19
Duke
no project subtitle
provided
Line
Start Time ------------
Flow
Values @
time increment
of 0.024
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
18.247
1.87
1.86
1.85
1.84
1.84
1.83
1.82
18.414
1.82
1.81
1.81
1.80
1.80
1.80
1.79
18.582
1.79
1.78
1.78
1.78
1.77
1.77
1.76
18.750
1.76
1.76
1.75
1.75
1.75
1.74
1.74
18.917
1.73
1.73
1.73
1.72
1.72
1.72
1.71
19.085
1.71
1.71
1.70
1.70
1.69
1.69
1.69
19.252
1.68
1.68
1.68
1.67
1.67
1.66
1.66
19.420
1.66
1.65
1.65
1.65
1.64
1.64
1.64
19.587
1.63
1.63
1.62
1.62
1.62
1.61
1.61
19.755
1.61
1.60
1.60
1.59
1.59
1.59
1.58
19.922
1.58
1.58
1.57
1.57
1.56
1.56
1.56
20.090
1.55
1.55
1.55
1.54
1.54
1.53
1.53
20.258
1.53
1.53
1.52
1.52
1.52
1.51
1.51
20.425
1.51
1.50
1.50
1.50
1.49
1.49
1.49
20.593
1.49
1.48
1.48
1.48
1.47
1.47
1.47
20.760
1.47
1.46
1.46
1.46
1.45
1.45
1.45
20.928
1.45
1.44
1.44
1.44
1.43
1.43
1.43
21.095
1.43
1.42
1.42
1.42
1.42
1.41
1.41
21.263
1.41
1.40
1.40
1.40
1.39
1.39
1.39
21.430
1.39
1.38
1.38
1.38
1.37
1.37
1.37
21.598
1.37
1.36
1.36
1.36
1.35
1.35
1.35
21.766
1.34
1.34
1.34
1.34
1.33
1.33
1.33
21.933
1.33
1.32
1.32
1.32
1.31
1.31
1.31
22.101
1.31
1.30
1.30
1.30
1.29
1.29
1.29
22.268
1.28
1.28
1.28
1.28
1.27
1.27
1.27
22.436
1.26
1.26
1.26
1.25
1.25
1.25
1.24
WinTR-55, Version 1.00.10 Page 2 10/1/2018 5:19:57 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
Beginning of Input Data List
0 0 0.05
STORM 10 -Yr
(continued)
DA -21 Outlet
.05977 56.
.379
DA -22 Outlet
.02128
50.
.438
Flow
Values @ time
DA -23 Outlet
of 0.028
.01406
59.
.467
(cfs)
(cfs)
22.603
1.24
1.24
1.24
1.23
1.23
1.23
1.23
22.771
1.22
1.22
1.22
1.21
1.21
1.21
1.20
22.938
1.20
1.20
1.19
1.19
1.19
1.19
1.18
23.106
1.18
1.18
1.17
1.17
1.17
1.16
1.16
23.274
1.16
1.15
1.15
1.15
1.15
1.14
1.14
23.441
1.14
1.13
1.13
1.13
1.13
1.12
1.12
23.609
1.12
1.11
1.11
1.11
1.10
1.10
1.10
23.776
1.09
1.09
1.09
1.09
1.08
1.08
1.08
23.944
1.07
1.07
1.07
1.06
1.05
1.04
1.01
24.111
0.98
0.93
0.87
0.80
0.72
0.64
0.57
24.279
0.49
0.42
0.36
0.30
0.25
0.22
0.18
24.446
0.16
0.13
0.11
0.10
0.08
0.07
0.06
Area or
Drainage
Rain Gage
Runoff
------------
Peak Flow ------------
1.30
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -22
0.021
1.18
0.943
1.16
12.42
6.95
326.68
Line
1.13
1.12
1.11
1.11
1.10
15.408
1.09
Start Time
------------
Flow
Values @ time
increment
of 0.028
hr ------------
1.03
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
11.922
0.09
0.16
0.29
0.48
0.74
1.11
1.58
12.116
2.15
2.79
3.48
4.18
4.86
5.46
5.96
WinTR-20 Version 1.10
0.84
Page 2
0.83
10/01/2018
17:19
Duke
no project subtitle provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.028
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.309
6.37
6.66
6.85
6.94
6.95
6.89
6.77
12.503
6.61
6.41
6.19
5.94
5.68
5.40
5.12
12.697
4.84
4.57
4.31
4.07
3.84
3.64
3.46
12.890
3.30
3.15
3.02
2.91
2.80
2.70
2.61
13.084
2.52
2.44
2.37
2.30
2.24
2.18
2.13
13.278
2.08
2.03
1.99
1.96
1.92
1.89
1.87
13.471
1.84
1.82
1.80
1.78
1.76
1.75
1.73
13.665
1.71
1.70
1.68
1.67
1.66
1.64
1.63
13.859
1.61
1.60
1.59
1.57
1.56
1.54
1.53
14.052
1.52
1.50
1.49
1.47
1.46
1.45
1.43
14.246
1.42
1.41
1.40
1.39
1.38
1.37
1.36
14.439
1.35
1.34
1.34
1.33
1.32
1.31
1.31
14.633
1.30
1.29
1.28
1.28
1.27
1.26
1.26
14.827
1.25
1.24
1.23
1.23
1.22
1.21
1.21
15.020
1.20
1.19
1.18
1.18
1.17
1.16
1.15
15.214
1.15
1.14
1.13
1.12
1.11
1.11
1.10
15.408
1.09
1.08
1.08
1.07
1.06
1.05
1.04
15.601
1.03
1.03
1.02
1.01
1.00
0.99
0.99
15.795
0.98
0.97
0.96
0.95
0.94
0.93
0.93
15.989
0.92
0.91
0.90
0.89
0.88
0.87
0.87
16.182
0.86
0.85
0.84
0.84
0.83
0.82
0.82
WinTR-55, Version 1.00.10 Page 3 10/1/2018 5:19:57 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -21
Outlet
0.76
DA -22
Outlet
0.73
DA -23
Outlet
0.68
16.376
0.81
0.81
16.570
0.78
0.77
16.763
0.75
0.75
16.957
0.72
0.72
17.150
0.69
0.69
17.344
0.67
0.66
17.538
0.64
0.64
17.731
0.61
0.61
17.925
0.58
0.58
18.119
0.55
0.55
18.312
0.53
0.53
18.506
0.52
0.51
18.700
0.51
0.51
18.893
0.50
0.50
19.087
0.49
0.49
19.280
0.48
0.48
19.474
0.47
0.47
19.668
0.47
0.46
19.861
0.46
0.46
20.055
0.45
0.45
20.249
0.44
0.44
20.442
0.43
0.43
20.636
0.43
0.43
20.830
0.42
0.42
21.023
0.41
0.41
21.217
0.41
0.41
21.411
0.40
0.40
21.604
0.39
0.39
21.798
0.39
0.39
21.991
0.38
0.38
WinTR-20 Version 1.10
Beginning of Input Data List
0
STOI
.05977
.02128
.01406
0.80
0.77
0.74
0.71
0.69
0.66
0.63
0.60
0.57
0.55
0.53
0.51
0.50
0.50
0.49
0.48
0.47
0.46
0.46
0.45
0.44
0.43
0.43
0.42
0.41
0.41
0.40
0.39
0.39
0.38
0
:M 10 -Yr
56.
50.
59.
1.80
1.76
1.74
1.71
1.68
1.66
1.63
1.60
1.57
1.54
1.52
1.51
1.50
1.49
1.49
1.48
1.47
1.46
1.45
1.45
1.44
1.43
1.42
1.42
1.41
1.41
1.40
1.39
1.39
1.38
Page 3
Duke
no project subtitle provided
0.05
(continued)
.379
.438
.467
0.79
0.76
0.73
0.71
0.68
0.65
0.62
0.60
0.57
0.54
0.52
0.51
0.50
0.49
0.49
0.48
0.47
0.46
0.45
0.44
0.44
0.43
0.42
0.42
0.41
0.40
0.40
0.39
0.38
0.38
0.79
0.78
0.76
0.75
0.73
0.73
0.70
0.70
0.68
0.67
0.65
0.64
0.62
0.62
0.59
0.59
0.56
0.56
0.54
0.53
0.52
0.52
0.51
0.51
0.50
0.50
0.49
0.49
0.48
0.48
0.48
0.48
0.47
0.47
0.46
0.46
0.45
0.45
0.44
0.44
0.44
0.43
0.43
0.43
0.42
0.42
0.42
0.42
0.41
0.41
0.40
0.40
0.40
0.40
0.39
0.39
0.38
0.38
0.38
0.38
10/01/2018 17:19
Line
Start Time
------------
Flow
Values @ time
increment
of 0.028 hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
22.185
0.38
0.37
0.37
0.37
0.37
0.37
0.37
22.379
0.37
0.37
0.37
0.37
0.36
0.36
0.36
22.572
0.36
0.36
0.36
0.36
0.36
0.36
0.36
22.766
0.36
0.35
0.35
0.35
0.35
0.35
0.35
22.960
0.35
0.35
0.35
0.35
0.34
0.34
0.34
23.153
0.34
0.34
0.34
0.34
0.34
0.34
0.34
23.347
0.33
0.33
0.33
0.33
0.33
0.33
0.33
23.541
0.33
0.33
0.33
0.32
0.32
0.32
0.32
23.734
0.32
0.32
0.32
0.32
0.32
0.32
0.31
23.928
0.31
0.31
0.31
0.31
0.31
0.30
0.30
24.122
0.29
0.28
0.26
0.24
0.22
0.19
0.17
24.315
0.15
0.13
0.11
0.09
0.08
0.07
0.06
Area or
Drainage
Rain Gage
Runoff
------------
Peak
Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
WinTR-55, Version 1.00.10
Page 4
10/1/2018
5:19:58 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
Beginning of Input Data List
0 0 0.05
Line
Start Time
(hr)
11.400
11.606
11.813
12.019
12.226
12.432
12.639
12.845
13.052
13.258
13.465
13.671
13.878
14.084
14.291
14.497
14.703
14.910
15.116
15.323
15.529
15.736
15.942
16.149
16.355
16.562
16.768
16.975
------------
Flow
Values @ time
(continued)
no project subtitle
provided
Flow
(cfs)
(cfs)
(cfs)
STORM
10 -Yr
SUB -AREA:
(cfs)
0.06
0.08
DA -21
Outlet
.05977
56. .379
DA -22
Outlet
.02128
50. .438
DA -23
Outlet
.01406
59. .467
DA -23 0.014
0.79
1.575
12.37 9.03 642.36
Line
Start Time
(hr)
11.400
11.606
11.813
12.019
12.226
12.432
12.639
12.845
13.052
13.258
13.465
13.671
13.878
14.084
14.291
14.497
14.703
14.910
15.116
15.323
15.529
15.736
15.942
16.149
16.355
16.562
16.768
16.975
------------
Flow
Values @ time
increment
of 0.029
hr------------
Flow
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
0.06
0.08
0.09
0.11
0.13
0.15
0.18
0.20
0.24
0.28
0.33
0.39
0.46
0.55
0.66
0.79
0.95
1.13
1.35
1.62
1.96
2.38
2.89
3.51
4.23
5.02
5.82
6.61
7.35
7.97
8.45
8.79
8.98
9.03
8.97
8.81
8.58
8.28
7.94
7.58
7.21
6.82
6.44
6.05
5.67
5.30
4.96
4.64
4.34
4.07
3.84
3.62
3.43
3.26
3.11
2.97
2.84
2.73
2.62
2.52
2.43
2.35
2.27
2.21
2.14
2.09
2.03
1.99
1.95
1.91
1.87
1.84
1.81
1.79
1.76
1.74
1.72
1.70
1.68
1.66
1.64
1.62
1.61
1.59
1.57
1.56
1.54
1.52
1.51
1.49
1.48
1.46
1.44
1.43
1.41
1.40
1.38
1.37
1.36
1.34
1.33
1.32
1.31
1.30
1.29
1.28
1.27
1.26
1.25
1.25
1.24
1.23
1.22
1.21
1.20
1.20
1.19
1.18
1.17
1.16
1.16
1.15
1.14
1.13
1.12
1.12
1.11
1.10
1.09
1.08
1.08
1.07
1.06
1.05
1.04
1.03
1.03
1.02
1.01
1.00
0.99
0.98
0.97
0.97
0.96
0.95
0.94
0.93
0.92
0.91
0.90
0.90
0.89
0.88
0.87
0.86
0.85
0.84
0.83
0.83
0.82
0.81
0.80
0.79
0.78
0.78
0.77
0.76
0.76
0.75
0.74
0.74
0.73
0.73
0.72
0.72
0.72
0.71
0.71
0.70
0.70
0.69
0.69
0.69
0.68
0.68
0.67
0.67
0.67
0.66
0.66
0.65
0.65
0.65
0.64
0.64
WinTR-20 Version 1.10 Page 4 10/01/2018 17:19
Duke
no project subtitle provided
Line
of 0.029
hr------------
Start Time
------------
Flow
Values @ time ii
(hr)
(cfs)
(cfs)
(cfs) (c
17.181
0.63
0.63
0.63
17.387
0.61
0.60
0.60
17.594
0.58
0.57
0.57
17.800
0.55
0.55
0.54
18.007
0.52
0.52
0.51
18.213
0.49
0.49
0.49
18.420
0.47
0.47
0.47
18.626
0.46
0.46
0.46
18.833
0.45
0.45
0.45
19.039
0.44
0.44
0.44
19.246
0.44
0.44
0.43
icrement
of 0.029
hr------------
;fs)
(cfs)
(cfs)
(cfs)
1.62
0.62
0.61
0.61
1.59
0.59
0.59
0.58
1.57
0.56
0.56
0.55
1.54
0.53
0.53
0.53
1.51
0.50
0.50
0.50
1.48
0.48
0.48
0.48
1.47
0.47
0.47
0.46
1.46
0.46
0.46
0.45
1.45
0.45
0.45
0.45
1.44
0.44
0.44
0.44
1.43
0.43
0.43
0.43
WinTR-55, Version 1.00.10 Page 5 10/1/2018 5:19:58 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
Beginning of Input Data List
0
DA -21
Outlet
DA -22
Outlet
DA -23
Outlet
19.452
0.43
0.43
19.659
0.42
0.42
19.865
0.41
0.41
20.071
0.40
0.40
20.278
0.39
0.39
20.484
0.39
0.39
20.691
0.38
0.38
20.897
0.37
0.37
21.104
0.37
0.37
21.310
0.36
0.36
21.517
0.36
0.35
21.723
0.35
0.35
21.930
0.34
0.34
22.136
0.34
0.33
22.343
0.33
0.33
22.549
0.32
0.32
22.755
0.32
0.31
22.962
0.31
0.31
23.168
0.30
0.30
23.375
0.30
0.29
23.581
0.29
0.29
23.788
0.28
0.28
23.994
0.28
0.27
24.201
0.22
0.20
24.407
0.09
0.08
Area or
Drainage
Rain Gage
Reach
Area
ID or
Identifier
(sq mi)
Location
DA -24
0.136
0.33
Beginning of Input Data List
0
0
0.05
Start Time
(continued)
Flow
STORM 10 -Yr
increment
of 0.028
hr ------------
.05977
56.
.379
(cfs)
(cfs)
.02128
50.
.438
(cfs)
11.777
.01406
59.
.467
0.66
1.09
0.43
0.42
0.42
0.42
0.42
0.42
0.42
0.41
0.41
0.41
0.41
0.41
0.41
0.41
0.40
0.40
0.40
0.40
0.40
0.40
0.39
0.39
0.39
0.39
0.39
0.39
0.38
0.38
0.38
0.38
0.38
0.38
0.38
0.38
0.38
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.36
0.36
0.36
0.36
0.36
0.36
0.36
0.36
0.35
0.35
0.35
0.35
0.35
0.35
0.35
0.34
0.34
0.34
0.34
0.34
0.34
0.34
0.34
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.33
0.32
0.32
0.32
0.32
0.32
0.32
0.32
0.31
0.31
0.31
0.31
0.31
0.31
0.31
0.31
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.29
0.29
0.29
0.29
0.29
0.29
0.29
0.29
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.27
0.27
0.26
0.25
0.24
0.18
0.16
0.14
0.12
0.11
0.06
0.05
Runoff
------------
Peak Flow ------------
Amount
Elevation
Time
Rate
Rate
(in)
(ft)
(hr)
(cfs)
(csm)
1.075
12.39
53.54
394.35
Line
Start Time
------------
Flow
Values @ time
increment
of 0.028
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
11.777
0.09
0.19
0.37
0.66
1.09
1.71
2.62
11.972
3.92
5.68
8.01
11.02
14.78
19.22
24.14
12.167
29.30
34.51
39.47
43.83
47.40
50.15
52.06
12.362
53.16
53.54
53.33
52.61
51.45
49.94
48.24
WinTR-20 Version 1.10
Page 5
10/01/2018
17:19
Duke
no project subtitle
provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.028
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.557
46.40
44.41
42.31
40.15
37.97
35.79
33.67
12.752
31.69
29.85
28.14
26.60
25.23
23.99
22.88
12.947
21.89
21.01
20.19
19.45
18.76
18.13
17.53
13.142
16.98
16.47
16.00
15.57
15.17
14.81
14.48
13.337
14.18
13.91
13.67
13.45
13.25
13.08
12.91
13.532
12.76
12.62
12.49
12.36
12.24
12.12
12.01
WinTR-55, Version 1.00.10 Page 6 10/1/2018 5:19:58 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
STORM 10 -Yr
DA -21
Outlet
DA -22
Outlet
DA -23
Outlet
13.727
11.90
11.79
13.922
11.17
11.07
14.117
10.45
10.35
14.312
9.81
9.74
14.507
9.36
9.30
14.702
8.98
8.93
14.897
8.62
8.57
15.092
8.25
8.19
15.287
7.87
7.81
15.482
7.47
7.41
15.677
7.06
7.00
15.872
6.64
6.58
16.067
6.22
6.15
16.262
5.82
5.77
16.457
5.53
5.50
16.652
5.32
5.29
16.847
5.12
5.09
17.042
4.93
4.90
17.236
4.74
4.71
17.431
4.55
4.52
17.626
4.35
4.32
17.821
4.15
4.12
18.016
3.95
3.92
18.211
3.75
3.73
18.406
3.62
3.61
18.601
3.54
3.53
18.796
3.48
3.47
18.991
3.42
3.41
19.186
3.36
3.35
19.381
3.30
3.29
19.576
3.24
3.24
19.771
3.19
3.18
19.966
3.13
3.12
20.161
3.07
3.06
20.356
3.02
3.01
20.551
2.97
2.96
20.746
2.92
2.91
20.941
2.88
2.87
21.136
2.83
2.83
21.331
2.79
2.78
21.526
2.74
2.73
21.721
2.69
2.69
21.916
2.65
2.64
22.111
2.60
2.60
22.306
2.56
2.55
WinTR-20 Version 1.10
Beginning of Input Data List
0 0 0.05
(continued)
Duke
no project subtitle provided
Line
Start Time ------------ Flow Values @ time increment of 0.028 hr ------------
(hr) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
22.501 2.51 2.50 2.49 2.49 2.48 2.47 2.47
WinTR-55, Version 1.00.10 Page 7 10/1/2018 5:19:58 PM
STORM 10 -Yr
.05977 56.
.379
.02128 50.
.438
.01406 59.
.467
11.68
11.58
11.48
11.37
11.27
10.96
10.86
10.76
10.65
10.55
10.25
10.15
10.06
9.98
9.89
9.67
9.60
9.54
9.48
9.42
9.25
9.19
9.14
9.09
9.03
8.88
8.83
8.77
8.72
8.67
8.51
8.46
8.41
8.35
8.30
8.14
8.09
8.03
7.98
7.92
7.75
7.70
7.64
7.59
7.53
7.36
7.30
7.24
7.18
7.12
6.95
6.89
6.83
6.77
6.70
6.52
6.46
6.40
6.34
6.28
6.09
6.04
5.98
5.92
5.87
5.73
5.68
5.64
5.61
5.57
5.47
5.44
5.41
5.38
5.35
5.26
5.23
5.20
5.18
5.15
5.07
5.04
5.01
4.99
4.96
4.88
4.85
4.82
4.79
4.77
4.68
4.66
4.63
4.60
4.57
4.49
4.46
4.43
4.40
4.38
4.29
4.26
4.23
4.21
4.18
4.09
4.06
4.03
4.00
3.97
3.89
3.86
3.83
3.80
3.78
3.71
3.69
3.67
3.65
3.63
3.59
3.58
3.57
3.56
3.55
3.52
3.51
3.50
3.49
3.48
3.46
3.45
3.44
3.43
3.43
3.40
3.39
3.38
3.38
3.37
3.34
3.34
3.33
3.32
3.31
3.29
3.28
3.27
3.26
3.25
3.23
3.22
3.21
3.20
3.19
3.17
3.16
3.15
3.14
3.14
3.11
3.10
3.09
3.09
3.08
3.05
3.04
3.04
3.03
3.02
3.00
3.00
2.99
2.98
2.97
2.95
2.95
2.94
2.94
2.93
2.91
2.90
2.89
2.89
2.88
2.86
2.86
2.85
2.84
2.84
2.82
2.81
2.81
2.80
2.79
2.77
2.77
2.76
2.76
2.75
2.73
2.72
2.71
2.71
2.70
2.68
2.67
2.67
2.66
2.66
2.64
2.63
2.62
2.62
2.61
2.59
2.58
2.58
2.57
2.56
2.54
2.54
2.53
2.52
2.51
Page
6
10/01/2018
17:19
Duke
no project subtitle provided
Line
Start Time ------------ Flow Values @ time increment of 0.028 hr ------------
(hr) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
22.501 2.51 2.50 2.49 2.49 2.48 2.47 2.47
WinTR-55, Version 1.00.10 Page 7 10/1/2018 5:19:58 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
Beginning of Input Data List
0 0 0.05
STORM 10 -Yr
(continued)
DA -21 Outlet
.05977 56.
.379
DA -22 Outlet
.02128
50.
.438
DA -23 Outlet
.01406
59.
.467
22.696
2.46
2.46
2.45
2.44
2.44
2.43
2.42
22.891
2.42
2.41
2.40
2.39
2.39
2.38
2.37
23.086
2.37
2.36
2.35
2.35
2.34
2.33
2.32
23.280
2.32
2.31
2.30
2.30
2.29
2.28
2.28
23.475
2.27
2.26
2.26
2.25
2.24
2.24
2.23
23.670
2.22
2.21
2.21
2.20
2.19
2.19
2.18
23.865
2.17
2.16
2.16
2.15
2.14
2.13
2.12
24.060
2.10
2.06
2.00
1.92
1.80
1.67
1.52
24.255
1.36
1.21
1.05
0.91
0.77
0.66
0.55
24.450
0.47
0.40
0.34
0.29
0.24
0.21
0.17
24.645
0.15
0.13
0.11
0.09
0.08
0.06
0.05
Area or
Drainage
Rain Gage
Runoff
------------
Peak Flow
------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
OUTLET
0.231
1.166
12.36
102.54
444.11
Line
Start Time
------------
Flow
Values @ time
increment
of 0.024
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
11.401
0.06
0.07
0.09
0.10
0.11
0.13
0.21
11.568
0.26
0.32
0.40
0.51
0.63
0.79
0.99
11.736
1.23
1.56
2.00
2.51
3.17
4.00
5.02
11.904
6.29
7.93
10.02
12.67
16.02
20.26
25.47
12.071
31.71
38.89
46.81
55.18
63.71
72.08
79.86
12.239
86.68
92.31
96.68
99.82
101.78
102.54
102.42
12.406
101.54
100.00
97.89
95.38
92.56
89.47
86.19
12.574
82.75
79.20
75.57
71.91
68.27
64.70
61.27
12.741
58.03
55.00
52.19
49.60
47.25
45.13
43.21
12.909
41.47
39.88
38.44
37.12
35.89
34.76
33.70
13.076
32.70
31.77
30.89
30.06
29.29
28.58
27.92
13.244
27.31
26.74
26.23
25.75
25.32
24.92
24.56
13.412
24.23
23.93
23.65
23.39
23.15
22.92
22.70
13.579
22.50
22.30
22.11
21.93
21.75
21.57
21.40
13.747
21.24
21.07
20.91
20.74
20.58
20.42
20.26
13.914
20.10
19.94
19.78
19.61
19.45
19.29
19.13
14.082
18.96
18.80
18.64
18.49
18.34
18.19
18.05
14.249
17.91
17.78
17.66
17.54
17.43
17.32
17.22
14.417
17.12
17.02
16.93
16.84
16.75
16.66
16.58
14.584
16.49
16.41
16.32
16.24
16.16
16.08
16.00
14.752
15.92
15.83
15.75
15.67
15.59
15.51
15.43
14.920
15.34
15.26
15.18
15.10
15.01
14.93
14.85
15.087
14.76
14.68
14.60
14.51
14.43
14.34
14.25
15.255
14.17
14.08
14.00
13.91
13.82
13.73
13.65
15.422
13.56
13.47
13.38
13.29
13.20
13.11
13.02
15.590
12.93
12.84
12.75
12.66
12.56
12.47
12.38
15.757
12.29
12.19
12.10
12.01
11.91
11.82
11.73
15.925
11.63
11.54
11.44
11.35
11.25
11.15
11.06
WinTR-20 Version 1.10
Page 7
10/01/2018
17:19
Duke
no project subtitle provided
WinTR-55, Version 1.00.10 Page 8 10/1/2018 5:19:58 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
Beginning of Input Data List
0 0 0.05
WinTR-55, Version 1.00.10 Page 9 10/1/2018 5:19:58 PM
(continued)
no project subtitle
provided
STORM 10 -Yr
SUB -AREA:
DA -21
Outlet
.05977 56.
.379
DA -22
Outlet
.02128 50.
.438
DA -23
Outlet
.01406 59.
.467
Line
Start Time ------------
Flow
Values @
time increment
of 0.024
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
16.093
10.97
10.87
10.78
10.70
10.61
10.53
10.45
16.260
10.37
10.30
10.23
10.16
10.10
10.04
9.98
16.428
9.92
9.87
9.82
9.77
9.72
9.67
9.63
16.595
9.58
9.54
9.49
9.45
9.40
9.36
9.32
16.763
9.27
9.23
9.19
9.15
9.10
9.06
9.02
16.930
8.98
8.94
8.89
8.85
8.81
8.77
8.73
17.098
8.68
8.64
8.60
8.56
8.51
8.47
8.43
17.265
8.39
8.34
8.30
8.26
8.21
8.17
8.13
17.433
8.09
8.04
8.00
7.96
7.91
7.87
7.82
17.601
7.78
7.74
7.69
7.65
7.61
7.56
7.52
17.768
7.47
7.43
7.39
7.34
7.30
7.25
7.21
17.936
7.16
7.12
7.07
7.03
6.98
6.94
6.90
18.103
6.85
6.81
6.77
6.73
6.69
6.65
6.62
18.271
6.58
6.55
6.53
6.50
6.48
6.45
6.43
18.438
6.41
6.39
6.38
6.36
6.34
6.33
6.31
18.606
6.30
6.28
6.27
6.25
6.24
6.22
6.21
18.773
6.20
6.18
6.17
6.16
6.15
6.13
6.12
18.941
6.11
6.09
6.08
6.07
6.06
6.04
6.03
19.109
6.02
6.01
5.99
5.98
5.97
5.96
5.94
19.276
5.93
5.92
5.91
5.89
5.88
5.87
5.85
19.444
5.84
5.83
5.82
5.80
5.79
5.78
5.76
19.611
5.75
5.74
5.73
5.71
5.70
5.69
5.67
19.779
5.66
5.65
5.64
5.62
5.61
5.60
5.58
19.946
5.57
5.56
5.54
5.53
5.52
5.51
5.49
20.114
5.48
5.47
5.45
5.44
5.43
5.42
5.40
20.281
5.39
5.38
5.37
5.36
5.35
5.34
5.33
20.449
5.32
5.31
5.30
5.29
5.28
5.27
5.26
20.617
5.25
5.24
5.23
5.22
5.21
5.20
5.19
20.784
5.17
5.16
5.15
5.14
5.13
5.12
5.11
20.952
5.10
5.09
5.09
5.08
5.07
5.06
5.05
21.119
5.04
5.03
5.02
5.01
5.00
4.99
4.98
21.287
4.97
4.96
4.95
4.94
4.93
4.92
4.91
21.454
4.90
4.89
4.88
4.87
4.86
4.85
4.84
21.622
4.83
4.82
4.81
4.80
4.79
4.78
4.77
21.789
4.76
4.75
4.74
4.73
4.72
4.71
4.70
21.957
4.69
4.68
4.67
4.66
4.65
4.64
4.63
22.125
4.62
4.61
4.60
4.59
4.58
4.56
4.55
22.292
4.54
4.53
4.52
4.51
4.50
4.49
4.48
22.460
4.47
4.46
4.45
4.44
4.43
4.42
4.41
22.627
4.40
4.39
4.38
4.37
4.36
4.35
4.34
22.795
4.33
4.32
4.31
4.30
4.28
4.27
4.26
22.962
4.25
4.24
4.23
4.22
4.21
4.20
4.19
23.130
4.18
4.17
4.16
4.14
4.13
4.12
4.11
23.298
4.10
4.09
4.08
4.07
4.06
4.05
4.04
23.465
4.03
4.02
4.01
4.00
3.99
3.98
3.97
23.633
3.96
3.95
3.93
3.92
3.91
3.90
3.89
23.800
3.88
3.87
3.86
3.85
3.84
3.83
3.81
23.968
3.80
3.79
3.77
3.75
3.70
3.64
3.54
24.135
3.41
3.24
3.03
2.80
2.56
2.31
2.07
24.303
1.83
1.60
1.40
1.21
1.04
0.90
0.77
24.470
0.67
0.58
0.46
0.35
0.31
0.26
0.23
WinTR-55, Version 1.00.10 Page 9 10/1/2018 5:19:58 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
Beginning of Input Data List
0 0
no project subtitle provided
STORM 10 -Yr
SUB -AREA:
DA -21 Outlet .05977 56.
DA -22 Outlet .02128 50.
DA -23 Outlet .01406 59.
WinTR-20 Version 1.10 Page 8
Duke
no project subtitle provided
Line
Start Time
(hr)
24.638
24.806
Area or
Reach
Identifier
DA -21
Line
Start Time
(hr)
12.120
12.288
12.455
12.623
12.790
12.958
13.125
13.293
13.460
13.628
13.796
13.963
14.131
14.298
14.466
14.633
14.801
14.968
15.136
15.304
15.471
15.639
15.806
15.974
16.141
16.309
16.476
16.644
16.812
16.979
17.147
17.314
0.05
(continued)
379
438
467
10/01/2018 17:19
------------
Flow
Values @ time
increment
of 0.024
hr------------
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
0.15
0.13
0.12
0.10
0.09
0.08
0.07
0.06
STORM
1 -Yr
Drainage
Rain Gage
Runoff
------------
Peak Flow ------------
Area
ID or
Amount
Elevation
Time
Rate
Rate
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
0.060
0.225
12.53
2.81
46.97
------------
Flow
Values @ time
increment
of 0.024
hr------------
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
0.08
0.16
0.27
0.42
0.62
0.83
1.07
1.31
1.55
1.78
2.00
2.21
2.38
2.53
2.64
2.72
2.78
2.81
2.81
2.78
2.74
2.68
2.61
2.52
2.44
2.35
2.27
2.19
2.12
2.05
1.99
1.94
1.89
1.84
1.80
1.77
1.73
1.70
1.66
1.63
1.60
1.57
1.55
1.52
1.50
1.47
1.45
1.43
1.41
1.40
1.39
1.37
1.36
1.35
1.34
1.33
1.33
1.32
1.31
1.31
1.30
1.29
1.29
1.28
1.28
1.27
1.27
1.26
1.26
1.25
1.24
1.24
1.23
1.22
1.22
1.21
1.20
1.20
1.19
1.18
1.18
1.17
1.16
1.15
1.15
1.14
1.13
1.13
1.12
1.11
1.11
1.10
1.10
1.09
1.09
1.09
1.08
1.08
1.07
1.07
1.07
1.06
1.06
1.06
1.05
1.05
1.05
1.04
1.04
1.04
1.03
1.03
1.02
1.02
1.02
1.01
1.01
1.01
1.00
1.00
0.99
0.99
0.98
0.98
0.98
0.97
0.97
0.96
0.96
0.95
0.95
0.94
0.94
0.93
0.93
0.93
0.92
0.92
0.91
0.91
0.90
0.90
0.89
0.88
0.88
0.87
0.87
0.86
0.86
0.85
0.85
0.84
0.84
0.83
0.82
0.82
0.81
0.81
0.80
0.80
0.79
0.78
0.78
0.77
0.77
0.76
0.75
0.75
0.74
0.74
0.73
0.73
0.72
0.72
0.71
0.71
0.71
0.70
0.70
0.70
0.69
0.69
0.69
0.68
0.68
0.68
0.67
0.67
0.67
0.67
0.66
0.66
0.66
0.66
0.65
0.65
0.65
0.65
0.64
0.64
0.64
0.64
0.63
0.63
0.63
0.63
0.62
0.62
0.62
0.61
0.61
0.61
0.61
0.60
0.60
0.60
0.60
0.59
0.59
0.59
0.58
0.58
0.58
0.58
WinTR-55, Version 1.00.10 Page 10 10/1/2018 5:19:58 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -21 Outlet
DA -22 Outlet
DA -23 Outlet
17.482 0.57 0.57
17.649 0.55 0.55
17.817 0.53 0.53
17.984 0.51 0.51
WinTR-20 Version 1.10 Page 9
Duke
no project subtitle provided
Beginning of Input Data List
0 0
STORM 1 -Yr
.05977 56.
.02128 50.
.01406 59.
0.57 0.56
0.55 0.54
0.53 0.52
0.51 0.50
0.05
(continued)
Line
.379
.438
.467
Start Time
0.56
0.56
0.56
0.54
0.54
0.54
0.52
0.52
0.51
0.50
0.50
0.49
(cfs)
10/01/2018
17:19
Line
Start Time
------------
Flow
Values @ time
increment
of 0.024 hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
18.152
0.49
0.49
0.49
0.48
0.48
0.48
0.48
18.320
0.48
0.47
0.47
0.47
0.47
0.47
0.47
18.487
0.47
0.47
0.46
0.46
0.46
0.46
0.46
18.655
0.46
0.46
0.46
0.46
0.46
0.46
0.46
18.822
0.45
0.45
0.45
0.45
0.45
0.45
0.45
18.990
0.45
0.45
0.45
0.45
0.45
0.45
0.44
19.157
0.44
0.44
0.44
0.44
0.44
0.44
0.44
19.325
0.44
0.44
0.44
0.44
0.44
0.43
0.43
19.493
0.43
0.43
0.43
0.43
0.43
0.43
0.43
19.660
0.43
0.43
0.43
0.42
0.42
0.42
0.42
19.828
0.42
0.42
0.42
0.42
0.42
0.42
0.42
19.995
0.41
0.41
0.41
0.41
0.41
0.41
0.41
20.163
0.41
0.41
0.41
0.41
0.41
0.41
0.40
20.330
0.40
0.40
0.40
0.40
0.40
0.40
0.40
20.498
0.40
0.40
0.40
0.40
0.40
0.40
0.40
20.665
0.39
0.39
0.39
0.39
0.39
0.39
0.39
20.833
0.39
0.39
0.39
0.39
0.39
0.39
0.39
21.001
0.39
0.38
0.38
0.38
0.38
0.38
0.38
21.168
0.38
0.38
0.38
0.38
0.38
0.38
0.38
21.336
0.38
0.38
0.37
0.37
0.37
0.37
0.37
21.503
0.37
0.37
0.37
0.37
0.37
0.37
0.37
21.671
0.37
0.37
0.37
0.36
0.36
0.36
0.36
21.838
0.36
0.36
0.36
0.36
0.36
0.36
0.36
22.006
0.36
0.36
0.36
0.35
0.35
0.35
0.35
22.173
0.35
0.35
0.35
0.35
0.35
0.35
0.35
22.341
0.35
0.35
0.35
0.34
0.34
0.34
0.34
22.509
0.34
0.34
0.34
0.34
0.34
0.34
0.34
22.676
0.34
0.34
0.34
0.33
0.33
0.33
0.33
22.844
0.33
0.33
0.33
0.33
0.33
0.33
0.33
23.011
0.33
0.33
0.32
0.32
0.32
0.32
0.32
23.179
0.32
0.32
0.32
0.32
0.32
0.32
0.32
23.346
0.32
0.31
0.31
0.31
0.31
0.31
0.31
23.514
0.31
0.31
0.31
0.31
0.31
0.31
0.31
23.681
0.30
0.30
0.30
0.30
0.30
0.30
0.30
23.849
0.30
0.30
0.30
0.30
0.30
0.30
0.29
24.017
0.29
0.29
0.29
0.28
0.27
0.26
0.24
24.184
0.22
0.20
0.18
0.16
0.13
0.12
0.10
24.352
0.08
0.07
0.06
0.05
Area or
Drainage
Rain Gage
Runoff
------------
Peak
Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
WinTR-55, Version 1.00.10
Page
11
10/1/2018
5:19:58 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
Beginning of Input Data List
0 0 0.05
WinTR-55, Version 1.00.10 Page 12 10/1/2018 5:19:58 PM
(continued)
no project subtitle
provided
STORM 1 -Yr
SUB -AREA:
DA -21
Outlet
.05977 56.
.379
DA -22
Outlet
.02128 50.
.438
DA -23
Outlet
.01406 59.
.467
DA -22 0.021
0.093
13.99
0.18
8.22
Line
Start Time ------------
Flow
Values @
time increment
of 0.028
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.639
0.06
0.07
0.08
0.08
0.09
0.10
0.10
12.832
0.11
0.12
0.12
0.13
0.13
0.13
0.14
WinTR-20 Version 1.10
Page
10
10/01/2018
17:19
Duke
no project subtitle
provided
Line
Start Time ------------
Flow
Values @
time increment
of 0.028
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
13.026
0.14
0.14
0.15
0.15
0.15
0.15
0.15
13.219
0.15
0.15
0.15
0.16
0.16
0.16
0.16
13.413
0.16
0.16
0.16
0.16
0.17
0.17
0.17
13.607
0.17
0.17
0.17
0.17
0.17
0.17
0.17
13.800
0.17
0.17
0.17
0.17
0.17
0.17
0.18
13.994
0.18
0.17
0.17
0.17
0.17
0.17
0.17
14.188
0.17
0.17
0.17
0.17
0.17
0.17
0.17
14.381
0.17
0.17
0.17
0.17
0.17
0.17
0.17
14.575
0.17
0.17
0.17
0.17
0.17
0.17
0.17
14.769
0.17
0.17
0.17
0.17
0.17
0.17
0.17
14.962
0.17
0.17
0.17
0.17
0.17
0.17
0.17
15.156
0.17
0.17
0.17
0.17
0.17
0.17
0.17
15.350
0.17
0.16
0.16
0.16
0.16
0.16
0.16
15.543
0.16
0.16
0.16
0.16
0.16
0.16
0.16
15.737
0.15
0.15
0.15
0.15
0.15
0.15
0.15
15.930
0.15
0.15
0.15
0.15
0.14
0.14
0.14
16.124
0.14
0.14
0.14
0.14
0.14
0.14
0.14
16.318
0.13
0.13
0.13
0.13
0.13
0.13
0.13
16.511
0.13
0.13
0.13
0.13
0.13
0.13
0.13
16.705
0.13
0.13
0.13
0.13
0.13
0.13
0.12
16.899
0.12
0.12
0.12
0.12
0.12
0.12
0.12
17.092
0.12
0.12
0.12
0.12
0.12
0.12
0.12
17.286
0.12
0.12
0.12
0.12
0.12
0.12
0.11
17.480
0.11
0.11
0.11
0.11
0.11
0.11
0.11
17.673
0.11
0.11
0.11
0.11
0.11
0.11
0.11
17.867
0.11
0.11
0.10
0.10
0.10
0.10
0.10
18.061
0.10
0.10
0.10
0.10
0.10
0.10
0.10
18.254
0.10
0.10
0.10
0.10
0.10
0.10
0.10
18.448
0.10
0.10
0.09
0.09
0.09
0.09
0.09
18.641
0.09
0.09
0.09
0.09
0.09
0.09
0.09
18.835
0.09
0.09
0.09
0.09
0.09
0.09
0.09
19.029
0.09
0.09
0.09
0.09
0.09
0.09
0.09
19.222
0.09
0.09
0.09
0.09
0.09
0.09
0.09
19.416
0.09
0.09
0.09
0.09
0.09
0.09
0.09
19.610
0.09
0.09
0.09
0.09
0.09
0.09
0.09
19.803
0.09
0.09
0.09
0.09
0.09
0.09
0.09
19.997
0.09
0.09
0.09
0.09
0.09
0.09
0.09
WinTR-55, Version 1.00.10 Page 12 10/1/2018 5:19:58 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -21
Outlet
0.08
DA -22
Outlet
.01406 59.
DA -23
Outlet
0.08
20.191
0.09
0.09
20.384
0.08
0.08
20.578
0.08
0.08
20.772
0.08
0.08
20.965
0.08
0.08
21.159
0.08
0.08
21.352
0.08
0.08
21.546
0.08
0.08
21.740
0.08
0.08
21.933
0.08
0.08
22.127
0.08
0.08
22.321
0.07
0.07
22.514
0.07
0.07
22.708
0.07
0.07
WinTR-20 Version 1.10
Line
Start Time
(hr)
22.902
23.095
23.289
23.482
23.676
23.870
24.063
Area or
Reach
Identifier
DA -23
Line
Start Time
(hr)
12.100
12.307
12.513
12.719
12.926
13.132
13.339
13.545
13.752
13.958
14.165
14.371
14.578
14.784
Beginning of Input Data List
0 0 0.05
STORM 1 -Yr
Page 11
Duke
no project subtitle provided
(continued)
.379
.438
.467
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.07
0.07
0.07
0.08
.05977 56.
0.08
.02128 50.
0.08
.01406 59.
0.09
0.09
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.07
0.07
0.07
0.07
0.07
0.07
Page 11
Duke
no project subtitle provided
(continued)
.379
.438
.467
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.07
0.07
0.07
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.07
0.07
0.07
0.07
0.07
0.07
10/01/2018 17:19
------------
Flow
Values @ time
increment
of 0.028
hr------------
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.06
0.06
0.06
0.06
0.06
0.06
0.06
0.06
0.05
Drainage
Rain Gage
Runoff
------------
Peak Flow ------------
Area
ID or
Amount
Elevation
Time
Rate
Rate
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
0.014
0.309
12.54
1.09
77.34
------------
Flow
Values @ time
increment
of 0.029
hr------------
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
0.06
0.11
0.17
0.26
0.36
0.47
0.57
0.68
0.78
0.86
0.94
1.00
1.05
1.07
1.09
1.09
1.08
1.06
1.03
1.00
0.96
0.92
0.88
0.84
0.80
0.77
0.74
0.71
0.68
0.65
0.63
0.61
0.59
0.58
0.56
0.54
0.53
0.52
0.50
0.49
0.48
0.47
0.46
0.46
0.45
0.44
0.44
0.43
0.43
0.42
0.42
0.42
0.41
0.41
0.40
0.40
0.40
0.40
0.39
0.39
0.39
0.38
0.38
0.38
0.37
0.37
0.37
0.36
0.36
0.36
0.36
0.35
0.35
0.35
0.34
0.34
0.34
0.34
0.33
0.33
0.33
0.33
0.33
0.33
0.32
0.32
0.32
0.32
0.32
0.32
0.31
0.31
0.31
0.31
0.31
0.31
0.30
0.30
WinTR-55, Version 1.00.10 Page 13 10/1/2018 5:19:58 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
(continued)
WinTR-55, Version 1.00.10 Page 14 10/1/2018 5:19:58 PM
STORM 1 -Yr
SUB -AREA:
DA -21
Outlet
.05977 56.
.379
DA -22
Outlet
.02128 50.
.438
DA -23
Outlet
.01406 59.
.467
14.991
0.30
0.30
0.30
0.30
0.29
0.29
0.29
15.197
0.29
0.29
0.29
0.28
0.28
0.28
0.28
15.404
0.28
0.27
0.27
0.27
0.27
0.27
0.26
15.610
0.26
0.26
0.26
0.26
0.25
0.25
0.25
15.816
0.25
0.25
0.24
0.24
0.24
0.24
0.23
16.023
0.23
0.23
0.23
0.23
0.22
0.22
0.22
16.229
0.22
0.21
0.21
0.21
0.21
0.21
0.21
16.436
0.21
0.20
0.20
0.20
0.20
0.20
0.20
16.642
0.20
0.20
0.20
0.19
0.19
0.19
0.19
16.849
0.19
0.19
0.19
0.19
0.19
0.19
0.18
17.055
0.18
0.18
0.18
0.18
0.18
0.18
0.18
17.262
0.18
0.18
0.17
0.17
0.17
0.17
0.17
17.468
0.17
0.17
0.17
0.17
0.16
0.16
0.16
17.675
0.16
0.16
0.16
0.16
0.16
0.16
0.16
17.881
0.15
0.15
0.15
0.15
0.15
0.15
0.15
18.088
0.15
0.15
0.14
0.14
0.14
0.14
0.14
18.294
0.14
0.14
0.14
0.14
0.14
0.14
0.14
18.500
0.14
0.13
0.13
0.13
0.13
0.13
0.13
18.707
0.13
0.13
0.13
0.13
0.13
0.13
0.13
WinTR-20 Version 1.10
Page
12
10/01/2018
17:19
Duke
no project subtitle
provided
Line
Start Time ------------
Flow
Values @
time increment
of 0.029
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
18.913
0.13
0.13
0.13
0.13
0.13
0.13
0.13
19.120
0.13
0.13
0.13
0.13
0.13
0.13
0.13
19.326
0.13
0.13
0.13
0.13
0.13
0.12
0.12
19.533
0.12
0.12
0.12
0.12
0.12
0.12
0.12
19.739
0.12
0.12
0.12
0.12
0.12
0.12
0.12
19.946
0.12
0.12
0.12
0.12
0.12
0.12
0.12
20.152
0.12
0.12
0.12
0.12
0.12
0.12
0.12
20.359
0.12
0.12
0.12
0.11
0.11
0.11
0.11
20.565
0.11
0.11
0.11
0.11
0.11
0.11
0.11
20.772
0.11
0.11
0.11
0.11
0.11
0.11
0.11
20.978
0.11
0.11
0.11
0.11
0.11
0.11
0.11
21.184
0.11
0.11
0.11
0.11
0.11
0.11
0.11
21.391
0.11
0.11
0.11
0.11
0.11
0.11
0.11
21.597
0.11
0.11
0.10
0.10
0.10
0.10
0.10
21.804
0.10
0.10
0.10
0.10
0.10
0.10
0.10
22.010
0.10
0.10
0.10
0.10
0.10
0.10
0.10
22.217
0.10
0.10
0.10
0.10
0.10
0.10
0.10
22.423
0.10
0.10
0.10
0.10
0.10
0.10
0.10
22.630
0.10
0.10
0.10
0.10
0.10
0.10
0.09
22.836
0.09
0.09
0.09
0.09
0.09
0.09
0.09
23.043
0.09
0.09
0.09
0.09
0.09
0.09
0.09
23.249
0.09
0.09
0.09
0.09
0.09
0.09
0.09
23.456
0.09
0.09
0.09
0.09
0.09
0.09
0.09
23.662
0.09
0.09
0.09
0.09
0.09
0.09
0.09
23.869
0.08
0.08
0.08
0.08
0.08
0.08
0.08
24.075
0.08
0.08
0.08
0.07
0.07
0.06
0.06
24.281
0.05
WinTR-55, Version 1.00.10 Page 14 10/1/2018 5:19:58 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
Beginning of Input Data List
0 0 0.05
(continued)
no project
subtitle provided
STORM
1 -Yr
SUB -AREA:
DA -21 Outlet
.05977
56.
.379
DA -22 Outlet
.02128
50.
.438
DA -23 Outlet
.01406
59.
.467
Area or
Drainage
Rain Gage
Runoff ------------
Peak Flow ------------
Reach
Area
ID or
Amount Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -24
0.136
0.132
12.78
1.89
13.92
Line
Start Time
------------
Flow
Values @ time
increment
of 0.028
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.303
0.08
0.15
0.24
0.36
0.51
0.68
0.85
12.498
1.03
1.21
1.37
1.52
1.63
1.73
1.80
12.693
1.84
1.87
1.88
1.89
1.89
1.89
1.88
12.888
1.88
1.87
1.86
1.86
1.85
1.84
1.83
13.083
1.82
1.81
1.79
1.78
1.77
1.75
1.74
13.278
1.73
1.72
1.71
1.71
1.70
1.70
1.70
13.473
1.70
1.69
1.69
1.69
1.69
1.69
1.69
13.668
1.68
1.68
1.68
1.68
1.68
1.67
1.67
13.863
1.67
1.66
1.66
1.65
1.65
1.64
1.63
14.058
1.63
1.62
1.61
1.61
1.60
1.59
1.59
14.253
1.58
1.57
1.57
1.56
1.56
1.55
1.55
14.448
1.55
1.54
1.54
1.54
1.53
1.53
1.53
14.643
1.53
1.52
1.52
1.52
1.51
1.51
1.50
WinTR-20 Version 1.10
Page 13
10/01/2018
17:19
Duke
no project subtitle
provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.028
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
14.838
1.50
1.50
1.49
1.49
1.48
1.48
1.47
15.033
1.47
1.46
1.46
1.45
1.45
1.44
1.44
15.228
1.43
1.42
1.42
1.41
1.41
1.40
1.39
15.423
1.39
1.38
1.37
1.36
1.36
1.35
1.34
15.618
1.33
1.33
1.32
1.31
1.30
1.29
1.28
15.813
1.27
1.27
1.26
1.25
1.24
1.23
1.22
16.008
1.21
1.20
1.19
1.18
1.17
1.16
1.15
16.203
1.14
1.14
1.13
1.12
1.11
1.11
1.10
16.398
1.09
1.09
1.08
1.08
1.07
1.07
1.06
16.593
1.06
1.06
1.05
1.05
1.04
1.04
1.03
16.787
1.03
1.03
1.02
1.02
1.01
1.01
1.01
16.982
1.00
1.00
0.99
0.99
0.98
0.98
0.98
17.177
0.97
0.97
0.96
0.96
0.95
0.95
0.94
17.372
0.94
0.93
0.93
0.92
0.92
0.91
0.91
17.567
0.91
0.90
0.90
0.89
0.89
0.88
0.88
17.762
0.87
0.87
0.86
0.85
0.85
0.84
0.84
17.957
0.83
0.83
0.82
0.82
0.81
0.81
0.80
18.152
0.80
0.79
0.79
0.78
0.78
0.77
0.77
18.347
0.77
0.77
0.76
0.76
0.76
0.76
0.76
18.542
0.75
0.75
0.75
0.75
0.75
0.75
0.74
18.737
0.74
0.74
0.74
0.74
0.74
0.74
0.74
18.932
0.73
0.73
0.73
0.73
0.73
0.73
0.73
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WinTR-20 Printed Page
File
Beginning
of Input Data
List
TR20.inp
WinTR-20: Version 1.10
0
0
0.05
(continued)
no project
subtitle provided
STORM 1 -Yr
SUB -AREA:
DA -21 Outlet
.05977
56.
.379
DA -22 Outlet
.02128
50.
.438
DA -23 Outlet
.01406
59.
.467
19.127
0.72
0.72
0.72
0.72
0.72
0.72
0.72
19.322
0.72
0.71
0.71
0.71
0.71
0.71
0.71
19.517
0.71
0.71
0.70
0.70
0.70
0.70
0.70
19.712
0.70
0.70
0.69
0.69
0.69
0.69
0.69
19.907
0.69
0.69
0.68
0.68
0.68
0.68
0.68
20.102
0.68
0.68
0.67
0.67
0.67
0.67
0.67
20.297
0.67
0.67
0.66
0.66
0.66
0.66
0.66
20.492
0.66
0.66
0.66
0.66
0.65
0.65
0.65
20.687
0.65
0.65
0.65
0.65
0.65
0.65
0.64
20.882
0.64
0.64
0.64
0.64
0.64
0.64
0.64
21.077
0.64
0.63
0.63
0.63
0.63
0.63
0.63
21.272
0.63
0.63
0.63
0.62
0.62
0.62
0.62
21.467
0.62
0.62
0.62
0.62
0.61
0.61
0.61
21.662
0.61
0.61
0.61
0.61
0.61
0.60
0.60
21.857
0.60
0.60
0.60
0.60
0.60
0.60
0.60
22.052
0.59
0.59
0.59
0.59
0.59
0.59
0.59
22.247
0.59
0.58
0.58
0.58
0.58
0.58
0.58
22.442
0.58
0.57
0.57
0.57
0.57
0.57
0.57
22.637
0.57
0.57
0.56
0.56
0.56
0.56
0.56
22.832
0.56
0.56
0.55
0.55
0.55
0.55
0.55
23.026
0.55
0.55
0.55
0.54
0.54
0.54
0.54
23.221
0.54
0.54
0.53
0.53
0.53
0.53
0.53
23.416
0.53
0.53
0.53
0.52
0.52
0.52
0.52
23.611
0.52
0.52
0.52
0.51
0.51
0.51
0.51
23.806
0.51
0.51
0.50
0.50
0.50
0.50
0.50
24.001
0.50
0.49
0.49
0.48
0.47
0.45
0.42
24.196
0.39
0.36
0.32
0.29
0.25
0.22
0.18
24.391
0.16
0.13
0.11
0.09
0.08
0.07
0.06
WinTR-20 Version 1.10
Page
14
10/01/2018
17:19
Duke
no project subtitle
provided
Area or
Drainage
Rain Gage
Runoff
------------
Peak Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
OUTLET
0.231
0.164
12.65
5.43
23.52
Line
Start Time
------------
Flow
Values @ time
increment
of 0.024
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.096
0.05
0.17
0.30
0.47
0.69
0.96
1.27
12.264
1.59
1.96
2.35
2.72
3.09
3.46
3.82
12.431
4.15
4.44
4.70
4.93
5.11
5.25
5.34
12.599
5.39
5.42
5.43
5.38
5.31
5.22
5.13
12.766
5.03
4.93
4.84
4.75
4.67
4.60
4.53
12.934
4.47
4.41
4.35
4.30
4.25
4.20
4.14
13.101
4.09
4.04
3.99
3.95
3.90
3.86
3.82
13.269
3.79
3.76
3.73
3.71
3.69
3.67
3.65
13.436
3.64
3.62
3.61
3.60
3.59
3.58
3.57
13.604
3.56
3.55
3.54
3.53
3.52
3.51
3.50
13.772
3.49
3.48
3.47
3.46
3.45
3.44
3.42
WinTR-55, Version 1.00.10 Page 16 10/1/2018 5:19:58 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -21
Outlet
3.23
DA -22
Outlet
.01406 59.
DA -23
Outlet
3.27
13.939
3.41
3.40
14.107
3.30
3.29
14.274
3.20
3.19
14.442
3.13
3.12
14.609
3.08
3.07
14.777
3.02
3.01
14.945
2.96
2.95
15.112
2.89
2.88
15.280
2.81
2.80
15.447
2.72
2.71
15.615
2.62
2.61
15.782
2.52
2.50
15.950
2.40
2.39
16.117
2.29
2.27
16.285
2.18
2.17
16.453
2.11
2.10
16.620
2.05
2.05
16.788
2.00
1.99
16.955
1.95
1.94
17.123
1.90
1.89
17.290
1.84
1.83
17.458
1.78
1.78
17.625
1.73
1.72
17.793
1.66
1.66
17.961
1.60
1.59
18.128
1.54
1.53
18.296
1.49
1.48
18.463
1.46
1.45
18.631
1.44
1.43
18.798
1.42
1.42
18.966
1.40
1.40
19.133
1.39
1.39
19.301
1.37
1.37
19.469
1.36
1.35
WinTR-20 Version 1.10
Beginning of Input Data List
0 0 0.05
STORM 1 -Yr
Page 15
Duke
no project subtitle provided
(continued)
.379
.438
.467
3.35
3.24
3.16
3.10
3.05
2.99
2.92
2.84
2.76
2.67
2.56
2.45
2.34
2.22
2.14
2.08
2.02
1.97
1.92
1.86
1.81
1.75
1.69
1.63
1.57
1.51
1.47
1.45
1.43
1.41
1.40
1.38
1.36
1.35
3.34
.05977 56.
3.23
.02128 50.
3.15
.01406 59.
3.38
3.37
3.27
3.26
3.18
3.17
3.12
3.11
3.06
3.05
3.01
3.00
2.94
2.93
2.87
2.86
2.78
2.77
2.69
2.68
2.59
2.58
2.49
2.47
2.37
2.35
2.25
2.24
2.16
2.15
2.09
2.08
2.04
2.03
1.99
1.98
1.93
1.93
1.88
1.87
1.82
1.82
1.77
1.76
1.71
1.70
1.65
1.64
1.58
1.58
1.52
1.51
1.48
1.47
1.45
1.45
1.43
1.43
1.42
1.41
1.40
1.40
1.38
1.38
1.37
1.37
1.35
1.35
Page 15
Duke
no project subtitle provided
(continued)
.379
.438
.467
3.35
3.24
3.16
3.10
3.05
2.99
2.92
2.84
2.76
2.67
2.56
2.45
2.34
2.22
2.14
2.08
2.02
1.97
1.92
1.86
1.81
1.75
1.69
1.63
1.57
1.51
1.47
1.45
1.43
1.41
1.40
1.38
1.36
1.35
3.34
3.32
3.23
3.21
3.15
3.14
3.09
3.08
3.04
3.03
2.98
2.97
2.91
2.90
2.83
2.82
2.75
2.73
2.65
2.64
2.55
2.53
2.44
2.42
2.32
2.30
2.21
2.20
2.13
2.12
2.07
2.06
2.02
2.01
1.96
1.96
1.91
1.90
1.86
1.85
1.80
1.79
1.74
1.73
1.68
1.67
1.62
1.61
1.56
1.55
1.50
1.49
1.46
1.46
1.44
1.44
1.43
1.42
1.41
1.41
1.39
1.39
1.38
1.38
1.36
1.36
1.35
1.34
10/01/2018 17:19
Line
Start Time
------------
Flow
Values @ time
increment
of 0.024
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
19.636
1.34
1.34
1.34
1.33
1.33
1.33
1.33
19.804
1.32
1.32
1.32
1.32
1.31
1.31
1.31
19.971
1.31
1.30
1.30
1.30
1.30
1.29
1.29
20.139
1.29
1.29
1.28
1.28
1.28
1.28
1.27
20.306
1.27
1.27
1.27
1.27
1.26
1.26
1.26
20.474
1.26
1.26
1.25
1.25
1.25
1.25
1.25
20.641
1.24
1.24
1.24
1.24
1.24
1.23
1.23
20.809
1.23
1.23
1.23
1.22
1.22
1.22
1.22
20.977
1.22
1.22
1.21
1.21
1.21
1.21
1.21
21.144
1.20
1.20
1.20
1.20
1.20
1.20
1.19
21.312
1.19
1.19
1.19
1.18
1.18
1.18
1.18
21.479
1.18
1.17
1.17
1.17
1.17
1.17
1.16
WinTR-55, Version 1.00.10 Page 17 10/1/2018 5:19:58 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -21
Outlet
-----------
DA -22
Outlet
Area Alternate
DA -23
Outlet
Identifier
21.647
1.16
1.16
21.814
1.15
1.15
21.982
1.13
1.13
22.149
1.12
1.12
22.317
1.10
1.10
22.485
1.09
1.08
22.652
1.07
1.07
22.820
1.06
1.06
22.987
1.04
1.04
23.155
1.02
1.02
23.322
1.01
1.00
23.490
0.99
0.99
23.658
0.98
0.97
23.825
0.96
0.96
23.993
0.94
0.94
24.160
0.80
0.75
24.328
0.32
0.28
24.495
0.08
0.07
Beginning of Input Data List
0 0 0.05
(continued)
WinTR-20 Version 1.10 Page 16 10/01/2018 17:19
Duke
no project subtitle provided
Area or
STORM 1 -Yr
-----------
Peak Flow by Storm -----------
Reach
Area Alternate
.05977 56.
.379
Identifier
(sq mi)
(cfs)
.02128 50.
.438
0.060
34.27
2.81
.01406 59.
.467
6.95
0.18
1.16
1.16
1.15
1.15
1.15
1.14
1.14
1.14
1.14
1.14
1.13
1.13
1.13
1.12
1.12
1.11
1.11
1.11
1.11
1.11
1.10
1.10
1.09
1.09
1.09
1.08
1.08
1.08
1.08
1.07
1.07
1.07
1.06
1.06
1.06
1.05
1.05
1.05
1.05
1.04
1.04
1.03
1.03
1.03
1.03
1.02
1.02
1.01
1.01
1.01
1.00
1.00
1.00
1.00
0.99
0.99
0.99
0.98
0.98
0.98
0.97
0.97
0.97
0.96
0.96
0.95
0.95
0.95
0.95
0.94
0.93
0.92
0.90
0.88
0.84
0.64
0.59
0.53
0.47
0.42
0.24
0.21
0.18
0.15
0.10
0.06
0.05
WinTR-20 Version 1.10 Page 16 10/01/2018 17:19
Duke
no project subtitle provided
Area or
Drainage
-----------
Peak Flow by Storm -----------
Reach
Area Alternate
10 -Yr
1 -Yr
Identifier
(sq mi)
(cfs)
(cfs) (cfs) (cfs) (cfs)
DA -21
0.060
34.27
2.81
DA -22
0.021
6.95
0.18
DA -23
0.014
9.03
1.09
DA -24
0.136
53.54
1.89
OUTLET
0.231
102.54
5.43
WinTR-55, Version 1.00.10 Page 18 10/1/2018 5:19:58 PM

WinTR-20 Printed Page File Beginning of Input Data List
TR20.inp
WinTR-20: Version 1.10 0 0 0.05
(continued)
no project subtitle provided
STORM 1 -Yr
SUB -AREA:
DA -21 Outlet .05977 56. .379
DA -22 Outlet .02128 50. .438
DA -23 Outlet .01406 59. .467
WinTR-20 Version 1.10 Page 17 10/01/2018 17:19
WinTR-55, Version 1.00.10 Page 19 10/1/2018 5:19:58 PM

WinTR-55 Current Data Description
--- Identification Data ---
User:
Klocke
Date: 9/27/2018
Project:
Duke
Units: English
SubTitle:
Areal Units: Acres
State:
North Carolina
County:
Robeson NOAA
Filename:
C:\Users\lee.klocke\Documents\Duke
DA -21 to DA -24.w55
--- Sub -Area Data ---
Name Description Reach Area(ac) RCN Tc
DA -21 Outlet 38.25 56 .379
DA -22 Outlet 13.62 50 .438
DA -23 Outlet 9 59 .467
DA -24 Outlet 86.9 52 .441
Total area: 147.77 (ac)
--- Storm Data --
Rainfall Depth by Rainfall Return Period
2 -Yr 5 -Yr 10 -Yr 25 -Yr 50 -Yr 100 -Yr 1 -Yr
(in) (in) (in) (in) (in) (in) (in)
--------------------------------------------------------------------------------
3.67 4.72 5.58 6.79 7.79 8.87 3.02
Storm Data Source: Robeson NOAA County, NC (NRCS)
Rainfall Distribution Type: Type III
Dimensionless Unit Hydrograph: <standard>
WinTR-55, Version 1.00.10 Page 1 9/27/2018 9:46:36 AM

Klocke Duke
Robeson NOAA County, North Carolina
Storm Data
Rainfall Depth by Rainfall Return Period
2 -Yr 5 -Yr 10 -Yr 25 -Yr 50 -Yr 100 -Yr 1 -Yr
(in) (in) (in) (in) (in) (in) (in)
--------------------------------------------------------------------------------
3.67 4.72 5.58 6.79 7.79 8.87 3.02
Storm Data Source: Robeson NOAA County, NC (NRCS)
Rainfall Distribution Type: Type III
Dimensionless Unit Hydrograph: <standard>
WinTR-55, Version 1.00.10 Page 1 9/27/2018 9:46:36 AM

Klocke Duke
Robeson NOAA County, North Carolina
Watershed Peak Table
Sub -Area
Peak
Flow by
Rainfall
Return Period
or Reach
2 -Yr
10 -Yr
100 -Yr
1 -Yr
Identifier
----------------------------------------------------------------------------------
(cfs)
(cfs)
(cfs)
(cfs)
SUBAREAS
DA -21
7.91
34.27
98.96
2.81
DA -22
0.88
6.95
25.50
0.18
DA -23
2.55
9.03
23.90
1.09
DA -24
8.78
53.54
178.94
1.89
REACHES
OUTLET 19.49 102.54 324.81 5.43
WinTR-55, Version 1.00.10 Page 1 9/27/2018 9:46:36 AM

Klocke
Duke
Robeson NOAA County, North Carolina
Hydrograph Peak/Peak Time Table
Sub -Area Peak Flow and Peak Time (hr) by Rainfall Return Period
or Reach 2 -Yr 10 -Yr 100 -Yr 1 -Yr
Identifier (cfs) (cfs) (cfs) (cfs)
(hr) (hr) (hr) (hr)
----------------------------------------------------------------------------------
SUBAREAS
DA -21 7.91 34.27 98.96 2.81
12.42 12.31 12.29 12.53
DA -22 0.88 6.95 25.50 0.18
12.61 12.42 12.33 13.99
DA -23 2.55 9.03 23.90 1.09
12.46 12.37 12.35 12.54
DA -24 8.78 53.54 178.94 1.89
12.56 12.39 12.34 12.78
REACHES
OUTLET 19.49 102.54 324.81 5.43
WinTR-55, Version 1.00.10 Page 1 9/27/2018 9:46:36 AM

Klocke Duke
Robeson NOAA County, North Carolina
Sub -Area Summary Table
Sub -Area
Drainage
Time of
Curve
Receiving Sub -Area
Identifier
Area
Concentration
Number
Reach Description
--------------------------------------------------------------------------------
(ac)
(hr)
DA-21
38.25
0.379
56
Outlet
DA -22
13.62
0.438
50
Outlet
DA -23
9.00
0.467
59
Outlet
DA -24
86.90
0.441
52
Outlet
Total Area: 147.77 (ac)
WinTR-55, Version 1.00.10 Page 1 9/27/2018 9:46:36 AM

Klocke Duke
Robeson NOAA County, North Carolina
Sub -Area Time of Concentration Details
Sub -Area
Flow
Mannings's End Wetted
Travel
Identifier/
Length
Slope
n Area Perimeter
Velocity Time
--------------------------------------------------------------------------------
(ft)
(ft/ft)
(sq ft) (ft)
(ft/sec) (hr)
DA-21
SHEET
100
0.0092
0.150
0.208
SHALLOW
1200
0.0092
3.67
0.171
DA -22
SHEET 100 0.0056 0.150
SHALLOW 800 0.0056 3.67
DA -23
SHEET 100 0.0040 0.150
SHALLOW 650 0.0040 3.67
DA -24
SHEET 100 0.0080 0.150
SHALLOW 1150 0.0080 3.67
Time of Concentration .379
0.254
0.184
Time of Concentration .438
0.290
0.177
Time of Concentration .467
0.220
0.221
Time of Concentration .441
WinTR-55, Version 1.00.10 Page 1 9/27/2018 9:46:36 AM

Klocke Duke
Robeson NOAA County, North Carolina
Sub -Area Land Use and Curve Number Details
Sub -Area
Hydrologic
Sub -Area
Curve
Identifier Land Use
Soil
Area
Number
--------------------------------------------------------------------------------
Group
(ac)
DA-21
Open space; grass cover > 750
(good)
A
1.368
39
Woods - grass combination
(good)
A
3.752
32
Woods - grass combination
(good)
D
20.006
79
Woods
(good)
A
13.126
30
Total Area / Weighted Curve Number
38.25
56
DA -22
Open space; grass cover > 750
(good)
A
1.143
39
Open space; grass cover > 750
(good)
D
.313
80
Pasture, grassland or range
(good)
A
8.267
39
Pasture, grassland or range
(good)
D
3.512
80
Woods
(good)
A
.382
30
Total Area / Weighted Curve Number
13.62
50
DA -23
Open space; grass cover > 750
(good)
A
1.121
39
Open space; grass cover > 750
(good)
D
.855
80
Pasture, grassland or range
(good)
A
2.776
39
Pasture, grassland or range
(good)
D
1.956
80
Woods - grass combination
(good)
A
.114
32
Woods - grass combination
(good)
D
.439
79
Woods
(good)
A
.432
30
Woods
(good)
D
1.304
77
Total Area / Weighted Curve Number
9
59
DA -24
Open space; grass cover > 750
(good)
A
6.821
39
Open space; grass cover > 750
(good)
D
.199
80
Paved parking lots, roofs, driveways
A
.004
98
Pasture, grassland or range
(good)
A
21.698
39
Woods - grass combination
(good)
A
6.717
32
Woods - grass combination
(good)
D
32.527
79
Woods
(good)
A
18.53
30
Woods
(good)
D
.408
77
Total Area / Weighted Curve Number
86.9
52
WinTR-55, Version 1.00.10 Page 1 9/27/2018 9:46:36 AM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
Duke
no project subtitle provided
SUB -AREA:
DA -25 Outlet
DA -26 Outlet
STREAM REACH:
STORM ANALYSIS:
2 -Yr
10 -Yr
100 -Yr
1 -Yr
STRUCTURE RATING:
GLOBAL OUTPUT:
2 0.05
WinTR-20 Printed Page File
Beginning of Input Data List
0 0 0.05
.57394
52.
Rain Gage
1.016
.66414
53.
Flow ------------
4.207
3.67
Type
III
2
5.58
Type
III
2
8.87
Type
III
2
3.02
Type
III
2
YYYYN YYYYNN
End of Input Data List
Duke
no project subtitle provided
Name of printed page file:
TR20.out
STORM 2 -Yr
Area or
Drainage
Rain Gage
Runoff
------------
Peak
Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -25
0.574
0.301
13.03
25.69
44.76
Line
Start Time
------------
Flow
Values @ time
increment
of 0.064 hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.068
0.05
0.29
0.81
1.70
3.09
5.08
7.65
12.517
10.58
13.66
16.65
19.37
21.66
23.43
24.68
12.966
25.44
25.69
25.50
25.04
24.40
23.66
22.90
13.415
22.17
21.48
20.85
20.26
19.72
19.23
18.77
13.865
18.35
17.96
17.60
17.26
16.93
16.62
16.32
14.314
16.03
15.75
15.49
15.24
15.00
14.77
14.55
14.763
14.35
14.16
13.98
13.81
13.64
13.48
13.32
15.212
13.15
12.99
12.83
12.66
12.50
12.34
12.18
15.661
12.02
11.85
11.68
11.51
11.34
11.16
10.98
16.110
10.80
10.62
10.43
10.25
10.07
9.89
9.72
16.560
9.56
9.40
9.25
9.11
8.98
8.86
8.74
17.009
8.62
8.51
8.41
8.30
8.20
8.10
8.00
17.458
7.90
7.81
7.71
7.61
7.51
7.42
7.32
17.907
7.22
7.12
7.03
6.93
6.83
6.73
6.64
18.356
6.54
6.45
6.37
6.28
6.21
6.14
6.08
18.805
6.02
5.96
5.91
5.87
5.83
5.79
5.75
19.255
5.71
5.68
5.64
5.61
5.58
5.55
5.52
19.704
5.49
5.46
5.43
5.40
5.37
5.34
5.31
20.153
5.28
5.25
5.22
5.20
5.17
5.14
5.11
20.602
5.09
5.06
5.04
5.01
4.99
4.96
4.94
WinTR-55, Version 1.00.10 Page 1 10/1/2018 4:58:29 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -25 Outlet
DA -26 Outlet
21.051 4.92 4.89
21.501 4.76 4.74
21.950 4.60 4.58
22.399 4.44 4.41
22.848 4.27 4.25
23.297 4.10 4.07
23.746 3.92 3.90
24.196 3.66 3.55
24.645 2.14 1.87
25.094 0.70 0.60
25.543 0.22 0.19
25.992 0.07 0.06
Area or Drainage Rain Gage
Reach Area ID or
Identifier (sq mi) Location
DA -26 0.664
Beginning of Input Data List
0
0
0.05
Start Time
(continued)
Flow
STORM 2 -Yr
increment
of 0.266
hr ------------
.57394
52.
1.016
(cfs)
(cfs)
.66414
53.
4.207
(cfs)
12.246
4.87
4.85
4.83
4.80
4.78
4.71
4.69
4.67
4.64
4.62
4.55
4.53
4.51
4.48
4.46
4.39
4.37
4.34
4.32
4.29
4.22
4.20
4.17
4.15
4.12
4.05
4.02
4.00
3.97
3.95
3.87
3.85
3.82
3.79
3.73
3.40
3.20
2.96
2.70
2.42
1.61
1.38
1.17
0.98
0.83
0.51
0.43
0.37
0.31
0.26
0.16
0.13
0.11
0.10
0.08
Runoff
------------
Peak Flow
------------
3.96
Amount
Elevation
Time
Rate
Rate
(in)
(ft)
(hr)
(cfs)
(csm)
0.334
28.985
15.97
18.13
27.29
WinTR-20 Version 1.10 Page 1 10/01/2018 16:58
Duke
no project subtitle provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.266
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.246
0.13
0.55
1.27
2.33
3.85
5.85
8.11
14.106
10.34
12.39
14.13
15.61
16.71
17.47
17.96
15.966
18.13
17.93
17.52
17.06
16.55
16.01
15.44
17.826
14.87
14.26
13.64
13.04
12.45
11.88
11.32
19.686
10.80
10.30
9.84
9.42
9.03
8.67
8.34
21.545
8.04
7.76
7.51
7.27
7.06
6.85
6.66
23.405
6.48
6.31
6.15
5.98
5.80
5.59
5.36
25.265
5.07
4.74
4.37
3.96
3.55
3.13
2.73
27.125
2.36
2.02
1.71
1.44
1.22
1.03
0.87
28.985
0.74
0.63
0.53
0.45
0.38
0.32
0.27
30.845
0.23
0.19
0.16
0.14
0.12
0.10
0.08
32.705
0.07
0.06
Area or
Drainage
Rain Gage
Runoff
------------
Peak Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
OUTLET
1.238
0.319
15.40
30.05
24.27
Line
Start Time
------------
Flow
Values @ time
increment
of 0.064
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.068
0.10
0.36
0.92
1.86
3.34
5.44
8.10
12.517
11.14
14.39
17.56
20.45
22.92
24.94
26.45
12.966
27.46
27.97
28.13
28.03
27.76
27.38
27.06
WinTR-55, Version 1.00.10 Page 2 10/1/2018 4:58:29 PM

WinTR-20 Printed Page File Beginning of Input Data List
TR20.inp
WinTR-20: Version 1.10 0 0 0.05
(continued)
no project subtitle provided
WinTR-55, Version 1.00.10 Page 3 10/1/2018 4:58:29 PM
STORM 2 -Yr
SUB -AREA:
DA -25
Outlet
.57394 52.
1.016
DA -26
Outlet
.66414 53.
4.207
13.415
26.82
26.61
26.46
26.39
26.40
26.45
26.54
13.865
26.66
26.81
26.99
27.19
27.39
27.58
27.77
14.314
27.98
28.18
28.34
28.51
28.69
28.88
29.03
14.763
29.18
29.35
29.53
29.64
29.74
29.84
29.94
15.212
29.99
30.01
30.03
30.05
30.04
29.99
29.95
15.661
29.90
29.83
29.70
29.57
29.43
29.28
29.05
16.110
28.82
28.59
28.35
28.07
27.79
27.51
27.24
16.560
26.97
26.70
26.44
26.19
25.94
25.69
25.45
17.009
25.22
24.98
24.74
24.50
24.27
24.03
23.80
17.458
23.56
23.33
23.10
22.86
22.62
22.39
22.15
17.907
21.90
21.66
21.41
21.17
20.92
20.68
20.43
18.356
20.19
19.95
19.72
19.49
19.27
19.06
18.85
18.805
18.65
18.46
18.27
18.08
17.90
17.72
17.55
19.255
17.38
17.21
17.04
16.88
16.72
16.56
16.40
19.704
16.25
16.10
15.95
15.80
15.65
15.51
15.37
20.153
15.23
15.09
14.96
14.83
14.70
14.57
14.45
20.602
14.33
14.21
14.09
13.97
13.86
13.75
13.64
21.051
13.54
13.43
13.33
13.23
13.13
13.04
12.94
21.501
12.84
12.75
12.66
12.57
12.48
12.39
12.31
21.950
12.23
12.14
12.06
11.98
11.90
11.82
11.74
22.399
11.66
11.59
11.51
11.44
11.36
11.29
11.22
22.848
11.14
11.07
11.00
10.93
10.86
10.79
10.72
23.297
10.66
10.59
10.52
10.45
10.39
10.32
10.26
23.746
10.19
10.13
10.06
10.00
9.93
9.85
9.76
24.196
9.64
9.49
9.30
9.06
8.77
8.46
8.13
WinTR-20 Version
1.10
Page
2
10/01/2018
16:58
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no project subtitle
provided
Line
Start Time ------------
Flow
Values @
time increment
of 0.064
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
24.645
7.80
7.48
7.17
6.88
6.61
6.37
6.15
25.094
5.96
5.78
5.63
5.48
5.33
5.20
5.07
25.543
4.95
4.82
4.70
4.59
4.47
4.36
4.25
25.992
4.14
4.03
3.92
3.77
3.67
3.57
3.47
26.442
3.37
3.27
3.17
3.07
2.98
2.88
2.78
26.891
2.69
2.60
2.51
2.42
2.33
2.25
2.17
27.340
2.08
2.00
1.93
1.85
1.78
1.71
1.64
27.789
1.58
1.51
1.45
1.39
1.34
1.28
1.23
28.238
1.18
1.14
1.09
1.05
1.01
0.97
0.93
28.687
0.89
0.86
0.83
0.79
0.76
0.73
0.70
29.137
0.68
0.65
0.62
0.60
0.58
0.55
0.53
29.586
0.51
0.49
0.47
0.45
0.43
0.42
0.40
30.035
0.38
0.37
0.36
0.34
0.33
0.31
0.30
30.484
0.29
0.28
0.27
0.26
0.25
0.24
0.23
30.933
0.22
0.21
0.20
0.19
0.18
0.18
0.17
31.382
0.16
0.16
0.15
0.14
0.14
0.13
0.13
31.832
0.12
0.12
0.11
0.11
0.10
0.10
0.09
32.281
0.09
0.09
0.08
0.08
0.08
0.07
0.07
32.730
0.07
0.06
0.06
0.06
0.06
0.05
0.05
STORM 10 -Yr
WinTR-55, Version 1.00.10 Page 3 10/1/2018 4:58:29 PM

WinTR-20 Printed Page File Beginning of Input Data List
TR20.inp
WinTR-20: Version 1.10 0 0 0.05
(continued)
no project subtitle provided
STORM 10 -Yr
SUB -AREA:
DA -25 Outlet
.57394 52.
1.016
DA -26 Outlet
.66414 53.
4.207
Area or
Drainage
Rain Gage
Runoff
------------
Peak
Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -25
0.574
1.075
12.82
149.44
260.37
Line
Start Time
------------
Flow
Values @ time increment
of 0.064 hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
11.794
0.11
0.40
1.16
2.97
6.64
12.94
22.26
12.243
34.79
50.55
68.66
87.50
105.28
120.80
133.34
12.693
142.35
147.73
149.44
147.96
143.66
137.22
129.69
13.142
121.97
114.39
107.15
100.42
94.28
88.72
83.74
13.591
79.33
75.37
71.80
68.60
65.73
63.14
60.81
14.040
58.71
56.77
54.99
53.33
51.78
50.34
49.00
14.489
47.74
46.58
45.50
44.51
43.58
42.71
41.89
14.939
41.11
40.36
39.64
38.93
38.25
37.61
36.98
15.388
36.38
35.79
35.22
34.65
34.08
33.52
32.95
15.837
32.38
31.82
31.25
30.67
30.10
29.52
28.95
16.286
28.38
27.82
27.28
26.75
26.24
25.76
25.31
16.735
24.88
24.47
24.08
23.71
23.36
23.03
22.70
17.184
22.39
22.08
21.78
21.48
21.19
20.90
20.61
17.634
20.33
20.04
19.76
19.48
19.20
18.92
18.64
18.083
18.36
18.08
17.80
17.53
17.26
17.00
16.76
18.532
16.53
16.31
16.11
15.92
15.75
15.59
15.45
18.981
15.31
15.19
15.07
14.95
14.85
14.74
14.64
19.430
14.55
14.45
14.36
14.27
14.18
14.10
14.01
19.880
13.92
13.84
13.75
13.67
13.59
13.50
13.42
WinTR-20 Version 1.10
Page
3
10/01/2018
16:58
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no project subtitle provided
Line
Start Time
------------
Flow
Values @ time increment
of 0.064 hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
20.329
13.34
13.26
13.18
13.10
13.02
12.95
12.88
20.778
12.81
12.74
12.67
12.60
12.53
12.46
12.40
21.227
12.33
12.27
12.21
12.14
12.08
12.01
11.95
21.676
11.89
11.82
11.76
11.69
11.63
11.57
11.50
22.125
11.44
11.38
11.31
11.25
11.18
11.12
11.05
22.575
10.99
10.92
10.86
10.79
10.73
10.66
10.60
23.024
10.53
10.46
10.40
10.33
10.27
10.20
10.13
23.473
10.06
10.00
9.93
9.86
9.80
9.73
9.66
23.922
9.59
9.53
9.44
9.32
9.14
8.89
8.54
24.371
8.08
7.51
6.87
6.19
5.50
4.81
4.17
24.820
3.57
3.03
2.55
2.15
1.83
1.55
1.32
25.270
1.12
0.95
0.80
0.68
0.58
0.49
0.41
25.719
0.35
0.29
0.25
0.21
0.18
0.15
0.12
26.168
0.10
0.09
0.07
0.06
Area or
Drainage
Rain Gage
Runoff
------------
Peak
Flow------------
WinTR-55, Version 1.00.10
Page
4
10/1/2018
4:58:29 PM

WinTR-20 Printed Page
File
Beginning
of Input Data List
TR20.inp
WinTR-20: Version 1.10
0
0
0.05
(continued)
no project
subtitle provided
STORM 10 -Yr
SUB -AREA:
DA -25 Outlet
.57394
52.
1.016
DA -26 Outlet
.66414
53.
4.207
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -26
0.664
1.143
15.33
74.42
112.05
Line
Start Time
------------
Flow
Values @ time
increment
of 0.266 hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
11.880
0.10
1.11
3.75
7.97
13.96
22.18
32.49
13.740
43.29
53.12
61.21
67.24
71.58
73.80
74.42
15.600
73.78
71.72
68.18
64.16
60.48
57.06
53.82
17.460
50.79
47.92
45.08
42.36
39.84
37.47
35.24
19.320
33.15
31.22
29.42
27.78
26.30
24.95
23.72
21.180
22.62
21.61
20.70
19.86
19.11
18.42
17.78
23.039
17.19
16.65
16.14
15.65
15.17
14.66
14.11
24.899
13.49
12.79
11.99
11.08
10.10
9.08
8.06
26.759
7.06
6.12
5.25
4.46
3.77
3.17
2.68
28.619
2.27
1.93
1.64
1.39
1.17
0.99
0.84
30.479
0.71
0.60
0.51
0.43
0.36
0.30
0.25
32.339
0.21
0.18
0.15
0.12
0.10
0.08
0.07
34.199
0.06
Area or
Drainage
Rain Gage
Runoff
------------
Peak
Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
OUTLET
1.238
1.112
12.82
160.66
129.76
Line
Start Time
------------
Flow
Values @ time
increment
of 0.064 hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
11.794
0.17
0.49
1.42
3.48
7.39
13.93
23.70
12.243
36.87
53.27
72.02
91.64
110.44
126.98
140.54
WinTR-20 Version 1.10
Page
4
10/01/2018
16:58
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no project subtitle
provided
Line
Start Time
------------
Flow
Values @ time
increment
of 0.064 hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.693
150.68
157.50
160.66
160.63
157.83
153.37
147.82
13.142
142.08
136.50
131.72
127.49
123.83
120.76
118.38
13.591
116.57
115.22
114.26
113.51
113.01
112.80
112.84
14.040
112.88
112.90
113.07
113.36
113.57
113.59
113.70
14.489
113.91
114.09
114.06
114.11
114.23
114.35
114.07
14.939
113.83
113.62
113.43
112.88
112.35
111.85
111.38
15.388
110.67
109.93
109.20
108.48
107.52
106.45
105.39
15.837
104.32
103.06
101.63
100.21
98.78
97.30
95.76
16.286
94.21
92.68
91.19
89.78
88.38
87.01
85.68
16.735
84.42
83.19
81.98
80.78
79.65
78.53
77.42
17.184
76.32
75.27
74.24
73.21
72.19
71.20
70.22
WinTR-55, Version 1.00.10 Page 5 10/1/2018 4:58:29 PM

WinTR-20 Printed Page
File
Beginning
of Input Data
List
TR20.inp
WinTR-20: Version 1.10
0
0
0.05
(continued)
no project
subtitle provided
STORM 10 -Yr
SUB -AREA:
DA -25 Outlet
.57394
52.
1.016
DA -26 Outlet
.66414
53.
4.207
17.634
69.24
68.26
67.29
66.32
65.35
64.39
63.43
18.083
62.50
61.56
60.63
59.71
58.84
57.97
57.12
18.532
56.29
55.49
54.72
53.96
53.22
52.52
51.83
18.981
51.16
50.50
49.87
49.25
48.64
48.03
47.45
19.430
46.89
46.33
45.77
45.23
44.71
44.19
43.67
19.880
43.17
42.69
42.21
41.73
41.26
40.82
40.38
20.329
39.94
39.50
39.10
38.69
38.29
37.89
37.52
20.778
37.16
36.79
36.43
36.09
35.75
35.42
35.09
21.227
34.77
34.47
34.16
33.85
33.56
33.27
32.99
21.676
32.70
32.43
32.16
31.90
31.63
31.37
31.13
22.125
30.88
30.64
30.40
30.16
29.93
29.70
29.47
22.575
29.25
29.03
28.81
28.59
28.38
28.17
27.96
23.024
27.76
27.56
27.36
27.16
26.97
26.77
26.58
23.473
26.39
26.20
26.01
25.83
25.64
25.46
25.27
23.922
25.09
24.90
24.70
24.46
24.16
23.79
23.32
24.371
22.74
22.03
21.26
20.44
19.62
18.79
17.99
24.820
17.25
16.56
15.91
15.35
14.85
14.40
13.98
25.270
13.59
13.23
12.89
12.56
12.24
11.93
11.64
25.719
11.35
11.06
10.78
10.50
10.23
9.95
9.68
26.168
9.42
9.15
8.89
8.63
8.37
8.08
7.84
26.617
7.59
7.35
7.11
6.88
6.65
6.43
6.20
27.066
5.98
5.77
5.56
5.35
5.15
4.96
4.77
27.516
4.58
4.40
4.23
4.06
3.90
3.73
3.59
27.965
3.45
3.30
3.16
3.04
2.93
2.81
2.69
28.414
2.59
2.49
2.39
2.29
2.21
2.12
2.04
28.863
1.96
1.88
1.81
1.74
1.67
1.60
1.54
29.312
1.48
1.42
1.37
1.32
1.26
1.21
1.16
29.761
1.12
1.08
1.03
0.99
0.95
0.91
0.88
30.211
0.84
0.81
0.78
0.75
0.72
0.69
0.66
30.660
0.63
0.61
0.58
0.56
0.54
0.52
0.50
31.109
0.48
0.46
0.44
0.42
0.40
0.39
0.37
31.558
0.36
0.34
0.33
0.31
0.30
0.29
0.28
32.007
0.27
0.25
0.24
0.23
0.22
0.21
0.21
32.457
0.20
0.19
0.18
0.17
0.17
0.16
0.15
32.906
0.14
0.14
0.13
0.13
0.12
0.12
0.11
33.355
0.11
0.10
0.10
0.09
0.09
0.08
0.08
33.804
0.08
0.07
0.07
0.07
0.06
0.06
0.06
34.253
0.05
0.05
STORM 100 -Yr
WinTR-20 Version 1.10
Page
5
10/01/2018
16:58
Duke
no project subtitle
provided
Area or
Drainage
Rain Gage
Runoff
------------
Peak
Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -25
0.574
3.035
12.73
500.00
871.17
Line
Start Time
------------
Flow
Values @ time
increment
of 0.064 hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
WinTR-55, Version 1.00.10
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6
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4:58:29 PM

WinTR-20 Printed Page
File
Beginning
of Input Data List
Duke
TR20.inp
no project subtitle
provided
Line
WinTR-20: Version 1.10
0
0
0.05
of 0.266 hr ------------
(hr) (cfs)
(cfs) (cfs)
(cfs)
(cfs) (cfs) (cfs)
11.009 0.18
0.47 1.10
2.61
(continued)
no project
subtitle provided
STORM 100 -Yr
SUB -AREA:
DA -25 Outlet
.57394 52.
1.016
DA -26 Outlet
.66414 53.
4.207
10.615
0.09
0.18
0.34
0.59
0.94
1.42
2.03
11.064
2.78
3.67
4.73
5.96
7.39
9.02
10.89
11.513
13.03
15.54
18.58
22.40
27.40
34.15
43.35
11.963
56.68
76.35
104.01
140.16
184.57
236.90
294.02
12.412
350.98
402.14
443.78
474.55
493.07
500.00
495.70
12.861
482.18
460.56
433.17
403.34
373.79
345.79
319.62
13.310
295.67
273.96
254.49
237.17
221.88
208.33
196.22
13.759
185.47
175.85
167.30
159.64
152.79
146.59
140.95
14.209
135.77
131.01
126.60
122.53
118.78
115.31
112.12
14.658
109.17
106.46
103.93
101.55
99.30
97.16
95.11
15.107
93.15
91.28
89.51
87.85
86.26
84.71
83.21
15.556
81.74
80.30
78.86
77.44
76.02
74.60
73.18
16.005
71.76
70.34
68.93
67.52
66.13
64.76
63.42
16.454
62.12
60.88
59.69
58.57
57.50
56.50
55.54
16.904
54.64
53.78
52.95
52.16
51.39
50.64
49.91
17.353
49.20
48.49
47.79
47.11
46.43
45.75
45.08
17.802
44.41
43.75
43.09
42.43
41.77
41.11
40.46
18.251
39.81
39.18
38.57
37.99
37.44
36.92
36.43
18.700
35.98
35.57
35.18
34.83
34.50
34.20
33.91
19.150
33.64
33.38
33.13
32.89
32.66
32.43
32.21
19.599
31.99
31.78
31.57
31.36
31.16
30.96
30.76
20.048
30.56
30.36
30.16
29.96
29.77
29.58
29.39
20.497
29.21
29.03
28.85
28.68
28.51
28.34
28.18
20.946
28.01
27.85
27.70
27.54
27.39
27.24
27.09
21.395
26.94
26.79
26.64
26.49
26.34
26.19
26.04
21.845
25.89
25.74
25.59
25.45
25.30
25.15
25.00
22.294
24.85
24.70
24.56
24.41
24.25
24.10
23.95
22.743
23.80
23.65
23.50
23.35
23.20
23.05
22.90
23.192
22.75
22.60
22.45
22.30
22.14
21.99
21.84
23.641
21.68
21.53
21.38
21.23
21.08
20.92
20.75
24.090
20.52
20.17
19.68
19.00
18.08
16.92
15.57
24.540
14.10
12.59
11.09
9.64
8.29
7.06
5.96
24.989
5.03
4.25
3.61
3.07
2.61
2.21
1.88
25.438
1.59
1.35
1.14
0.96
0.81
0.69
0.58
25.887
0.49
0.41
0.35
0.29
0.24
0.20
0.17
26.336
0.14
0.11
0.09
0.07
0.06
Area or
Drainage
Rain Gage
Runoff
------------
Peak
Flow ------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -26
0.664
3.154
14.99
228.22
343.64
WinTR-20 Version 1.10
Page 6
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provided
Line
Start Time ------------
Flow Values @ time
increment
of 0.266 hr ------------
(hr) (cfs)
(cfs) (cfs)
(cfs)
(cfs) (cfs) (cfs)
11.009 0.18
0.47 1.10
2.61
7.33 17.40 32.79
WinTR-55, Version 1.00.10 Page 7 10/1/2018 4:58:29 PM

WinTR-20 Printed Page File Beginning of Input Data List
TR20.inp
WinTR-20: Version 1.10 0 0 0.05
(continued)
no project subtitle provided
STORM 100 -Yr
SUB -AREA:
DA -25 Outlet .57394 52. 1.016
DA -26 Outlet .66414 53. 4.207
12.869 53.74 81.05 113.83 147.30 176.71 199.69 215.49
14.729 225.16 228.22 226.01 219.92 209.81 195.89 180.92
16.589 167.45 155.45 144.50 134.57 125.38 116.60 108.36
18.449 100.85 93.93 87.52 81.61 76.21 71.24 66.75
20.309 62.72 59.08 55.81 52.88 50.21 47.81 45.64
22.169 43.69 41.92 40.27 38.79 37.44 36.16 34.95
24.029 33.77 32.58 31.31 29.91 28.35 26.63 24.70
25.889 22.58 20.35 18.11 15.92 13.82 11.88 10.12
27.749 8.55 7.20 6.08 5.15 4.37 3.71 3.14
29.609 2.66 2.25 1.90 1.61 1.36 1.15 0.97
31.469 0.81 0.68 0.57 0.48 0.40 0.34 0.28
33.329 0.23 0.19 0.16 0.13 0.10 0.08 0.06
Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------
Reach Area ID or Amount Elevation Time Rate Rate
Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm)
OUTLET 1.238 3.099 12.80 543.73 439.18
Line
Start Time ------------ Flow Values @ time increment of 0.064 hr ------------
(hr) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
10.615 0.09 0.18 0.34 0.63 1.03 1.55 2.20
11.064 3.01 3.98 5.11 6.42 7.97 9.75 11.77
11.513 14.07 16.85 20.26 24.45 29.81 37.26 47.59
11.963 62.07 82.87 112.05 150.63 197.47 252.23 311.98
12.412 372.66 427.54 472.90 507.40 530.99 542.97 543.73
12.861 535.27 520.05 499.26 476.02 453.06 432.63 414.37
13.310 398.33 384.54 373.08 363.85 356.64 351.17 346.71
13.759 343.06 340.54 339.09 338.06 336.76 336.11 336.02
14.209 336.11 335.16 334.56 334.31 334.33 333.20 332.34
14.658 331.73 331.36 329.75 328.11 326.60 325.19 322.94
15.107 320.44 318.04 315.74 312.98 309.91 306.90 303.92
15.556 300.53 296.65 292.77 288.90 284.74 279.96 275.18
16.005 270.40 265.57 260.54 255.52 250.51 245.54 240.95
16.454 236.40 231.90 227.47 223.41 219.45 215.54 211.69
16.904 208.08 204.58 201.11 197.67 194.41 191.26 188.13
17.353 185.01 181.99 179.08 176.18 173.28 170.42 167.63
17.802 164.84 162.05 159.30 156.64 154.00 151.35 148.72
18.251 146.26 143.82 141.39 139.00 136.76 134.57 132.41
18.700 130.29 128.30 126.37 124.47 122.59 120.81 119.10
19.150 117.40 115.71 114.09 112.55 111.01 109.48 108.00
19.599 106.58 105.16 103.75 102.37 101.08 99.80 98.51
20.048 97.24 96.06 94.89 93.73 92.56 91.48 90.42
20.497 89.35 88.29 87.31 86.35 85.38 84.43 83.53
20.946 82.66 81.79 80.92 80.09 79.30 78.50 77.71
21.395 76.94 76.21 75.48 74.75 74.03 73.36 72.68
21.845 72.01 71.34 70.72 70.10 69.48 68.87 68.29
22.294 67.71 67.13 66.56 66.00 65.45 64.91 64.36
WinTR-20 Version 1.10 Page 7 10/01/2018 16:58
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WinTR-20 Printed Page
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List
TR20.inp
WinTR-20: Version 1.10
0
0
0.05
(continued)
no project
subtitle provided
STORM 100 -Yr
SUB -AREA:
DA -25 Outlet
.57394 52.
1.016
DA -26 Outlet
.66414 53.
4.207
Line
Start Time
------------
Flow
Values @ time
increment
of 0.064
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
22.743
63.84
63.33
62.82
62.32
61.82
61.35
60.87
23.192
60.39
59.92
59.46
59.00
58.54
58.08
57.63
23.641
57.19
56.74
56.30
55.87
55.43
54.99
54.54
24.090
54.01
53.38
52.60
51.64
50.41
48.94
47.28
24.540
45.51
43.67
41.83
40.04
38.36
36.77
35.29
24.989
33.98
32.83
31.80
30.84
29.96
29.15
28.38
25.438
27.63
26.92
26.25
25.60
24.94
24.30
23.68
25.887
23.08
22.47
21.86
21.27
20.69
20.10
19.53
26.336
18.96
18.39
17.83
17.29
16.74
16.20
15.64
26.786
15.13
14.62
14.12
13.62
13.16
12.69
12.22
27.235
11.77
11.34
10.92
10.49
10.07
9.69
9.31
27.684
8.93
8.55
8.23
7.90
7.57
7.25
6.97
28.133
6.70
6.43
6.16
5.92
5.70
5.47
5.25
28.582
5.04
4.86
4.67
4.48
4.30
4.14
3.98
29.031
3.82
3.67
3.53
3.39
3.26
3.13
3.01
29.481
2.89
2.78
2.66
2.56
2.46
2.36
2.26
29.930
2.18
2.09
2.01
1.92
1.85
1.78
1.71
30.379
1.64
1.57
1.51
1.45
1.39
1.33
1.28
30.828
1.23
1.18
1.13
1.09
1.05
1.00
0.96
31.277
0.92
0.89
0.85
0.81
0.78
0.75
0.72
31.727
0.69
0.66
0.63
0.61
0.58
0.56
0.54
32.176
0.51
0.49
0.47
0.45
0.43
0.41
0.40
32.625
0.38
0.36
0.35
0.33
0.32
0.31
0.29
33.074
0.28
0.27
0.25
0.24
0.23
0.22
0.21
33.523
0.20
0.19
0.18
0.17
0.17
0.16
0.15
33.972
0.14
0.14
0.13
0.12
0.12
0.11
0.11
34.422
0.10
0.09
0.09
0.08
0.08
0.08
0.07
34.871
0.07
0.06
0.06
0.06
0.05
STORM 1 -Yr
Area or
Drainage
Rain Gage
Runoff
------------
Peak Flow
------------
Reach
Area
ID or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -25
0.574
0.132
13.96
7.02
12.23
Line
Start Time
------------
Flow
Values @ time
increment
of 0.064
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.356
0.14
0.31
0.58
0.97
1.48
2.09
2.76
12.806
3.43
4.08
4.68
5.20
5.66
6.04
6.33
13.255
6.54
6.69
6.78
6.85
6.90
6.94
6.97
13.704
6.99
7.01
7.02
7.02
7.02
7.02
7.01
14.153
6.99
6.96
6.93
6.90
6.86
6.82
6.78
14.602
6.74
6.70
6.66
6.63
6.59
6.55
6.52
15.052
6.48
6.44
6.40
6.36
6.31
6.27
6.22
15.501
6.16
6.11
6.05
5.99
5.93
5.86
5.79
15.950
5.72
5.65
5.57
5.50
5.42
5.33
5.25
16.399
5.17
5.10
5.02
4.95
4.88
4.81
4.75
WinTR-55, Version 1.00.10 Page 9 10/1/2018 4:58:29 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
Beginning of Input Data List
0 0 0.05
(continued)
STORM 1 -Yr
SUB -AREA:
DA -25 Outlet .57394 52. 1.016
DA -26 Outlet .66414 53. 4.207
WinTR-20 Version 1.10 Page 8 10/01/2018 16:58
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Line
Start Time
------------
Flow
Values @ time
increment
of 0.064 hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
16.848
4.69
4.64
4.59
4.54
4.49
4.44
4.39
17.297
4.34
4.30
4.25
4.21
4.16
4.11
4.07
17.747
4.02
3.97
3.93
3.88
3.83
3.78
3.73
18.196
3.68
3.63
3.59
3.54
3.50
3.45
3.41
18.645
3.38
3.35
3.32
3.29
3.26
3.24
3.22
19.094
3.20
3.18
3.16
3.14
3.13
3.11
3.10
19.543
3.08
3.07
3.05
3.04
3.03
3.01
3.00
19.993
2.98
2.97
2.95
2.94
2.93
2.91
2.90
20.442
2.89
2.87
2.86
2.85
2.83
2.82
2.81
20.891
2.80
2.79
2.77
2.76
2.75
2.74
2.73
21.340
2.72
2.71
2.70
2.69
2.67
2.66
2.65
21.789
2.64
2.63
2.62
2.61
2.59
2.58
2.57
22.238
2.56
2.55
2.53
2.52
2.51
2.50
2.49
22.688
2.47
2.46
2.45
2.43
2.42
2.41
2.40
23.137
2.38
2.37
2.36
2.34
2.33
2.32
2.30
23.586
2.29
2.28
2.26
2.25
2.24
2.22
2.21
24.035
2.19
2.17
2.13
2.08
2.00
1.90
1.78
24.484
1.63
1.48
1.32
1.16
1.00
0.86
0.73
24.933
0.62
0.52
0.44
0.38
0.32
0.27
0.23
25.383
0.20
0.17
0.14
0.12
0.10
0.08
0.07
25.832
0.06
0.05
Area or
Drainage
Rain
Gage
Runoff
------------
Peak
Flow ------------
Reach
Area
ID
or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
DA -26
0.664
0.153
16.89
7.38
11.11
Line
Start Time
------------
Flow
Values @ time
increment
of 0.266 hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.639
0.13
0.32
0.61
1.04
1.63
2.34
3.11
14.499
3.88
4.61
5.30
5.89
6.40
6.81
7.11
16.359
7.29
7.37
7.38
7.34
7.25
7.12
6.97
18.219
6.79
6.59
6.38
6.17
5.95
5.73
5.52
20.079
5.32
5.13
4.95
4.78
4.63
4.49
4.35
21.939
4.23
4.12
4.01
3.92
3.82
3.73
3.65
23.799
3.56
3.48
3.39
3.29
3.17
3.03
2.86
25.659
2.66
2.44
2.20
1.96
1.72
1.49
1.28
27.519
1.09
0.92
0.78
0.66
0.56
0.47
0.40
29.379
0.34
0.29
0.24
0.21
0.17
0.15
0.12
31.238
0.10
0.09
0.07
0.06
0.05
Area or
Drainage
Rain
Gage
Runoff
------------
Peak
Flow ------------
Reach
Area
ID
or
Amount
Elevation
Time
Rate
Rate
Identifier
(sq mi)
Location
(in)
(ft)
(hr)
(cfs)
(csm)
WinTR-55, Version 1.00.10
Page
10
10/1/2018
4:58:29 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -25 Outlet
DA -26 Outlet
OUTLET 1.238
WinTR-20 Version 1.10
Beginning of Input Data List
0 0 0.05
STORM 1 -Yr
.57394 52. 1.016
.66414 53. 4.207
0.144
Page 9
Duke
no project subtitle provided
(continued)
15.95 12.67 10.24
10/01/2018 16:58
Line
Start Time
------------
Flow
Values @ time
increment
of 0.064
hr ------------
(hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
12.356
0.14
0.33
0.63
1.05
1.60
2.25
2.96
12.806
3.68
4.37
5.03
5.63
6.15
6.60
6.98
13.255
7.29
7.54
7.74
7.91
8.11
8.29
8.46
13.704
8.63
8.82
9.00
9.17
9.34
9.52
9.70
14.153
9.86
10.03
10.18
10.33
10.48
10.63
10.77
14.602
10.90
11.04
11.18
11.32
11.44
11.57
11.70
15.052
11.82
11.93
12.03
12.14
12.23
12.30
12.38
15.501
12.45
12.51
12.55
12.59
12.63
12.66
12.67
15.950
12.67
12.67
12.67
12.64
12.60
12.57
12.53
16.399
12.48
12.42
12.36
12.31
12.25
12.19
12.13
16.848
12.07
12.02
11.95
11.89
11.83
11.77
11.70
17.297
11.63
11.57
11.50
11.42
11.35
11.27
11.19
17.747
11.11
11.03
10.94
10.86
10.77
10.67
10.58
18.196
10.49
10.39
10.30
10.20
10.11
10.02
9.93
18.645
9.84
9.76
9.68
9.60
9.52
9.45
9.37
19.094
9.30
9.23
9.16
9.09
9.02
8.95
8.88
19.543
8.82
8.75
8.68
8.62
8.56
8.49
8.43
19.993
8.37
8.30
8.24
8.18
8.12
8.06
8.01
20.442
7.95
7.89
7.84
7.78
7.73
7.68
7.62
20.891
7.57
7.52
7.48
7.43
7.38
7.33
7.29
21.340
7.24
7.20
7.15
7.11
7.07
7.02
6.98
21.789
6.94
6.90
6.86
6.82
6.78
6.74
6.70
22.238
6.67
6.63
6.59
6.55
6.52
6.48
6.44
22.688
6.41
6.37
6.33
6.30
6.26
6.23
6.19
23.137
6.16
6.13
6.09
6.06
6.02
5.99
5.95
23.586
5.92
5.89
5.85
5.82
5.79
5.75
5.72
24.035
5.68
5.64
5.58
5.51
5.41
5.29
5.14
24.484
4.97
4.79
4.60
4.41
4.23
4.06
3.90
24.933
3.76
3.62
3.51
3.41
3.31
3.22
3.14
25.383
3.06
2.99
2.91
2.84
2.78
2.71
2.64
25.832
2.57
2.51
2.45
2.35
2.29
2.23
2.17
26.281
2.12
2.06
2.00
1.94
1.88
1.83
1.77
26.730
1.71
1.66
1.60
1.55
1.49
1.44
1.39
27.179
1.34
1.29
1.24
1.20
1.15
1.11
1.06
27.629
1.02
0.98
0.94
0.90
0.87
0.83
0.80
28.078
0.76
0.74
0.71
0.68
0.65
0.63
0.60
28.527
0.58
0.55
0.53
0.51
0.49
0.47
0.46
28.976
0.44
0.42
0.40
0.39
0.37
0.36
0.34
29.425
0.33
0.32
0.31
0.29
0.28
0.27
0.26
29.874
0.25
0.24
0.23
0.22
0.21
0.20
0.20
30.324
0.19
0.18
0.17
0.17
0.16
0.15
0.15
30.773
0.14
0.14
0.13
0.13
0.12
0.12
0.11
WinTR-55, Version 1.00.10 Page 11 10/1/2018 4:58:29 PM

WinTR-20 Printed Page File
TR20.inp
WinTR-20: Version 1.10
no project subtitle provided
SUB -AREA:
DA -25 Outlet
DA -26 Outlet
31.222 0.11 0.10
31.671 0.08 0.08
32.120 0.06 0.06
Beginning of Input Data List
0 0 0.05
(continued)
STORM 1 -Yr
.57394 52. 1.016
.66414 53. 4.207
0.10 0.09 0.09 0.09 0.08
0.07 0.07 0.07 0.06 0.06
0.05 0.05 0.05
WinTR-20 Version 1.10
Page
10
10/01/2018 16:58
Duke
no project subtitle
provided
Area or
Drainage
-----------
Peak
Flow by Storm
-----------
Reach
Area
Alternate 2 -Yr
10 -Yr
100 -Yr
1 -Yr
Identifier
(sq mi)
(cfs)
(cfs)
(cfs)
(cfs) (cfs)
DA -25
0.574
25.69
149.44
500.00
7.02
DA -26
0.664
18.13
74.42
228.22
7.38
OUTLET
1.238
30.05
160.66
543.73
12.67
WinTR-55, Version 1.00.10 Page 12 10/1/2018 4:58:29 PM

WinTR-20 Printed Page File Beginning of Input Data List
TR20.inp
WinTR-20: Version 1.10 0 0 0.05
(continued)
no project subtitle provided
STORM 1 -Yr
SUB -AREA:
DA -25 Outlet .57394 52. 1.016
DA -26 Outlet .66414 53. 4.207
WinTR-20 Version 1.10 Page 11 10/01/2018 16:58
WinTR-55, Version 1.00.10 Page 13 10/1/2018 4:58:29 PM

WinTR-55 Current Data Description
--- Identification Data ---
User:
Klocke
Date: 10/1/2018
Project:
Duke
Units: English
SubTitle:
Areal Units: Acres
State:
North Carolina
County:
Robeson NOAA
Filename:
C:\Users\lee.klocke\Documents\Duke
DA -25 to DA -28.w55
--- Sub -Area Data ---
Name Description Reach Area(ac) RCN Tc
------------------------------------------------------------------------------
DA-25 Outlet 367.32 52 1.016
DA -26 Outlet 425.05 53 4.207
Total area: 792.37 (ac)
--- Storm Data --
Rainfall Depth by Rainfall Return Period
2 -Yr 5 -Yr 10 -Yr 25 -Yr 50 -Yr 100 -Yr 1 -Yr
(in) (in) (in) (in) (in) (in) (in)
--------------------------------------------------------------------------------
3.67 4.72 5.58 6.79 7.79 8.87 3.02
Storm Data Source: Robeson NOAA County, NC (NRCS)
Rainfall Distribution Type: Type III
Dimensionless Unit Hydrograph: <standard>
WinTR-55, Version 1.00.10 Page 1 10/1/2018 4:58:04 PM

Klocke Duke
Robeson NOAA County, North Carolina
Storm Data
Rainfall Depth by Rainfall Return Period
2 -Yr 5 -Yr 10 -Yr 25 -Yr 50 -Yr 100 -Yr 1 -Yr
(in) (in) (in) (in) (in) (in) (in)
--------------------------------------------------------------------------------
3.67 4.72 5.58 6.79 7.79 8.87 3.02
Storm Data Source: Robeson NOAA County, NC (NRCS)
Rainfall Distribution Type: Type III
Dimensionless Unit Hydrograph: <standard>
WinTR-55, Version 1.00.10 Page 1 10/1/2018 4:58:04 PM

Klocke Duke
Robeson NOAA County, North Carolina
Watershed Peak Table
Sub -Area
Peak Flow by
Rainfall
Return Period
or Reach
2 -Yr
10 -Yr
100 -Yr
1 -Yr
Identifier
----------------------------------------------------------------------------------
(cfs)
(cfs)
(cfs)
(cfs)
SUBAREAS
DA -25
25.69
149.44
500.00
7.02
DA -26
18.13
74.42
228.22
7.38
REACHES
OUTLET 30.05 160.66 543.73 12.67
WinTR-55, Version 1.00.10 Page 1 10/1/2018 4:58:04 PM

Klocke
Duke
Robeson NOAA County, North Carolina
Hydrograph Peak/Peak Time Table
Sub -Area Peak Flow and Peak Time (hr) by Rainfall Return Period
or Reach 2 -Yr 10 -Yr 100 -Yr 1 -Yr
Identifier (cfs) (cfs) (cfs) (cfs)
(hr) (hr) (hr) (hr)
----------------------------------------------------------------------------------
SUBAREAS
DA -25 25.69 149.44 500.00 7.02
13.03 12.82 12.73 13.96
DA -26 18.13 74.42 228.22 7.38
15.97 15.33 14.99 16.89
REACHES
OUTLET 30.05 160.66 543.73 12.67
WinTR-55, Version 1.00.10 Page 1 10/1/2018 4:58:04 PM

Klocke Duke
Robeson NOAA County, North Carolina
Sub -Area Summary Table
Sub -Area
Drainage
Time of
Curve
Receiving Sub -Area
Identifier
Area
Concentration
Number
Reach Description
--------------------------------------------------------------------------------
(ac)
(hr)
DA-25
367.32
1.016
52
Outlet
DA -26
425.05
4.207
53
Outlet
Total Area: 792.37 (ac)
WinTR-55, Version 1.00.10 Page 1 10/1/2018 4:58:04 PM

Klocke Duke
Robeson NOAA County, North Carolina
Sub -Area Time of Concentration Details
Sub -Area
Flow
Mannings's End Wetted
Travel
Identifier/
Length
Slope
n Area Perimeter
Velocity Time
--------------------------------------------------------------------------------
(ft)
(ft/ft)
(sq ft) (ft)
(ft/sec) (hr)
DA-25
SHEET
100
0.0042
0.150
0.285
SHALLOW
2750
0.0042
0.050
0.731
Time of Concentration 1.016
DA -26
SHEET 100 0.0010 0.150 0.505
SHALLOW 6800 0.0010 0.050 3.702
Time of Concentration 4.207
WinTR-55, Version 1.00.10 Page 1 10/1/2018 4:58:04 PM

Klocke Duke
Robeson NOAA County, North Carolina
Sub -Area Land Use and Curve Number Details
Sub -Area
Hydrologic
Sub -Area
Curve
Identifier Land Use
Soil
Area
Number
--------------------------------------------------------------------------------
Group
(ac)
DA-25 Open space; grass cover > 750
(good)
A
31.142
39
Open space; grass cover > 750
(good)
D
2.73
80
Paved parking lots, roofs, driveways
A
.003
98
Pasture, grassland or range
(good)
A
34.908
39
Pasture, grassland or range
(good)
D
3.769
80
Woods - grass combination
(good)
A
20.606
32
Woods - grass combination
(good)
D
121.206
79
Woods
(good)
A
124.605
30
Woods
(good)
D
28.35
77
Total Area / weighted Curve Number
367.32
52
DA -26 Open space; grass cover > 750
(good)
A
14.381
39
Open space; grass cover > 750
(good)
B
.126
61
Open space; grass cover > 750
(good)
D
9.178
80
Paved parking lots, roofs, driveways
A
.219
98
Paved parking lots, roofs, driveways
D
.667
98
Pasture, grassland or range
(good)
A
3.835
39
Pasture, grassland or range
(good)
B
.011
61
Pasture, grassland or range
(good)
D
.158
80
Woods - grass combination
(good)
A
10.892
32
Woods - grass combination
(good)
B
.457
58
Woods - grass combination
(good)
D
58.561
79
Woods
(good)
A
189.746
30
Woods
(good)
B
7.807
55
Woods
(good)
D
129.015
77
Total Area / weighted Curve Number
425.05
53
WinTR-55, Version 1.00.10 Page 1 10/1/2018 4:58:04 PM

Even
4 Hours
Eve
8 Hours
Ever
f 12 Hours
Eve 24 Hours
Gage Height
Discharge
Gage Height
Discharge
Gage Height
Discharge
Gage Height Discharge
Date and Time
(ft)
(ft'/s)
Date and Time
(ft)
(ft'/s)
Date and Time
(ft)
(ft'/s)
Date and Time (ft) (ft'/s)
09/10/2018 00:00 EDT
7.24
148
09/10/2018 00:00 EDT
7.24
148
09/10/2018 00:00 EDT
7.24
148
09/10/2018 00:00 EDT 7.24 148
09/10/2018 04:00 EDT
7.24
148
09/10/2018 08:00 EDT
7.22
146
09/10/2018 12:00 EDT
7.20
144
09/11/2018 00:00 EDT 7.19 142
09/10/2018 08:00 EDT
7.22
146
09/10/2018 16:00 EDT
7.18
141
09/11/2018 00:00 EDT
7.19
142
09/12/2018 00:00 EDT 7.22 146
09/10/2018 12:00 EDT
7.20
144
09/11/2018 00:00 EDT
7.19
142
09/11/2018 12:00 EDT
7.17
140
09/13/2018 00:00 EDT 7.14 137
09/10/2018 16:00 EDT
7.18
141
09/11/2018 08:00 EDT
7.17
140
09/12/2018 00:00 EDT
7.22
146
09/14/2018 00:00 EDT 7.42 168
09/10/2018 20:00 EDT
7.19
142
09/11/2018 16:00 EDT
7.15
1138
09/12/2018 12:00 EDT
7.17
140
09/15/2018 00:00 EDT 9.99 602
09/11/2018 00:00 EDT
7.19
142
09/12/2018 00:00 EDT
7.22
146
09/13/2018 00:00 EDT
7.14
137
09/16/2018 00:00 EDT 18.44 7,060
09/11/2018 04:00 EDT
7.19
142
09/12/2018 08:00 EDT
7.19
142
09/13/2018 12:00 EDT
7.19
142
09/17/2018 00:00 EDT 21.93 14,800
09/11/2018 08:00 EDT
7.17
140
09/12/2018 16:00 EDT
7.16
139
09/14/2018 00:00 EDT
7.42
168
09/18/2018 00:00 EDT 22.15 15,400
09/11/2018 12:00 EDT
7.17
140
09/13/2018 00:00 EDT
7.14
137
09/14/2018 12:00 EDT
7.71
203
09/19/2018 00:00 EDT 21.49 13,600
09/11/2018 16:00 EDT
7.15
138
09/13/2018 08:00 EDT
7.17
140
09/15/2018 00:00 EDT
9.99
602
09/20/2018 00:00 EDT 20.89 12,100
09/11/2018 20:00 EDT
7.19
142
09/13/2018 16:00 EDT
7.21
145
09/15/2018 12:00 EDT
13.36
1,700
09/21/2018 00:00 EDT 21.38 13,300
09/12/2018 00:00 EDT
7.22
146
09/14/2018 00:00 EDT
7.42
168
09/16/2018 00:00 EDT
118.44
7,060
09/22/2018 00:00 EDT 20.89 12,100
09/12/2018 04:00 EDT
7.21
145
09/14/2018 08:00 EDT
7.52
179
09/16/2018 12:00 EDT
20.84
11,900
09/23/2018 00:00 EDT 19.68 9,350
09/12/2018 08:00 EDT
7.19
142
09/14/2018 16:00 EDT
8.12
258
09/17/2018 00:00 EDT
21.93
14,800
09/24/2018 00:00 EDT 18.37 16,940
09/12/2018 12:00 EDT
7.17
140
09/15/2018 00:00 EDT
9.99
602
09/17/2018 12:00 EDT
22.20
15,600
09/12/2018 16:00 EDT
7.16
139
09/15/2018 08:00 EDT
12.15
1,210
09/18/2018 00:00 EDT
22.15
15,400
09/12/2018 20:00 EDT
7.15
138
09/15/2018 16:00 EDT
14.84
2,630
09/18/2018 12:00 EDT
21.89
14,700
09/13/201800:00 EDT
7.14
137
09/16/201800:00 EDT
18.44
7,060
09/19/201800:00 EDT
21.49
13,600
09/13/201804:00 EDT
7.15
138
09/16/201808:00 EDT
20.38
10,900
09/19/201812:00 EDT
21.07
12,500
09/13/201808:00 EDT
7.17
140
09/16/201816:00 EDT
21.39
13,300
09/20/201800:00 EDT
20.89
12,100
09/13/2018 12:00 EDT
7.19
142
09/17/2018 00:00 EDT
21.93
14,800
09/20/2018 12:00 EDT
21.20
12,800
09/13/2018 16:00 EDT
7.21
145
09/17/2018 08:00 EDT
22.14
15,400
09/21/2018 00:00 EDT
21.38
13,300
09/13/2018 20:00 EDT
7.34
159
09/17/2018 16:00 EDT
22.18
15,500
09/21/2018 12:00 EDT
21.29
13,100
09/14/201800:00 EDT
7.42
168
09/18/201800:00 EDT
22.15
15,400
09/22/201800:00 EDT
20.89
12,100
09/14/201804:00 EDT
7.50
177
09/18/201808:00 EDT
21.97
14,900
09/22/201812:00 EDT
20.35
10,800
09/14/201808:00 EDT
7.52
179
09/18/201816:00 EDT
21.75
14,300
09/23/201800:00 EDT
19.68
9,350
09/14/2018 12:00 EDT
7.71
203
09/19/2018 00:00 EDT
21.49
13,600
09/23/2018 12:00 EDT
19.03
8,090
09/14/2018 16:00 EDT
8.12
258
09/19/2018 08:00 EDT
21.19
12,800
09/24/2018 00:00 EDT
118.37
6,940
09/14/2018 20:00 EDT
8.69
347
09/19/2018 16:00 EDT
20.97
12,300
09/15/201800:00 EDT
9.99
602
09/20/201800:00 EDT
20.89
12,100
09/15/201804:00 EDT
10.95
840
09/20/201808:00 EDT
21.04
12,400
09/15/201808:00 EDT
12.15
1,210
09/20/201816:00 EDT
21.26
13,000
09/15/2018 12:00 EDT
13.36
1,700
09/21/2018 00:00 EDT
21.38
13,300
09/15/2018 16:00 EDT
14.84
2,630
09/21/2018 08:00 EDT
21.33
13,200
09/15/2018 20:00 EDT
16.61
4,250
09/21/2018 16:00 EDT
21.16
12,700
09/16/201800:00 EDT
18.44
7,060
09/22/201800:00 EDT
20.89
12,100
09/16/201804:00 EDT
19.64
9,270
09/22/201808:00 EDT
20.54
11,200
09/16/201808:00 EDT
20.38
10,900
09/22/201816:00 EDT
20.15
10,300
09/16/2018 12:00 EDT
20.84
11,900
09/23/2018 00:00 EDT
19.68
9,350
09/16/2018 16:00 EDT
21.39
13,300
09/23/2018 08:00 EDT
19.23
8,470
09/16/2018 20:00 EDT
21.75
14,300
09/23/2018 16:00 EDT
18.80
7,680
09/17/201800:00 EDT
21.93
14,800
09/24/201800:00 EDT
18.37
6,940
09/17/201804:00 EDT
22.05
15,100
09/24/201808:00 EDT
117.94
6,250
09/17/201808:00 EDT
22.14
15,400
09/17/2018 12:00 EDT
22.20
15,600
09/17/201816:00 EDT
22.18
15,500
09/17/2018 20:00 EDT
22.19
15,500
09/18/201800:00 EDT
22.15
15,400
09/18/201804:00 EDT
22.05
15,100
09/18/201808:00 EDT
21.97
14,900
09/18/201812:00 EDT
21.89
14,700
09/18/201816:00 EDT
21.75
14,300
09/18/2018 20:00 EDT
21.62
13,900
09/19/201800:00 EDT
21.49
13,600
09/19/201804:00 EDT
21.35
13,200
09/19/201808:00 EDT
21.19
12,800
09/19/201812:00 EDT
21.07
12,500
09/19/201816:00 EDT
20.97
12,300
09/19/2018 20:00 EDT
20.88
12,000
09/20/201800:00 EDT
20.89
12,100
09/20/201804:00 EDT
20.96
12,200
09/20/201808:00 EDT
21.04
12,400
09/20/2018 12:00 EDT
21.20
12,800
09/20/2018 16:00 EDT
21.26
13,000
09/20/2018 20:00 EDT
21.34
13,200
09/21/201800:00 EDT
21.38
13,300
09/21/201804:00 EDT
21.38
13,300
09/21/201808:00 EDT
21.33
13,200
09/21/2018 12:00 EDT
21.29
13,100
09/21/201816:00 EDT
21.16
12,700
09/21/201820:00 EDT
21.05
12,500
09/22/201800:00 EDT
20.89
12,100
09/22/201804:00 EDT
20.72
11,700
09/22/201808:00 EDT
20.54
11,200
09/22/2018 12:00 EDT
20.35
10,800
09/22/2018 16:00 EDT
20.15
10,300
09/22/2018 20:00 EDT
19.92
9,850
09/23/201800:00 EDT
19.68
9,350
09/23/201804:00 EDT
19.45
8,890
09/23/201808:00 EDT
19.23
8,470
09/23/2018 12:00 EDT
19.03
8,090
09/23/2018 16:00 EDT
18.80
7,680
09/23/2018 20:00 EDT
18.57
7,270
09/24/201800:00 EDT
18.37
6,940
09/24/201804:00 EDT
18.15
16,580
09/24/201808:00 EDT
17.94
16,250

Every 4 Hours
Every 8 Hours
Every 12 Hours
Every 24 Hours
Gage Height
Discharge
Gage Height
Discharge
Gage Height
Discharge
Gage Height
Discharge
Date and Time
(ft)
(ft3/s)
Date and Time
(ft)
(ft3/s)
Date and Time
(ft)
(ft3/s)
Date and Time (ft)
(ft3/s)
10/01/2016 00:00 EDT
10.44
782
10/01/2016 00:00 EDT
10.44
782
10/01/2016 00:00 EDT
10.44
782
10/01/2016 00:00 EDT 10.44
782
10/01/2016 04:00 EDT
10.47
789
10/01/2016 08:00 EDT
10.49
795
10/01/2016 12:00 EDT
10.50
797
10/02/2016 00:00 EDT 10.47
789
10/01/2016 08:00 EDT
10.49
795
10/01/2016 16:00 EDT
10.49
795
10/02/2016 00:00 EDT
10.47
789
10/03/2016 00:00 EDT 11.89
1,210
10/01/2016 12:00 EDT
10.50
797
10/02/2016 00:00 EDT
10.47
789
10/02/2016 12:00 EDT
10.88
900
10/04/2016 00:00 EDT 13.95
2,120
10/01/2016 16:00 EDT
10.49
795
10/02/2016 08:00 EDT
10.63
832
10/03/2016 00:00 EDT
11.89
1,210
10/05/2016 00:00 EDT 15.38
3,070
10/01/2016 20:00 EDT
10.48
792
10/02/2016 16:00 EDT
11.22
998
10/03/2016 12:00 EDT
12.69
1,480
10/06/2016 00:00 EDT 14.90
2,720
10/02/201600:00 EDT
10.47
789
10/03/201600:00 EDT
11.89
1,210
10/04/201600:00 EDT
13.95
2,120
10/07/201600:00 EDT 13.96
2,130
10/02/2016 04:00 EDT
10.52
803
10/03/2016 08:00 EDT
12.46
1,400
10/04/2016 12:00 EDT
15.08
2,840
10/08/2016 00:00 EDT 13.07
1,650
10/02/2016 08:00 EDT
10.63
832
10/03/2016 16:00 EDT
12.96
1,600
10/05/2016 00:00 EDT
15.38
3,070
10/09/2016 00:00 EDT 19.20
8,410
10/02/2016 12:00 EDT
10.88
900
10/04/2016 00:00 EDT
13.95
2,120
10/05/2016 12:00 EDT
15.28
2,990
10/10/2016 00:00 EDT 21.83
14,500
10/02/201616:00 EDT
11.22
998
10/04/201608:00 EDT
14.81
2,660
10/06/2016 00:00 EDT
14.90
2,720
10/14/2016 01:15 EDT 19.53
9,050
10/02/2016 20:00 EDT
11.57
1,100
10/04/2016 16:00 EDT
15.28
2,990
10/06/2016 12:00 EDT
14.45
2,430
10/15/2016 00:00 EDT 18.61
7,350
10/03/2016 00:00 EDT
11.89
1,210
10/05/2016 00:00 EDT
15.38
3,070
10/07/2016 00:00 EDT
13.96
2,130
10/16/2016 00:00 EDT 17.55
5,610
10/03/2016 04:00 EDT
12.20
1,310
10/05/2016 08:00 EDT
15.34
3,030
10/07/2016 12:00 EDT
13.50
1,850
10/17/2016 00:00 EDT 16.55
4,180
10/03/2016 08:00 EDT
12.46
1,400
10/05/2016 16:00 EDT
15.15
2,890
10/08/2016 00:00 EDT
13.07
1,650
10/18/2016 00:00 EDT 15.65
3,260
10/03/2016 12:00 EDT
12.69
1,480
10/06/2016 00:00 EDT
14.90
2,720
10/08/2016 12:00 EDT
14.46
2,430
10/19/2016 00:00 EDT 14.87
2,600
10/03/201616:00 EDT
12.96
1,600
10/06/201608:00 EDT
14.60
2,520
10/09/2016 00:00 EDT
19.20
8,410
10/20/2016 00:00 EDT 14.28
2,180
10/03/2016 20:00 EDT
13.44
1,820
10/06/2016 16:00 EDT
14.28
2,320
10/09/2016 12:00 EDT
21.21
12,900
10/21/2016 00:00 EDT 13.82
1,870
10/04/2016 00:00 EDT
13.95
2,120
10/07/2016 00:00 EDT
13.96
2,130
10/10/2016 00:00 EDT
21.83
14,500
10/22/2016 00:00 EDT 13.45
1,660
10/04/2016 04:00 EDT
14.42
2,410
10/07/2016 08:00 EDT
13.65
1,940
10/10/2016 12:00 EDT
21.81
14,500
10/23/2016 00:00 EDT 13.09
1,480
10/04/2016 08:00 EDT
14.81
2,660
10/07/2016 16:00 EDT
13.36
11,780
10/14/2016 12:00 EDT
19.10
8,220
10/24/2016 00:00 EDT 12.78
1,360
10/04/2016 12:00 EDT
15.08
2,840
10/08/2016 00:00 EDT
13.07
1,650
10/15/2016 00:00 EDT
18.61
7,350
10/25/2016 00:00 EDT 12.51
1,250
10/04/201616:00 EDT
15.28
2,990
10/08/201608:00 EDT
13.33
1,770
10/15/201612:00 EDT
18.08
6,470
10/26/2016 00:00 EDT 12.25
1,150
10/04/2016 20:00 EDT
15.34
3,030
10/08/2016 16:00 EDT
15.95
3,580
10/16/2016 00:00 EDT
17.55
5,610
10/27/2016 00:00 EDT 12.00
11,080
10/05/2016 00:00 EDT
15.38
3,070
10/09/2016 00:00 EDT
19.20
8,410
10/16/2016 12:00 EDT
17.03
4,800
10/28/2016 00:00 EDT 11.79
1,010
10/05/2016 04:00 EDT
15.37
3,060
10/09/2016 08:00 EDT
20.84
11,900
10/17/2016 00:00 EDT
16.55
4,180
10/29/2016 00:00 EDT 11.59
954
10/05/2016 08:00 EDT
15.34
3,030
10/09/2016 16:00 EDT
21.49
13,600
10/17/2016 12:00 EDT
16.08
3,700
10/30/2016 00:00 EDT 11.39
897
10/05/2016 12:00 EDT
15.28
2,990
10/10/2016 00:00 EDT
21.83
14,500
10/18/2016 00:00 EDT
15.65
3,260
10/31/2016 00:00 EDT 11.24
855
10/05/2016 16:00 EDT
15.15
2,890
10/10/2016 08:00 EDT
21.84
114,500
10/18/2016 12:00 EDT
15.24
2,890
11/01/2016 00:00 EDT 11.07
812
10/05/2016 20:00 EDT
15.04
2,820
10/10/2016 16:00 EDT
21.78
14,400
10/19/2016 00:00 EDT
14.87
2,600
11/02/2016 00:00 EDT 10.92
771
10/06/2016 00:00 EDT
14.90
2,720
10/14/201604:00 EDT
19.17
8,350
10/19/201612:00 EDT
14.55
2,370
11/03/2016 00:00 E 110.79
738
10/06/2016 04:00 EDT
14.74
2,610
10/14/2016 12:00 EDT
19.10
8,220
10/20/2016 00:00 EDT
14.28
2,180
11/04/2016 00:00 EDT 10.69
713
10/06/2016 08:00 EDT
14.60
2,520
10/14/2016 16:00 EDT
18.93
7,910
10/20/2016 12:00 EDT
14.04
2,010
11/05/2016 00:00 EDT 10.58
686
10/06/2016 12:00 EDT
14.45
2,430
10/15/2016 00:00 EDT
18.61
7,350
10/21/2016 00:00 EDT
13.82
1,870
11/06/2016 00:00 EDT 110.48
662
10/06/201616:00 EDT
14.28
2,320
10/15/201608:00 EDT
18.25
6,740
10/21/201612:00 EDT
13.63
1,760
10/06/2016 20:00 EDT
14.12
2,230
10/15/2016 16:00 EDT
17.91
6,200
10/22/2016 00:00 EDT
13.45
1,660
10/07/2016 00:00 EDT
13.96
2,130
10/16/201600:00 EDT
17.55
5,610
10/22/201612:00 EDT
13.27
1,570
10/07/2016 04:00 EDT
13.80
2,030
10/16/2016 08:00 EDT
17.18
5,020
10/23/2016 00:00 EDT
13.09
1,480
10/07/2016 08:00 EDT
13.65
1,940
10/16/2016 16:00 EDT
16.87
4,570
10/23/2016 12:00 EDT
12.93
1,420
10/07/201612:00 EDT
13.50
1,850
10/17/201600:00 EDT
16.55
4,180
10/24/2016 00:00 EDT
12.78
1,360
10/07/201616:00 EDT
13.36
1,780
10/17/201608:00 EDT
16.24
3,860
10/24/201612:00 EDT
12.64
1,300
10/07/2016 20:00 EDT
13.20
1,710
10/17/2016 16:00 EDT
15.92
3,550
10/25/2016 00:00 EDT
12.51
1,250
10/08/2016 00:00 EDT
13.07
1,650
10/18/201600:00 EDT
15.65
3,260
10/25/201612:00 EDT
12.37
1,200
10/08/201604:00 EDT
13.03
1,630
10/18/201608:00 EDT
15.38
3,000
10/26/201600:00 EDT
12.251,150
10/08/2016 08:00 EDT
13.33
1,770
10/18/2016 16:00 EDT
15.10
2,780
10/26/2016 12:00 EDT
12.121753
1,110
10/08/2016 12:00 EDT
14.46
2,430
10/19/2016 00:00 EDT
14.87
2,600
10/27/2016 00:00 EDT
12.001,080
10/08/201616:00 EDT
15.95
3,580
10/19/201608:00 EDT
14.65
2,440
10/27/201612:00 EDT
11.901,040
10/08/2016 20:00 EDT
17.61
5,700
10/19/2016 16:00 EDT
14.45
2,300
10/28/2016 00:00 EDT
11.791,010
10/09/2016 00:00 EDT
19.20
8,410
10/20/2016 00:00 EDT
14.28
2,180
10/28/2016 12:00 EDT
11.69982
10/09/2016 04:00 EDT
20.17
10,400
10/20/2016 08:00 EDT
14.11
2,060
10/29/2016 00:00 EDT
11.59954
10/09/2016 08:00 EDT
20.84
11,900
10/20/2016 16:00 EDT
13.97
1,960
10/29/2016 12:00 EDT
11.48924
10/09/2016 12:00 EDT
21.21
12,900
10/21/2016 00:00 EDT
13.82
1,870
10/30/2016 00:00 EDT
11.39897
10/09/201616:00 EDT
21.49
13,600
10/21/201608:00 EDT
13.69
1,790
10/30/201612:00 EDT
11.31876
10/09/2016 20:00 EDT
21.65
14,000
10/21/2016 16:00 EDT
13.57
1,720
10/31/2016 00:00 EDT
11.24855
10/10/2016 00:00 EDT
21.83
14,500
10/22/2016 00:00 EDT
13.45
1,660
10/31/2016 12:00 EDT
11.16835
10/10/2016 04:00 EDT
21.79
14,400
10/22/2016 08:00 EDT
13.33
1,600
11/01/2016 00:00 EDT
11.07812
10/10/2016 08:00 EDT
21.84
14,500
10/22/2016 16:00 EDT
13.21
1,540
11/01/2016 12:00 EDT
10.99789
10/10/2016 12:00 EDT
21.81
14,500
10/23/2016 00:00 EDT
13.09
1,480
11/02/2016 00:00 EDT
10.92771
10/10/2016 16:00 EDT
21.78
14,400
10/23/2016 08:00 EDT
12.99
1,440
11/02/2016 12:00 EDT
10.85
10/10/2016 20:00 EDT
21.67
14,100
10/23/2016 16:00 EDT
12.87
1,390
11/03/2016 00:00 EDT
10.79
738
10/14/2016 04:00 EDT
19.17
8,350
10/24/201600:00 EDT
12.78
1,360
11/03/201612:00 EDT
10.73
723
10/14/201612:00 EDT
19.10
8,220
10/24/201608:00 EDT
12.68
1,320
11/04/2016 00:00 EDT
10.69
713
10/14/2016 16:00 EDT
18.93
7,910
10/24/2016 16:00 EDT
12.59
1,280
11/04/2016 12:00 EDT
110.63
698
10/14/201620:00 EDT
18.79
7,650
10/25/201600:00 EDT
12.51
1,250
11/05/201600:00 EDT
110.58
686
10/15/2016 00:00 EDT
18.61
7,350
10/25/201608:00 EDT
12.41
1,210
11/05/201612:00 EDT
10.53
674
10/15/2016 04:00 EDT
18.43
7,040
10/25/2016 16:00 EDT
12.33
1,180
11/06/20165
2016 00:00 EDT
10.48
662
10/15/2016 08:00 EDT
18.25
6,740
10/26/2016 00:00 EDT
12.25
1,150
11/06/2016 12:00 EST
110.44
1652
10/15/201612:00 EDT
18.08
6,470
10/26/201608:00 EDT
12.15
1,120
10/15/201616:00 EDT
17.91
6,200
10/26/201616:00 EDT
12.08
1,100
10/15/2016 20:00 EDT
17.72
5,870
10/27/2016 00:00 EDT
12.00
1,080
10/16/201600:00 EDT
17.55
5,610
10/27/201608:00 EDT
11.94
1,060
10/16/2016 04:00 EDT
17.36
5,300
10/27/2016 16:00 EDT
11.87
1,040
10/16/2016 08:00 EDT
17.18
5,020
10/28/2016 00:00 EDT
11.79
1,010
10/16/2016 12:00 EDT
17.03
4,800
10/28/2016 08:00 EDT
11.73
994
10/16/2016 16:00 EDT
16.87
4,570
10/28/2016 16:00 EDT
11.65
972
10/16/201620:00 EDT
16.70
4,350
10/29/201600:00 EDT
11.59
954
10/17/201600:00 EDT
16.55
4,180
10/29/201608:00 EDT
11.52
933
10/17/2016 04:00 EDT
16.38
4,000
10/29/2016 16:00 EDT
11.46
917
10/17/2016 08:00 EDT
16.24
3,860
10/30/2016 00:00 EDT
11.39
897
10/17/201612:00 EDT
16.08
3,700
10/30/201608:00 EDT
11.33
882
10/17/2016 16:00 EDT
15.92
3,550
10/30/2016 16:00 EDT
11.28
867
10/17/2016 20:00 EDT
15.78
3,400
10/31/2016 00:00 EDT
11.24
855
10/18/201600:00 EDT
15.65
3,260
10/31/201608:00 EDT
11.19
843
10/18/2016 04:00 EDT
15.51
3,120
10/31/2016 16:00 EDT
11.13
826

10/18/2016 08:00 EDT
15.38
3,000
11/01/2016 00:00 EDT 11.07 812
10/18/2016 12:00 EDT
15.24
2,890
11/01/2016 08:00 EDT 11.01 795
10/18/2016 16:00 EDT
15.10
2,780
11/01/2016 16:00 EDT 10.96 782
10/18/201620:00 EDT
14.98
2,680
11/02/201600:00 EDT 10.92 771
10/19/201600:00 EDT
14.87
2,600
11/02/201608:00 EDT 10.88 761
10/19/2016 04:00 EDT
14.76
2,520
11/02/2016 16:00 EDT 10.83 748
10/19/2016 08:00 EDT
14.65
2,440
11/03/2016 00:00 EDT 10.79 738
10/19/201612:00 EDT
14.55
2,370
11/03/201608:00 EDT 10.75 728
10/19/2016 16:00 EDT
14.45
2,300
11/03/2016 16:00 EDT 10.72 720
10/19/201620:00 EDT
14.37
2,240
11/04/201600:00 EDT 10.69 713
10/20/201600:00 EDT
14.28
2,180
11/04/201608:00 EDT 10.66 706
10/20/2016 04:00 EDT
14.19
2,120
11/04/2016 16:00 EDT 10.61 693
10/20/2016 08:00 EDT
14.11
2,060
11/05/2016 00:00 EDT 10.58 686
10/20/2016 12:00 EDT
14.04
2,010
11/05/2016 08:00 EDT 10.54 676
10/20/2016 16:00 EDT
13.97
1,960
11/05/2016 16:00 EDT 10.51 669
10/20/2016 20:00 EDT
13.89
1,910
11/06/2016 00:00 EDT 110.48 662
10/21/2016 00:00 EDT
13.82
1,870
11/06/2016 08:00 EST 110.46 657
10/21/2016 04:00 EDT
13.76
1,830
11/06/2016 16:00 EST 10.42 648
10/21/201608:00 EDT
13.69
1,790
10/21/201612:00 EDT 13.63 1,760
10/21/201616:00 EDT 13.57 1,720
10/21/201620:00 EDT 13.52 1,700
10/22/201600:00 EDT 113.45 1,660
10/22/201604:00 EDT 13.39 1,630
10/22/201608:00 EDT 13.33 1,600
10/22/201612:00 EDT 13.27 1,570
10/22/201616:00 EDT 13.21 1,540
10/22/201620:00 EDT 13.15 1,510
10/23/2016 00:00 EDT 13.09 1,480
10/23/2016 04:00 EDT 13.04 1,460
10/23/2016 08:00 EDT 12.99 1,440
10/23/2016 12:00 EDT 12.93 1,420
10/23/201616:00 EDT 12.87 1,390
10/23/201620:00 EDT 12.83 1,380
10/24/201600:00 EDT 12.78 1,360
10/24/201604:00 EDT 12.74 1,340
10/24/201608:00 EDT 12.68 1,320
10/24/201612:00 EDT 12.64 1,300
10/24/201616:00 EDT 12.59 1,280
10/24/201620:00 EDT 12.55 1,270
10/25/201600:00 EDT 12.51 1,250
10/25/201604:00 EDT 12.46 1,230
10/25/201608:00 EDT 12.41 1,210
10/25/201612:00 EDT 12.37 1,200
10/25/201616:00 EDT 12.33 1,180
10/25/201620:00 EDT 12.29 1,170
10/26/201600:00 EDT 12.25 1,150
10/26/201604:00 EDT 12.19 1,140
10/26/201608:00 EDT 12.15 1,120
10/26/201612:00 EDT 12.12 1,110
10/26/201616:00 EDT 12.08 1,100
10/26/2016 20:00 EDT 12.05 1,090
10/27/2016 00:00 EDT 12.00 1,080
10/27/2016 04:00 EDT 11.97 1,070
10/27/2016 08:00 EDT 11.94 1,060
10/27/2016 12:00 EDT 11.90 1,040
10/27/2016 16:00 EDT 11.87 1,040
10/27/2016 20:00 EDT 11.83 1,030
10/28/2016 00:00 EDT 11.79 1,010
10/28/2016 04:00 EDT 11.76 1,000
10/28/2016 08:00 EDT 11.73 994
10/28/2016 12:00 EDT 11.69 982
10/28/2016 16:00 EDT 11.65 972
10/28/2016 20:00 EDT 11.62 963
10/29/2016 00:00 EDT 11.59 954
10/29/2016 04:00 EDT 11.56 945
10/29/2016 08:00 EDT 11.52 933
10/29/2016 12:00 EDT 11.48 924
10/29/2016 16:00 EDT 11.46 917
10/29/2016 20:00 EDT 11.43 909
10/30/2016 00:00 EDT 11.39 897
10/30/2016 04:00 EDT 11.37 891
10/30/2016 08:00 EDT 11.33 882
10/30/2016 12:00 EDT 11.31 876
10/30/2016 16:00 EDT 11.28 867
10/30/2016 20:00 EDT 11.26 861
10/31/2016 00:00 EDT 11.24 855
10/31/2016 04:00 EDT 11.21 849
10/31/2016 08:00 EDT 11.19 843
10/31/2016 12:00 EDT 11.16 835
10/31/2016 16:00 EDT 11.13 826
10/31/2016 20:00 EDT 11.11 820
11/01/2016 00:00 EDT 11.07 812
11/01/2016 04:00 EDT 11.04 803
11/01/2016 08:00 EDT 11.01 795
11/01/2016 12:00 EDT 10.99 789
11/01/2016 16:00 EDT 10.96 782
11/01/2016 20:00 EDT 10.94 776

11/02/2016 00:00 EDT
10.92
771
11/02/2016 04:00 EDT
10.89
764
11/02/2016 08:00 EDT
10.88
761
11/02/2016 12:00 EDT
10.85
753
11/02/2016 16:00 EDT
10.83
748
11/02/2016 20:00 EDT
10.81
743
11/03/2016 00:00 EDT
10.79
738
11/03/2016 04:00 EDT
10.77
733
11/03/2016 08:00 EDT
10.75
728
11/03/2016 12:00 EDT
10.73
723
11/03/2016 16:00 EDT
10.72
720
11/03/2016 20:00 EDT
10.70
716
11/04/2016 00:00 EDT
10.69
713
11/04/2016 04:00 EDT
10.67
708
11/04/2016 08:00 EDT
10.66
706
11/04/2016 12:00 EDT
10.63
698
11/04/2016 16:00 EDT
10.61
693
11/04/2016 20:00 EDT
10.59
688
11/05/2016 00:00 EDT
10.58
686
11/05/2016 04:00 EDT
10.56
681
11/05/2016 08:00 EDT
10.54
676
11/05/2016 12:00 EDT
10.53
674
11/05/2016 16:00 EDT
10.51
669
11/05/2016 20:00 EDT
10.50
667
11/06/2016 00:00 EDT
10.48
662
11/06/2016 04:00 EST
10.47
660
11/06/2016 08:00 EST
10.46
657
11/06/2016 12:00 EST
10.44
652
11/06/2016 16:00 EST
10.42
648
11/06/2016 20:00 EST
10.42
1648

STATION
STATION NAME
HOURLYPr DAILYPreci
DATE ecip p
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 0:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 1:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 1:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 2:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 3:46
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 3:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 4:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 5:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 6:13
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 6:30
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 6:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 7:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 8:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 9:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 10:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 10:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 11:37
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 11:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 12:06
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 12:45
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 12:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 12:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 13:53 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 14:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 14:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 15:51 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 15:53 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 16:00
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 16:46
0.01
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 16:53
0.01
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 17:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 18:09
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 18:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 19:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 20:02
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 20:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 21:53 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 22:10
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 22:53 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 23:33 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 23:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 23:53
0.01
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/13/2018 23:59
0.02
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 0:53 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 1:42
0.01

WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 1:53
0.01
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 2:53 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 3:29
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 3:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 3:53 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 4:20 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 4:30 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 4:53 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 5:53
0.01
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 6:00
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 6:27 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 6:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 6:53 T
0.04
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 7:18 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 7:30 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 7:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 7:53 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 8:00 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 8:07 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 8:11 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 8:18
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 8:28
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 8:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 8:53
0.01
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 9:01 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 9:06 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 9:16 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 9:22 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 9:28 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 9:43 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 9:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 9:53 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 10:10
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 10:22
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 10:37
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 10:49
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 10:53
0.84
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 11:05
0.04
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 11:20
0.07
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 11:31
0.09
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 11:38
0.13
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 11:47
0.17
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 11:53
0.3
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 11:56
0.04
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 12:04
0.12
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 12:06
0.14
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 12:17
0.17
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 12:31
0.19
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 12:38
0.21
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 12:50
0.29

WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 12:53
0.3
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 13:07
0.26
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 13:23
0.36
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 13:49
0.41
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 13:53
0.33
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 14:30
0.1
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 14:42
0.12
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 14:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 14:53
0.12
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 15:33
0.07
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 15:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 15:53
0.11
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 16:21
0.04
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 16:26
0.07
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 16:44
0.14
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 16:53
0.14
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 17:23
0.08
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 17:45
0.23
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 17:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 17:53
0.24
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 18:53
0.1
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 19:53
0.16
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 20:53
0.03
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 21:53
0.16
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 22:18
0.07
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 22:46
0.21
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 22:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 22:53
0.21
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 23:53
0.04
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/14/2018 23:59
3.11
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 0:04 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 0:20
0.06
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 0:45
0.19
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 0:53
0.3
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 0:58
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 1:05
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 1:14
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 1:23
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 1:39
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 1:53
0.34
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 1:57
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 2:04
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 2:28
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 2:49
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 2:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 2:53
0.56
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 3:08
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 3:23
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 3:32
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 3:45

WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 3:49
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 3:53
0.42
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 4:07
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 4:23
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 4:53
0.18
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 5:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 5:53
0.07
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 5:57
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 6:29
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 6:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 6:53
0.01
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 7:14
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 7:48
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 7:53
0.03
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 8:16
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 8:35
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 8:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 8:53
0.04
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 9:39
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 9:42
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 9:50
0.11
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 9:53
0.13
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 10:03
0.07
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 10:26
0.29
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 10:30
0.35
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 10:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 10:53
0.66
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 11:00
0.09
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 11:10
0.13
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 11:17
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 11:19
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 11:29
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 11:36
0.44
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 11:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 11:53
0.44
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 11:58
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 12:24
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 12:34
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 12:46
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 12:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 12:53
0.29
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 12:58
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 13:11
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 13:13
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 13:21
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 13:28
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 13:44
0.3
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 13:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 13:53
0.3
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 14:00

WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 14:27
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 14:53
0.21
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 15:48
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 15:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 15:53
0.38
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 16:12
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 16:23
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 16:43
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 16:50
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 16:53
0.38
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 16:59
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 17:45
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 17:53
0.08
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 18:18
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 18:53
0.06
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 19:17
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 19:32
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 19:53
0.05
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 20:00
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 20:46
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 20:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 20:53
0.26
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 21:05
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 21:14
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 21:36
0.22
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 21:53
0.24
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 22:14
0.05
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 22:50
0.16
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 22:53
0.23
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 23:08
0.07
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 23:45
0.18
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 23:51
0.19
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 23:53
0.15
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/15/2018 23:59
5.81
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 0:00
0.01
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 0:33
0.15
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 0:53
0.23
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 1:04
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 1:16
0.19
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 1:25
0.35
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 1:32
0.5
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 1:37
0.53
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 1:46
0.53
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 1:53
0.55
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 2:25
0.02
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 2:32
0.02
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 2:45
0.04
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 2:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 2:53
0.05
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 3:08
0.07

WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 3:18
0.09
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 3:49
0.1
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 3:53
0.09
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 4:06
0.02
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 4:16
0.04
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 4:29
0.05
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 4:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 4:53
0.1
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 5:02
0.03
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 5:11
0.03
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 5:47
0.13
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 5:48
0.17
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 5:55
0.06
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 6:09
0.07
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 6:16
0.07
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 6:24
0.07
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 6:53 T
5.12
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 7:08
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 7:49
0.04
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 7:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 7:53
0.07
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 7:55
0.01
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 7:57
0.01
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 8:05
0.05
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 8:15
0.11
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 8:17
0.11
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 8:25
0.15
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 8:36
0.19
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 8:44
0.22
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 8:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 8:53
0.26
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 8:54
0.01
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 8:59
0.03
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 9:05
0.06
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 9:07
0.06
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 9:53
0.54
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 10:17
0.04
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 10:46
0.13
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 10:53
0.26
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 11:01
0.17
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 11:07
0.34
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 11:14
0.38
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 11:24
0.49
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 11:36
0.72
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 11:46
0.81
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 11:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 11:53
0.93
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 12:30
0.46
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 12:35
0.48
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 12:44

WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 12:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 12:53
0.57
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 12:57
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 13:08
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 13:13
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 13:20
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 13:23
0.16
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 13:31
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 13:42
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 13:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 13:53
0.27
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 14:00
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 14:03
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 14:12
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 14:34
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 14:46
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 14:53
0.06
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 15:53 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 16:00
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 16:10
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 16:51
0.03
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 16:53
0.03
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 17:51
0.01
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 17:53
0.01
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 18:08 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 18:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 18:53
0.11
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 19:01
0.05
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 19:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 19:53
0.1
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 20:12
0.01
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 20:21
0.17
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 20:31
0.32
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 20:38
0.45
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 20:43
0.46
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 20:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 20:53
0.87
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 21:10
0.3
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 21:17
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 21:53
0.18
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 22:03
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 22:18
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 22:24
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 22:27
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 22:31
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 22:34
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 22:53
0.85
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 23:02
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 23:20
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 23:37

WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 23:53
0.03
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/16/2018 23:59
6.33
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 0:53 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 1:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 2:41
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 2:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 2:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 3:40
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 3:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 4:09
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 4:45
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 4:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 5:04
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 5:31
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 5:39
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 5:50
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 5:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 6:13
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 6:36
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 6:53
0 5.14
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 7:05
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 7:44
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 7:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 8:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 9:23
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 9:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 10:16
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 10:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 11:27
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 11:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 12:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 13:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 14:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 15:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 16:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 17:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 18:02
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 18:17
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 18:29
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 18:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 19:14
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 19:24
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 19:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 20:17
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 20:26
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 20:36
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 20:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 21:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 22:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
9/17/2018 23:53
0

WBAN:93740 I FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US 1 9/17/2018 23:59 1 IT

STATION
STATION NAME
HOURLYPr DAILYPreci
DATE ecip p
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 0:15
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 0:41
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 0:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 1:45
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 1:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 2:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 3:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 4:53 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 5:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 6:03
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 6:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 7:05
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 7:25
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 7:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 8:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 9:53 0.01s
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 10:40
0.01
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 10:53 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 11:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 12:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 13:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 14:13
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 14:24
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 14:42
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 14:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 15:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 16:14
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 16:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 17:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 17:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 18:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 19:31
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 19:53 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 20:50
0.12
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 20:53
0.19
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 21:05
0.07
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 21:13
0.08
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 21:28
0.18
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 21:45
0.35
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 21:53
0.44
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 22:17
0.15
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 22:53
0.11
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 23:53
0.08
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/7/2016 23:59
0.83
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/8/2016 0:53
0.03
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRANNIS FIELD NC US
10/8/2016 1:51

WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 1:53
0.02
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 2:53
0.09
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 3:48
0.25
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 3:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 3:53
0.32
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 4:07
0.07
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 4:18
0.15
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 4:26
0.19
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 4:53
0.28
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 5:08
0.07
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 5:14
0.14
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 5:16
0.15
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 5:23
0.19
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 5:48
0.33
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 5:53
0.43
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 6:04
0.11
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 6:21
0.26
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 6:34
0.39
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 6:53
0.55 2.49
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 7:03
0.14
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 7:14
0.29
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 7:32
0.57
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 7:53
0.92
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 8:33
0.48
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 8:43
0.61
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 8:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 8:53
0.7
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 9:04
0.16
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 9:42
0.91
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 9:53
1.19
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 10:41
1.76
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 10:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 10:53
2.27
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 11:00
0.18
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 11:13
0.79
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 11:38
1.78
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 11:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 11:53
2.17
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 12:08
0.55
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 12:18
0.75
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 12:41
1.45
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 12:53
1.57
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 13:14
0.46
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 13:40
1.13
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 13:51
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 13:53
1.19
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 14:06
0.16
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 14:38
0.74
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 14:45
0.88
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 14:53
1.07
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 15:29
0.62

WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 15:53
0.73
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 15:59
0.03
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 16:12
0.11
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 16:32
0.22
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 16:42
0.28
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 16:53
0.33
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 17:06
0.03
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 17:53
0.12
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 18:53
0.01
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 19:53 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 20:43
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 20:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 21:53 0.01s
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 22:53
0.01
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 23:53
0.01
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/8/2016 23:59
14
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 0:11
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 0:19
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 0:53
0.03
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 1:53 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 2:53
0.01
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 3:53 T
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 4:00
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 4:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 5:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 6:53
0 12.4
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 7:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 8:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 9:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 10:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 11:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 12:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 13:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 14:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 15:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 16:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 17:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 18:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 19:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 20:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 21:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 22:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 23:53
0
WBAN:93740
FAYETTEVILLE REGIONAL AIRPORT GRAN NIS FIELD NC US
10/9/2016 23:59
0.04

STATION
STATION—NAME
DATE HOURLYPrecip DAILYPrecip
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 O:OS
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 O:SO
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 O:S2 T
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 1:13 T
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 1:52 T
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 2:52
0
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 3:50
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 3:52
0
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 4:50
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 4:52
0.02
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 5:06 T
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 5:16 T
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 S:2S
0.01
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 S:SO
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 S:S2
0.01
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 6:33
0.01
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 6:46
0.11
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 6:47
0.13 0.15
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 6:56
0.01
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 7:44
0.09
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 7:50
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 7:52
0.38
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 8:00
0.15
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 8:04
0.16
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 8:12
0.18
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 8:25
0.19
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 8:52
0.05
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 9:35
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 9:52
0
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 10:52
0
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 11:50
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 11:52 T
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 12:15
0.01
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 12:37
0.01
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 12:45
0.01
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 12:52
0.02
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 13:06 T
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 13:52 T
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 14:50
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 14:52
0.01
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 15:09 T
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 15:22 T
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 15:52 T
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 16:52
0
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 17:21
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 17:52
0
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 18:31 T

WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 18:52
0.01
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 19:33 T
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 19:52
0.01
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 20:05 T
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 20:15
0.01
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 20:28
0.02
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 20:35
0.02
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 20:52
0.02
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 21:00 T
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 21:07
0.01
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 21:39
0.02
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 21:52
0.02
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 22:26
0.05
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 22:34
0.05
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 22:52
0.09
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 23:08
0.02
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 23:52
0.06
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/7/2016 23:59
0.83
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 0:08
0.03
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 0:16
0.04
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 0:24
0.05
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 0:52
0.08
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 1:00
0.01
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 1:19
0.03
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 1:45
0.08
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 1:52
0.1
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 2:07
0.11
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 2:30
0.22
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 2:45
0.3
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 2:49
0.33
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 2:52
0.34
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 3:08
0.09
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 3:22
0.15
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 3:31
0.19
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 3:40
0.24
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 3:50
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 3:52
0.31
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 4:01
0.06
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 4:52
0.46
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 4:57
0.05
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 5:04
0.13
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 5:13
0.19
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 5:20
0.25
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 5:36
0.37
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 S:4S
0.42
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 S:SO
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 S:S2
0.46
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 6:00
0.08
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 6:20
0.35

WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 6:52
0.67 3.07
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 7:07
0.1
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 7:17
0.17
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 7:28
0.3
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 7:52
0.6
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 8:02
0.07
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 8:10
0.17
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 8:23
0.31
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 8:52
0.83
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 9:19
0.35
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 9:41
0.56
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 9:52
0.75
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 9:58
0.09
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 10:05
0.21
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 10:13
0.38
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 10:52
1.22
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 11:04
0.2
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 11:16
0.43
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 11:27
0.59
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 11:41
0.74
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 11:49
0.86
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 11:52
0.88
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 12:00
0.08 16.94
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 12:11
0.18
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 12:18
0.24
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 12:39
0.44
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/8/2016 23:59
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/9/2016 18:53
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/9/2016 19:52
0
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/9/2016 20:52
0
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/9/2016 21:52
0
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/9/2016 22:52
0
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/9/2016 23:52
0
WBAN:93782
LAURINBURG MAXTON AIRPORT NC US
10/9/2016 23:59

STATION
STATION NAME
HOURLYPr
DATE ecip DAILYPrecip
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 0:28
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 0:40
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 0:54
0
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 1:27
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 1:54
0
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 2:54
0
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 3:23
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 3:54
0
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 4:54
0
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 5:52
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 5:54 T
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 6:35
0.02
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 6:52
0.02
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 6:54
0.02 0.02
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 7:04
0.02
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 7:10
0.03
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 7:12
0.03
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 7:25
0.03
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 7:54
0.05
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 8:05
0.01
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 8:22
0.02
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 8:50
0.02
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 8:54
0.01
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 9:16
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 9:52
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 9:54
0
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 10:54
0
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 11:54
0
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 12:32
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 12:54 T
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 13:20
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 13:52
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 13:54
0
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 14:54
0
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 15:30
0.02
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 15:54
0.02
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 16:06
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 16:31
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 16:49
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 16:54
0
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 17:19
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 17:54
0

WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 18:54 T
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 19:54 T
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 20:52
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 20:54
0.02
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 21:54
0.02
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 22:54
0.05
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 23:25
0.02
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 23:29
0.02
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 23:36
0.02
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 23:52
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 23:54
0.03
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/7/2016 23:59
0.22
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 0:05 T
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 0:32
0.04
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 0:54
0.09
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 1:09
0.04
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 1:20
0.08
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 1:31
0.14
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 1:38
0.19
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 1:47
0.21
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 1:54
0.24
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 2:01
0.04
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 2:08
0.09
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 2:13
0.1
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 2:30
0.19
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 2:34
0.22
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 2:40
0.32
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 2:51
0.38
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 2:52
0.38
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 2:54
0.39
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 3:30
0.21
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 3:54
0.4
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 4:33
0.13
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 4:39
0.18
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 4:44
0.19
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 4:54
0.23
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 5:01
0.06
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 5:13
0.21
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 5:21
0.33
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 5:29
0.43
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 5:45
0.67
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 5:54
0.79
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 6:00
0.07
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 6:34
0.37
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 6:43
0.44
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 6:54
0.54 2.88
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 7:04
0.14

WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 7:11
0.31
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 7:18
0.47
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 7:30
0.77
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 7:37
0.89
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 7:51
1.33
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 7:54
1.48
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 8:02
0.34
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 8:04
0.39
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 8:13
0.63
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 8:32
1.32
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 8:43
1.79
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 8:50
1.94
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 8:54
1.99
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 9:28
0.67
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 9:34
0.89
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 9:54
1.26
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 9:58
0.03
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 10:10
0.17
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 10:20
0.28
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 10:28
0.35
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 10:54
0.62
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 11:15
0.31
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 11:27
0.48
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 11:54
0.86
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 12:12
0.26
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 12:18
0.4
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 12:54
1.27
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 13:54
0.91
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 14:01
0.07
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 14:29
0.35
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 14:38
0.46
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 14:54
0.67
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 15:33
0.44
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 15:42
0.5
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 15:54
0.59
WBAN:13776
LUMBERTON REGIONAL AIRPORT NC US
10/8/2016 16:21
0.19
WBAN:13776
I LUMBERTON REGIONAL AIRPORT NC US
1 10/8/2016 23:59
12.53
WBAN:13776
I LUMBERTON REGIONAL AIRPORT NC US
1 10/9/2016 23:59
0.02

Day of
Mean of daily mean values for each day for 17 - 18 years of record in, ft3/s
1999-10-01-> 2018-09-30)
(Calculation Period
month
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
1
1,130
859
1,070
888
639
541
478
399
468
635
398
737
2
1,100
859
1,080
871
616
574
500
366
471
649
402
727
3
1,050
866
1,090
839
609
602
614
367
518
668
415
711
4
1,020
882
1,080
818
623
592
655
359
546
714
445
696
5
1,010.
912
1,080.
830
624
550
632
377
551
725
469
692
6
985
946
1,090
916
608
520
608
394
579
694
477
690
7
949
980
1 120
931
592
505
578
395
620
639
487
687
8
914
1,000
1,130
915
598
500
546
401
659
715
502
685
9
885
997
1 110
901
593
501
508
395
770
1 210
498
708
10
856
1,000
1,070
869
568
530
480
389
920
1,290
492
711
11
837
1,000
1,030.
841
536
533
485
375
947
1,170
493
711
12
854
987
985
805
514
571
508
362
887
1,050
492
721
13
917
974
955
797
501
600
512
368
806
973
494
721
14
956
951
937
828
481
600
582
389
719
426
494
722
15
937
931
926
862
456
593
554
414
644
741
534
733
16
904
930
915
884
447
570
513
443
585
637
590
742
17
876
951
899
856
436
553
499
447
532
567
609
747
18
868
972
880
808
452
516
477
441
503
514
593
755
19
875
971
865
776
458
488
441
445
505
475
589
771
20
875
952
867
771
451
478
406
471
478
448
602
773
21
858
935
910
765
449
478
376
462
452
431
611
769
22
860
932
930
747
452
485
361
487
427
421
660
768
23
877
958
932
720
475
477
344
497
446
408
756
805
24
901
976
916
697
504
455
335
489
500
392
779
933
25
917
1,000
899
705
492
429
344
463
511
377
750
1 010
26
919
1,030
874
680
467
449
360
433
532
362
739
1,090
27
909
1,070
842
659
439
494
349
429
566
348
741
1 090
28
889
1,090
820
645
437
528
365
399
580
349
744
1,060
29
879
1,510,
828
648
484
525
376
374
585
381
751
1,050
30 1
8821
1
8511
6471
542
494
395
379
609
400
7441
1,060
31
877
863
552
386
426
400
1 100

Day of
Mean of daily mean values for each day for 15 - 18 years of record in, ft
Calculation Period 1999-10-01 -> 2018-09-30
Month
Calculation period restricted by USGS staff due to special conditions at/near site
Jan
Feb
Mar I
Apr
May
Jun
Jul
AugSep
Oct
Nov
Dec
1
10.99
10.59
11.12
10.7
9.71
9.01
8.73
8.47
8.53
9.29
8.54
9.96
2
10.95
10.58
11.18
10.63
9.62
9.11
8.75
8.24
8.5
9.32
8.57
9.96
3
10.89
10.58
11.22
10.51
9.59
9.21
8.95
8.27
8.71
9.42
8.63
9.92
4
10.85
10.62
11.25
10.45
9.62
9.19
9.02
8.21
8.79
9.48
8.75
9.88
5
10.82
10.7
11.24
10.5
9.6
9.04
8.96
8.22
8.81
9.46
8.84
9.89
6
10.8
10.77
11.27
10.71
9.52
8.92
8.87
8.26
8.88
9.39
8.86
9.88
7
10.74
10.85
11.34
10.72
9.44
8.88
8.74
8.26
8.99
9.3
8.87
9.86
8
10.64
10.89
11.4
10.68
9.43
8.86
8.65
8.3
9.04
9.38
8.89
9.85
9
10.55
10.89
11.36
10.62
9.39
8.87
8.55
8.28
9.13
9.67
8.86
9.95
10
10.56
10.91
11.26
10.52
9.31
8.98
8.52
8.17
9.2
9.64
8.83
9.95
11
10.5
10.91
11.12
10.41
9.18
8.94
8.63
8.08
9.19
8.85
8.88
9.95
12
10.48
10.87
10.99
10.3
9.08
9.05
8.78
8.12
9.13
8.82
8.92
9.98
13
10.64
10.86
10.9
10.27
9.04
9.04
8.79
8.16
9.05
8.87
8.95
10
14
10.7
10.82
10.83
10.31
8.95
8.98
9
8.25
8.96
8.74
8.97
10
15
10.68
10.78
10.79
10.39
8.85
8.98
8.94
8.29
8.88
9.22
9.13
10.05
16
10.61
10.79
10.75
10.45
8.8
8.93
8.81
8.38
8.77
9.1
9.3
10.09
17
10.55
10.84
10.71
10.35
8.78
8.92
8.75
8.4
8.61
8.91
9.37
10.1
18
10.55
10.91
10.65
10.19
8.87
8.85
8.66
8.39
8.53
8.83
9.34
10.14
19
10.56
10.93
10.61
10.11
8.88
8.71
8.52
8.45
8.55
8.74
9.35
10.19
20
10.57
10.87
10.61
10.13
8.84
8.67
8.38
8.61
8.49
8.68
9.41
10.2
21
10.55
10.82
10.73
10.1
8.84
8.62
8.25
8.57
8.42
8.64
9.45
10.2
22
10.58
10.8
10.77
10.03
8.84
8.58
8.18
8.69
8.34
8.6
9.57
10.21
23
10.64
10.88
10.76
9.94
8.93
8.54
8.13
8.72
8.41
8.55
9.73
10.32
24
10.72
10.93
10.72
9.88
9.05
8.55
8.12
8.69
8.59
8.48
9.8
10.51
25
10.77
10.98
10.68
9.91
9
8.5
8.21
8.63
8.65
8.41
9.74
10.62
26
10.77
11.02
10.6
9.81
8.9
8.65
8.27
8.54
8.76
8.39
9.75
10.83
27
10.73
11.11
10.51
9.76
8.76
8.89
8.23
8.58
8.98
8.33
9.8
10.86
28
10.67
11.15
10.44
9.73
8.7
9.01
8.29
8.46
9.08
8.35
9.84
10.8
29
10.65
12.16
10.47
9.75
8.86
8.95
8.31
8.36
9.14
8.48
9.91
10.83
30
10.53
1
10.541
9.75
9.031
8.81
8.38
8.371
9.25
8.531
9.931
10.89
31
10.5
10.59
9.05
8.36
8.46
8.54
10.94