20140335 Ver 1_Final_Aycock_Mitigation Plan_20150720

MITIGATION PLAN
AYCOCK SPRINGS
STREAM AND WETLAND MITIGATION SITE
Alamance County, North Carolina
Full Delivery Contract No. 5791
USACE Action ID No. SAW- 2014 -01711
Cape Fear River Basin
Cataloging Unit 03030002
Prepared for:
Li laim
FRODR
NCDENR- Ecosystem Enhancement Program
217 West Jones Street, Suite 3000A
Raleigh, North Carolina 27603
May 2015

MITIGATION PLAN
AYCOCK SPRINGS
STREAM AND WETLAND MITIGATION SITE
Alamance County, North Carolina
Full Delivery Contract No. 5791
USACE Action ID No. SAW- 2014 -01711
Cape Fear River Basin
Cataloging Unit 03030002
Prepared for:
1{,lY $�11 a ent
r�ao.
NCDENR- Ecosystem Enhancement Program
217 West Jones Street, Suite 3000A
Raleigh, North Carolina 27603
Prepared by:
And
Axiom Environmental, Inc.
Restoration Systems, LLC
Axiom Environmental, Inc.
1101 Haynes Street, Suite 211
218 Snow Avenue
Raleigh, North Carolina 27604
Raleigh, North Carolina 27603
Contact: Worth Creech
Contact: Grant Lewis
919 - 755 -9490 (phone)
919 - 215 -1693 (phone)
919 - 755 -9492 (fax)
May 2015

EXECUTIVE SUMMARY
The Aycock Springs Stream and Wetland Mitigation Site (Site) is located approximately 1.5
miles north of Elon and Gibsonville in western Alamance County within 14 -digit Cataloging
Unit and Targeted Local Watershed 03030002030010 of the Cape Fear River Basin.
The Site encompasses approximately 13 acres of agricultural land used for livestock grazing and
timber production. The Site is situated along Travis Creek and four unnamed tributaries (UT's)
to Travis Creek. Existing streams have been cleared, dredged, trampled by livestock, eroded
vertically and laterally, and receive extensive sediment and nutrient inputs from livestock and
adjacent runoff. A breached dam located at the downstream extent of Travis Creek doesn't
effectively pass storm flows and impounds water during rain events. In addition, streamside
wetlands have been cleared and drained by channel downcutting and land uses. The Site was
identified to assist the North Carolina Ecosystem Enhancement Program (NCEEP) in meeting its
stream and wetland restoration goals.
Site activities include the restoration of perennial and intermittent stream channels, enhancement
(Level II) of the perennial stream channel, and re- establishment of riparian wetlands. Priority I
restoration of intermittent channels at the Site is imperative to provide significant functional
uplift to Site hydrology, water quality, and habitat, in addition to restore adjacent streamside,
riparian wetlands. A total of 3628 Stream Mitigation Units (SMUs) and 0.5 Riparian Wetland
Mitigation Units (WMUs) are being offered as depicted in the following table.
Stream Mitigation Type
Perennial Stream
Intermittent Stream
Stream
Ratio Mitigation
(linear feet)
(linear feet)
Units
Restoration
3058
177
1:1 3235
Restoration (See Notes below
122
1:5:1 81
concerning landowner violations)
Enhancement (Level Il)
677
--
2.5:1 271
Totals
3735
299
3578
Wetland Mitigation Type
Acreage
Ratio
Riparian Wetland
Mitigation Units
Riparian Re- establishment
0.5
1:1
0.5
Riparian Enhancement
1.5*
--
Totals
2.0
0.5
*Wetland enhancement acreage is not
included in mitigation credit calculations as per RFP 16- 005568
requirements.
Prior to Site selection, the landowner received a violation for unauthorized discharge of fill
material into Waters of the United States. Fill resulted from unpermitted upgrades to a farm
pond dam, including widening the dam footprint, dredging stream channel, and casting spoil
material adjacent to the stream channel on jurisdictional wetlands. Prior to restoration activities
the landowner was required to obtain an after - the -fact permit to resolve the violations of Section
301 of the Clean Water Act (Action ID:SAW- 2014 - 00665). In addition, stream reaches and
wetland areas associated with the violation have been removed from credit generation.
Mitigation Plan (Contract No. 5791) Executive Summary page i
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

In addition, the landowner received a violation for riparian buffer impacts due to clearing of trees
adjacent to streams draining to Jordan Lake (NOV- 2013 -BV- 0001). As a result of this violation,
the upper 122 linear feet of UT 3 has a reduced credit ratio (1.5:1). On -site visits conducted with
USACE representatives determined that the functional uplift of project restoration to UT 3 would
be satisfactory to generate credit at this ratio.
Positive aspects supporting proposed mitigation activities at the Site include the following.
• Streams have a Best Usage Classification of WS -V, NSW
• Located in a Targeted Local Watershed and within the NCEEP Travis, Tickle, Little
Alamance Local Watershed Planning (LWP) Area
• Travis Creek is listed on the NCDENR 2012 303(d) list for ecological/biological integrity
• Immediately south and abutting the Site is a property identified in the Little Alamance,
Travis, & Tickle Creek Watersheds Restoration Plan (PTCOG 2008) as a target property
for wetland restoration and streambank enhancement /conservation
• Immediately west of the Site is a large tract associated with Guilford County open space
The following six goals were identified by the Stakeholder group of the Travis, Tickle, Little
Alamance LWP Phase I assessment which address the water quality impacts and watershed
needs in all of the Little Alamance, Travis, Tickle watersheds in 2006.
1) Increase local government awareness of the impacts of urban growth on water resources;
2) Strengthen watershed protection standards;
3) Improve water quality through stormwater management;
4) Identify and rank parcels for retrofits, stream repair, preservation, and/or conservation;
5) Assess aquatic health to identify stressors that are the most likely causes of poor
biological conditions;
6) Meet requirements of outside funding sources for implementation of projects.
The eight priority goals of the Travis, Tickle, Little Alamance LWP include the following.
1) reduce sediment loading;
2) reduce nutrient loading;
3) manage stormwater runoff,
4) reduce toxic inputs;
5) provide and improve instream habitat;
6) provide and improve terrestrial habitat;
7) improve stream stability; and
8) improve hydrologic function.
The following table summarizes the project goals /objectives and proposed functional uplift based
on proposed restoration activities and observations of two reference areas located in the vicinity
of the Site. Goals and objectives target functional uplift identified in the Travis, Tickle, Little
Alamance LWP and based stream/wetland functional assessments developed by the regulatory
agencies.
Mitigation Plan (Contract No. 5791) Executive Summary page ii
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

Project Goals and Objectives
Project Goal/Objective
Restore Floodplain Access
Restore Wooded Riparian Buffer
Restore Stream Stability
Improve Sediment Transport to Convert the
UT's from Sand/Silt Dominated to
Gravel /Cobble Dominated Streams
Improve Stream Geomorphology
Increase Surface Storage and Retention
Restore Appropriate Inundation/Duration
Increase Subsurface Storage and Retention
How Goal/Objective will be Accomplished
Improve Hydrology
Building a new channel at the historic floodplain elevation to restore
overbank flows
Planting a woody riparian buffer
Providing proper channel width and depth, stabilizing channel banks,
providing gravel/cobble substrate, planting a woody riparian buffer, and
removing cattle
Building a new channel at the historic floodplain elevation restoring
overbank flows, removing cattle, scarifying compacted soils, and
planting woody vegetation
Raising the stream bed elevation and rip compacted soils
mprove Water Quality
Increase Upland Pollutant Filtration Planting a native, woody riparian buffer
Increase Thermoregulation Planting a native, woody riparian buffer
Reduce Stressors and Sources of Pollution
Increase Removal and Retention of Pathogens,
Particulates (Sediments), Dissolved Materials
(Nutrients), and Toxins from the Water Column
Increase Energy Dissipation of
Overbank/Overland Flows /Stormwater Runoff
Restore In- stream Habitat
Restore Stream -side Habitat
Improve Vegetation Composition and Structure
Removing cattle and other agricultural inputs
Raising the stream bed elevation, restoring overbank flows, planting with
woody vegetation, removing cattle, increasing surface storage and
retention, and restoring appropriate inundation/duration
Raising the stream bed elevation, restoring overbank flows, and planting
with woody vegetation
Restore Habitat
Building a stable channel with a cobble /gravel bed and planting a woody
riparian buffer
Planting a woody riparian buffer
This mitigation plan has been written in compliance with the requirements of the following
documents, which govern NCEEP operations and procedures for the delivery of compensatory
mitigation.
• Federal rule for compensatory mitigation project sites as described in the Federal Register
Title 33 Navigation and Navigable Waters Volume 3 Chapter 2 Section § 332.8
paragraphs (c)(2) through (c)(14).
• NCDENR Ecosystem Enhancement Program In -Lieu Fee Instrument signed and dated
July 28, 2010.
This detailed mitigation plan includes 1) descriptions of existing conditions; 2) reference stream,
wetland, and forest studies; 3) restoration plans; and 4) monitoring and success criteria.
Proposed restoration activities may be modified during the design stage to address constraints
such as access issues, sediment - erosion control measures, drainage needs (floodway constraints),
or other design considerations.
Mitigation Plan (Contract No. 5791) Executive Summary page iii
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

TABLE OF CONTENTS
EXECUTIVESUMMARY ............................................................................. ..............................I
1.0 PROJECT SITE IDENTIFICATION AND LOCATION ................... ..............................1
1.1 DIRECTIONS TO PROJECT SITE ................................................................ ............................... 1
1.2 USGS HYDROLOGIC UNIT CODE AND NCDWR RIVER BASIN DESIGNATION ....................... 1
1.3 PROJECT COMPONENTS AND STRUCTURE ............................................... ............................... 1
2.0 WATERSHED CHARACTERIZATION ............................................ ............................... 6
2.1 DRAINAGE AREA .................................................................................... ............................... 6
2.2 SURFACE WATER CLASSIFICATION /WATER QUALITY ............................ ............................... 6
2.3 PHYSIOGRAPHY, GEOLOGY, AND SOILS .................................................. ............................... 6
2.4 PROTECTED SPECIES ............................................................................... ............................... 7
2.5 CULTURAL RESOURCES .......................................................................... ............................... 7
2.6 POTENTIAL CONSTRAINTS ...................................................................... ............................... 8
2.6.1 Property Ownership and Boundary ............................................. ............................... 8
2.6.2 Site Access .................................................................................. ............................... 8
2.6.3 Utilities ........................................................................................ ............................... 8
2.6.4 FEMA/Hydrologic Trespass ....................................................... ............................... 8
3.0 PROJECT SITE STREAMS (EXISTING CONDITIONS) ............. ............................... 10
3.1 EXISTING CONDITIONS SURVEY ........................................................... ...............................
10
3.2 CHANNEL CLASSIFICATION AND MORPHOLOGY ................................... ...............................
10
3.3 CHANNEL EVOLUTION .......................................................................... ...............................
13
3.4 VALLEY CLASSIFICATION ..................................................................... ...............................
13
3.5 DISCHARGE .......................................................................................... ...............................
13
3.6 CHANNEL STABILITY ASSESSMENT ........................................................ .............................13
3.6.1 Stream Power ......................................................................... ...............................
13
3.6.2 Shear Stress ............................................................................ ...............................
14
3.6.3 Stream Power and Shear Stress Methods and Results ........... ...............................
15
3.7 BANKFULL VERIFICATION .................................................................... ...............................
17
4.0 REFERENCE STREAMS ...................................................................... .............................18
4.1 CHANNEL CLASSIFICATION .................................................................. ............................... 18
4.2 DISCHARGE .......................................................................................... ............................... 19
4.3 CHANNEL MORPHOLOGY ..................................................................... ............................... 19
5.0 PROJECT SITE WETLANDS (EXISTING CONDITIONS) ............ .............................19
5.1 EXISTING JURISDICTIONAL WETLANDS ................................................ ............................... 19
5.2 HYDROLOGICAL CHARACTERIZATION .................................................. ............................... 19
5.3 SOIL CHARACTERIZATION .................................................................... ............................... 20
5.3.1 Taxonomic Classification .......................................................... ............................... 20
5.3.2 Profile Description .................................................................... ............................... 20
5.4 PLANT COMMUNITY CHARACTERIZATION ............................................ ............................... 20
6.0 REFERENCE FOREST ECOSYSTEM ............................................. ............................... 20
Mitigation Plan (Contract No. 5791) Table of Contents page i
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

7.0 PROJECT SITE RESTORATION PLAN ......................................... ............................... 21
7.1 RESTORATION PROJECT GOALS AND OBJECTIVES ................................ ............................... 21
7.2 STREAM DESIGN ................................................................................... ............................... 23
7.2.1 Designed Channel Classification .............................................. ............................... 23
7.2.2 Target Wetland Communities /Buffer Communities ................. ............................... 23
7.3 STREAM RESTORATION ........................................................................ ............................... 24
7.4 STREAM ENHANCEMENT LEVEL II) ..................................................... ............................... 25
7.5 SEDIMENT TRANSPORT ANALYSIS ........................................................ ............................... 25
7.6 HEC RAS ANALYSIS ........................................................................... ............................... 26
7.7 HYDROLOGICAL MODIFICATIONS WETLAND RE- ESTABLISHMENT AND ENHANCEMENT)
. 26
7.8 SOIL RESTORATION .............................................................................. ............................... 26
7.9 NATURAL PLANT COMMUNITY RESTORATION ..................................... ............................... 27
7.9.1 Planting Plan ............................................................................. ............................... 27
7.9.2 Nuisance Species Management ................................................. ............................... 27
8.0 PERFORMANCE CRITERIA ............................................................ ............................... 29
8.1 STREAMS .............................................................................................. ...............................
29
8. 1.1 Stream Success Criteria ............................................................. ...............................
29
8.1.2 Stream Contingency .................................................................. ...............................
30
8.2 WETLANDS ............................................................................................. .............................31
8.2.1 Wetland Success Criteria .......................................................... ...............................
31
8.2.2 Wetland Contingency ................................................................ ...............................
32
8.3 VEGETATION ........................................................................................ ...............................
32
8.3.1 Vegetation Success Criteria ...................................................... ...............................
33
8.3.2 Vegetation Contingency ............................................................ ...............................
33
9.0 MAINTENANCE PLAN ...................................................................... ...............................
33
10.0 LONG -TERM MANAGEMENT PLAN .......................................... ............................... 33
11.0 ADAPTIVE MANAGEMENT PLAN ............................................... ............................... 34
12.0 FINANCIAL ASSURANCES ............................................................ ............................... 34
13.0 CREDIT RELEASE SCHEDULE .................................................... ............................... 37
14.0 REFERENCES ...................................................................................... .............................39
Mitigation Plan (Contract No. 5791) Table of Contents page ii
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

TABLES
Table 1.
Project Components and Mitigation Credits ..................................... ............................... 2
Table 2.
Project Activity and Reporting History ............................................ ............................... 4
Table 3.
Project Contacts Table ...................................................................... ............................... 4
Table 4.
Project Attribute Table ...................................................................... ............................... 4
Table5.
Site Soils ........................................................................................... ............................... 7
Table 6.
Morphological Stream Characteristics ............................................ ...............................
11
Table 7.
Stream Power (92) and Shear Stress (i) Values .............................. ...............................
16
Table 8.
Reference Reach Bankfull Discharge Analysis .............................. ...............................
17
Table 9.
Reference Forest Ecosystem ........................................................... ...............................
21
Table 10.
Project Goals and Objectives ........................................................ ...............................
22
Table11.
Planting Plan ................................................................................. ...............................
28
Table 12.
Stream Goals and Success Criteria ............................................... ...............................
30
Table 13.
Wetland Goals and Success Criteria ............................................. ...............................
32
Table 14.
Site Maintenance Plan .................................................................. ...............................
33
APPENDICES
Appendix A. Figures
Figure 1. Project Location
Figure 2. Hydrologic Unit Map
Figure 3. Topography and Drainage Area
Figure 4. Existing Conditions
Figure 5A. Cedarock Reference Drainage Area
Figure 5B. Cedarock Reference Existing Conditions
Figure 5C. Cedarock Reference Reach Dimension, Pattern, and Profile
Figures 6A -C. Restoration Plan
Figure 7. Proposed Dimension, Pattern, and Profile
Figures 8A -13. Typical Structure Details
Figure 9. Planting Plan
Figure 10. Monitoring Plan
Appendix B. Existing Stream Data
Figure B 1. Cross - section Locations
Existing Stream Data
Appendix C. Flood Frequency Analysis Data
Appendix D. Jurisdictional Determination Information
Appendix E. Categorical Exclusion Document
Appendix F. NCEEP Floodplain Requirements Checklist/HEC RAS Output
Mitigation Plan (Contract No. 5791) Table of Contents page iii
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

1.0 PROJECT SITE IDENTIFICATION AND LOCATION
The Aycock Springs Stream and Wetland Mitigation Site (Site) is located approximately 1.5
miles north of Elon and Gibsonville in western Alamance County (Figure 1, Appendix A). The
Site encompasses approximately 13 acres of agricultural land used for livestock grazing, hay
production, and timber harvest. Within the Site, existing streams have been cleared, trampled by
livestock, eroded vertically and laterally, and receive extensive sediment and nutrient inputs from
livestock and timber harvest activities. Stream impacts in Travis Creek have also occurred due
to a breached dam that impounds water during storm events. In addition, streamside wetlands
have been drained by channel incision, soil compaction, the loss of forest vegetation, and land
uses.
1.1 Directions to Project Site
Directions to the Site from Interstate 40/85 in Burlington/Elon, North Carolina.
➢ Exit onto University Drive (I -40/85 Exit 140) and travel north towards Elon,
➢ Travel north for 2.8 miles and merge with NC 100,
➢ Continue on University Drive (NC 100) for 0.5 mile and turn left onto Manning Street
(SR 1503),
➢ Travel northwest for 0.8 mile and turn right onto Gibsonville - Ossipee Road (SR 1500),
➢ Travel north for 0.7 mile and Site is on the right.
o Site Latitude, Longitude
36.127271 °N, 79.525214 °W (NAD83/WGS84)
1.2 USGS Hydrologic Unit Code and NCDWR River Basin Designation
The Site is located within the Cape Fear River Basin in 14 -digit United States Geological Survey
(USGS) Cataloging Unit and Targeted Local Watershed 03030002030010 of the South
Atlantic /Gulf Region (North Carolina Division of Water Resources [ NCDWR], formerly the
North Carolina Division of Water Quality subbasin number 03- 06 -02) [Figure 2, Appendix A]).
Topographic features of the Site include Travis Creek, which has been assigned Stream Index
Number 16 -12 and a Best Usage Classification of WS -V, NSW ( NCDWR 2013).
1.3 Project Components and Structure
Proposed restoration activities include the construction of meandering, E/C -type stream channel
resulting in 3357 linear feet of Priority I and II stream restoration, 677 linear feet of stream
enhancement (Level II), 0.5 acres of riparian wetland re- establishment, and 1.5 acres of riparian
wetland enhancement (Table 1).
Completed project activities, reporting history, completion dates, project contacts, and
background information are summarized in Tables 2 -4.
Mitigation Plan (Contract No. 5791) page 1
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

Table 1. Project Components and Mitigation Credits
Aycock Springs Restoration Site
Mitigation Credits
Stream
Stream
Riparian Wetland
Restoration
Enhancement
Re- establishment
3316
271
0.5
Protects Components
Existing Linear
Priority
Restoration/
Restoration
Mitigation
Mitigation
Station Range
Footage/
Approach
Restoration
Linear Footage/
Ratio
Credits
Acreage
Equivalent
Acreage
UT 1 Station 00 +06 to 13 +21
1173
PI
Restoration
1315 -24=
1291
1:1
1291
UT 2 Station 00 +00 to 06 +75
723
PI
Restoration
675
1:1
675
UT 3 Station 00 +00 to 01 +22
147
PI
Restoration
122
1.5:1
81
UT 3 Station 01 +22 to 02 +12
16
PI
Restoration
90
1:1
90
UT 4 Station 00 +00 to 04 +13
448
PI
Restoration
413067
1:1
306
Travis Creek
578
Ell
578
2.5:1
231
Station 00 +00 to 05 +78
Travis Creek
274
PII
Restoration
209
1:1
209
Station 05 +78 to 07 +87
Travis Creek
Station 07 +87 to 08 +86
99
EII
99
2.5:1
40
Travis Creek
Station 13 +71 to 20 +35
936
PI
Restoration
664
1:1
664
Mitigation Plan (Contract No. 5791)
Aycock Springs Stream and Wetland Restoration Site
Alamance County, North Carolina
Nonriparian Wetland
Re- establishment
Comment
241f of UT 1 is located outside of
easement and is not credit generating
* ** The upper 122 linear feet of
channel is in a violation area and is
generating credit at a reduced ratio of
1.5:1
* ** *The upper 107 linear feet of
channel is in a violation area and is not
credit generating
page 2
Restoration Systems, LLC

Table 1. Project Components and Mitigation Credits (continued)
Aycock Springs Restoration Site
Restoration Level
Restoration
Enhancement (Level 1)
Enhancement (Level II)
Enhancement
Totals
Stream (linear footage)
3357*
677
4034
Component Summation
Riparian Wetland (acreage)
0.5
1.5 **
Nonriparian Wetland (acreage)
Mitigation Units 3587 SMUs 0.5 Riparian WMUs 0.00 Nonriparian WMUs
*An additional 165 linear feet of stream restoration is proposed outside of the easement and is therefore not included in this total or in mitigation credit
calculations.
* *Wetland enhancement acreage is not included in mitigation credit calculations as per RFP 16- 005568 requirements.
** *Prior to Site selection, the landowner received a violation for riparian buffer impacts due to clearing of trees adjacent to streams draining to Jordan
Lake (NOV- 2013 -BV- 0001). As a result of this violation, the upper 122 linear feet of UT 3 has a reduced credit ratio of 1.5:1. On -site visits
conducted with USACE representatives determined that the functional uplift of project restoration to UT 3 would be satisfactory to generate credit at
this ratio.
* * ** Prior to Site selection, the landowner received a violation for unauthorized discharge of fill material into Waters of the United States. Fill resulted
from unpermitted upgrades to a farm pond dam, including widening the dam footprint, dredging stream channel, and casting spoil material adjacent to
the stream channel on jurisdictional wetlands. Prior to restoration activities the landowner was required to obtain an after - the -fact permit to resolve the
violations of Section 301 of the Clean Water Act (Action ID:SAW- 2014 - 00665). In addition, stream reaches and wetland areas associated with the
violation area have been removed from credit generation (see Figure 6A [Appendix A] — UT 4 begins credit generation at Station 01 +07).
Mitigation Plan (Contract No. 5791) page 3
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

Table 2. Project Activity and Reporting History
Aycock Springs Restoration Site
Activity or Deliverable
Technical Proposal (RFP No. 16- 005568)
EEP Contract No. 5791
Mitigation Plan
Construction Plans
Table 3. Project Contacts Table
Aycock Springs Restoration Site
Full Delivery Provider
Designer
Table 4. Project Attribute Table
Aycock Springs Restoration Site
Data
Collection
Complete
October 2014
Restoration Systems
1101 Haynes Street, Suite 211
Raleigh, North Carolina 27604
Worth Creech
919- 755 -9490
Axiom Environmental, Inc.
218 Snow Avenue
Raleigh, NC 27603
Grant Lewis
919 - 215 -1693
Completion
or Delivery
October 2013
February 2014
May 2015
Mitigation Plan (Contract No. 5791)
Aycock Springs Stream and Wetland Restoration Site
Alamance County, North Carolina
page 4
Restoration Systems, LLC
Pro ect Information
Project Name
1 Aycock Springs Restoration Site
Project County
Alamance County, North Carolina
Project Area (acres)
15
Project Coordinates (latitude & latitude)
36.127271 0N, 79.525214 °W
Project Watershed Summary Information
Physiographic Province
Piedmont
Project River Basin
Cape Fear
USGS HUC for Project (14- digit)
03030002030010
NCDWQ Sub -basin for Project
03 -06 -02
Project Drainage Area (acres)
26 -3008
Project Drainage Area Percentage
of <2%
Impervious Area
Mitigation Plan (Contract No. 5791)
Aycock Springs Stream and Wetland Restoration Site
Alamance County, North Carolina
page 4
Restoration Systems, LLC

Table 4. Project Attribute Table (continued)
Aycock Springs Restoration Site
Reach Summary Information
Parameters Travis Cr UT 11UT2 UT 3
Length of reach (linear feet) 1550 1966 212
Valley Classification
Drainage Area (acres)
NCDWQ Stream ID Score
NCDWR Water Quality Classification
Existing Morphological Description (Rosgen 1996)
Existing Evolutionary Stage (Simon and Hupp 1986)
Underlying Mapped Soils
Drainage Class
Hydric Soil Status
Slope
FEMA Classification
Native Vegetation Community
Watershed Land Use /Land Cover (Site)
alluvial
UT 4
413
3008 68 26 119
-- 30.75/25.5 26.75 27.5
WS -V, NSW
C 5/6 -, Eg 5 -, and Fc 5 -type
IV r IV I III I III
Cecil, Helena, Mixed Alluvial Land, Severely
Gullied Land, Worsham
Well- drained, moderately well - drained, poorly
drained, variable, poorly drained
Nonhydric and Hydric
0.0023 0.0249 1 0.0153 1 0.0093
AE Special Hazard Flood Area
Piedmont Alluvial Forest /Dry -Mesic Oak - Hickory
Forest
42% forest, 53% agricultural land, <5% low
density residential /impervious surface
Watershed Land Use/Land Cover (Cedarock
65% forest, 30% agricultural land, <5% low
Reference Channel)
density residential /impervious surface
Percent Composition of Exotic Invasive Vegetation
< 5%
Wetland Summary Information
Parameters
Wetlands
Wetland acreage
1.6
Wetland Type
Riparian
Mapped Soil Series
Worsham and Mixed Alluvial Land
Drainage Class
Poorly drained
Hydric Soil Status
Hydric
Source of Hydrology
Groundwater, stream overbank
Hydrologic Impairment
Incised streams, compacted soils, livestock
Native Vegetation Community
Piedmont /Low Mountain Alluvial Forest
Percent Composition of Exotic Invasive Vegetation
<5%
Regulatory Considerations
Regulation
Waters of the United States - Section 401
Waters of the United States - Section 404
Endangered Species Act
Historic Preservation Act
Coastal Zone Management Act
FEMA Floodplain Compliance
Essential Fisheries Habitat
Mitigation Plan (Contract No. 5791)
Aycock Springs Stream and Wetland Restoration Site
Alamance County, North Carolina
Applicable?
Resolved?
Supporting
Documentation
Yes
In progress
JD Package (App D)
Yes
In progress
JD Package (App D)
No
--
CE Doc. (App E)
No
--
CE Doc. (App E)
No
--
NA
Yes
In progress
Appendix F
No
--
NA
page 5
Restoration Systems, LLC

2.0 WATERSHED CHARACTERIZATION
2.1 Drainage Area
The Site provides water quality function to a 0.11- square mile (68 -acre) watershed at the Site
outfall of UT1 and a 4.7- square mile (3008 -acre) watershed at the Site outfall of Travis Creek
(Figure 3, Appendix A). The Site drainage area is primarily composed of agricultural pasture,
with sparse residential areas along state maintained roads, and forest land in the upper
headwaters. Immediately west of the Site is a large tract associated with Guilford County open
space (Figure 3, Appendix A). In addition, this property was identified in the Little Alamance,
Travis, & Tickle Creek Watersheds Restoration Plan (PTCOG 2008) as Travis & Tickle Site 3.1.
The property was identified based on a need for wetland restoration and stream bank
enhancement /conservation.
2.2 Surface Water Classification/Water Quality
The Site is located within the Cape Fear River Basin in 14 -digit USGS Cataloging Unit and
Targeted Local Watershed 03030002030010 of the South Atlantic /Gulf Region ( NCDWR
subbasin number 03- 06 -02) (Figure 2, Appendix A). Topographic features of the Site include
Travis Creek, which has been assigned Stream Index Number 16 -12 and a Best Usage
Classification of WS -V, NSW ( NCDWR 2013). Streams with a designation of WS -V are
protected as water supplies which are generally upstream and draining to Class WS -IV waters,
waters used by industry to supply their employees with drinking water, or as waters formerly
used as water supply. These waters are also protected for Class C uses, such as aquatic life
propagation and survival, fishing, wildlife, secondary recreation, and agriculture. Secondary
recreation includes wading, boating, and other uses not involving human body contact with
waters on an organized or frequent basis. The designation NSW (Nutrient Sensitive Waters)
includes areas with water quality problems associated with excessive plant growth resulting from
nutrient enrichment.
The North Carolina Department of Environment and Natural Resources ( NCDENR) has
assembled a list of impaired waterbodies according to the Clean Water Act Section 303(d) and
40 CFR 130.7, which is a comprehensive public accounting of all impaired waterbodies. An
impaired waterbody is one that does not meet water quality standards including designated uses,
numeric and narrative criteria, and anti - degradation requirements defined in 40 CFR 131. Travis
Creek is listed on the NCDENR draft 2014 and final 2012 303(d) lists for reduced
ecological/biological integrity ( NCDENR 2013, NCDENR 2014).
2.3 Physiography, Geology, and Soils
The Site is located in the Southern Outer Piedmont portion of the Piedmont Ecoregion of North
Carolina within USGS Cataloging Unit 03030002 ( NCDWR subbasin number 03- 06 -02) of the
Cape Fear River Basin. Regional physiography is characterized by dissected irregular plains,
some low rounded hills and ridges; low to moderate gradient streams with mostly cobble, gravel,
and sandy substrates (Griffith et al. 2002). Onsite elevations range from a high of 630 feet
National Geodetic Vertical Datum (NGVD) at the upper reaches of UT1 to a low of
approximately 600 feet NGVD at the Site outfall (USGS Ossipee, North Carolina 7.5- minute
topographic quadrangle) (Figure 3, Appendix A).
Mitigation Plan (Contract No. 5791) page 6
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

Geology of the Site includes intrusive rock of the Raleigh Belt. Intrusive rocks include
metamorphosed granitic rock which is megacrystic, well - foliated and locally contains
hornblende (NCGS 1985). Rock outcrops at the Site were surveyed and depicted on mapping as
avoidance areas for channel excavation. In addition, bedrock outcrops in the channels were
mapped and have been incorporated into the design channel as natural grade control.
Site soils are depicted on Figure 4 (Appendix A) and are summarized below.
Table 5. Site Soils
Aycock Springs Restoration Site
Soil Series
Hydric
Status
Description
The Cecil series consists of very deep, well - drained,
Cecil fine sandy loam
moderately permeable soils on ridges and side slopes of the
(CbC2)
Nonhydric
Piedmont uplands. They formed in residuum weathered from
felsic, igneous and high -grade metamorphic rocks of the
Piedmont uplands. Slopes range from 0 to 25 percent.
Helena clay loam
This series consists of moderately well- drained soils in ridges
(HaC3)
and hill slopes from toe slope to summits and heads of drains.
and
Nonhydric
They formed in residuum from granite and gneiss cut by
Helena coarse sandy
dykes of gabbro and diorite. Slopes range from 0 to 15
loam (HbB2)
percent.
This soil series consists of poorly - drained soils found on
Mixed Alluvial Land
Hydric
bottoms and along streams. This soil series is derived from
(Mc)
material deposited by streams carried from uplands. This
land is generally characterized by a high water table.
Severely Gullied Land
This series consists of mixed soils that have been severely
(Sa)
Nonhydric
eroded. In some instances all horizons have been removed
exposing bedrock or parent material.
This series consists of poorly drained soils found on 2 -6
Worsham sandy loam
Hy dric
percent slopes and in low wet depressions. They are derived
(Wd)
from colluvium and alluvial materials primarily of the slate
belt. These soils are widespread throughout the county.
2.4 Protected Species
Plants and animals with federal classifications of Endangered, Threatened, Proposed
Endangered, and Proposed Threatened are protected under provisions of Sections 7 and 9 of the
Endangered Species Act of 1973, as amended.
Based on the most recently updated county -by- county database of federally listed species in
North Carolina as posted by the United States Fish and Wildlife Service (USFWS) at
http: / /www.fws.gov/ southeast /es /county %201ists.htm, no federally protected species are listed
for Alamance County.
2.5 Cultural Resources
The term "cultural resources" refers to prehistoric or historic archaeological sites, structures, or
artifact deposits over 50 years old. "Significant" cultural resources are those that are eligible or
Mitigation Plan (Contract No. 5791) page 7
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

potentially eligible for inclusion in the National Register of Historic Places. Evaluations of Site
significance are made with reference to the eligibility criteria of the National Register (36 CFR
60) and in consultation with the North Carolina State Historic Preservation Office (SHPO).
In a letter dated March 20, 2014, SHPO indicated they "conducted a review of the project and
are aware of no historic resources which would be affected by the project. Therefore, we have
no comment on the project as proposed." A copy of the letter is included in the Categorical
Exclusion document in Appendix E.
2.6 Potential Constraints
The presence of conditions or characteristics that have the potential to hinder restoration
activities within the Site were evaluated. The evaluation focused primarily on the presence of
hazardous materials, utilities and restrictive easements, rare /threatened/endangered species or
critical habitats, and the potential for hydrologic trespass. Existing information regarding
constraints was acquired and reviewed. In addition, any Site conditions that have the potential to
restrict the proposed restoration design and implementation were documented during the field
investigation.
No constraints that may hinder restoration activities have been identified for this Site.
2.6.1 Property Ownership and Boundary
The property is held by Gary Oakley. A perpetual conservation easement will be prepared that
incorporates the results of this study. The conservation easement will be depicted on a
recordable map, signed by the owner, and recorded in Alamance County.
2.6.2 Site Access
The Site is accessed from Amick Road (SR 1549) for proposed restoration work on UT 1 and UT
2, or from Gibsonville - Ossipee Road (SR 1500) for proposed restoration work on UT 3, UT 4,
and Travis Creek. An access easement to the conservation easement will be obtained and
recorded in Alamance County.
2.6.3 Utilities
Utilities are not located within the vicinity of the project and are therefore not considered a
constraint for this project.
2.6.4 FEMA/Hydrologic Trespass
Surface drainage on the Site and surrounding areas have been analyzed to predict the feasibility
of manipulating existing surface drainage patterns without adverse effects to the Site or adjacent
properties. The following presents a summary of hydrologic and hydraulic analyses along with
provisions designed to maximize groundwater recharge and wetland re- establishment while
reducing potential impacts to adjacent properties.
Two HEC -RAS models were prepared for this project; a bed shear stress model and a FEMA
model. The bed shear stress model is highly detailed with cross sections every 50 to 150 feet in
the project area. The purpose of this analysis is to predict flood elevations and bed shear stress
Mitigation Plan (Contract No. 5791) page 8
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

for the bankfull, 2 -times bankfull, 2 -year, 5 -year, 10 -year, and 100 -year return period storms
under both the existing conditions and the proposed post- restoration conditions. This model is
not calibrated to analyze FEMA flood elevations and hydraulic trespass. The comparative flood
elevations were evaluated using simulated peak flood discharges generated with the NRCS TR-
55 method and regional regression curves. The FEMA model contains cross sections spaced
100' -500' apart over a larger portion of the studied stream and has been calibrated to analyze
FEMA flood elevations. The purpose of this analysis is to predict changes in FEMA flood
elevations between the existing conditions and the proposed post- restoration conditions that
would result in hydraulic trespass. The comparative flood elevations were provided in the
FEMA FIS report for Alamance County dated September 6, 2006.
The existing river geometry was digitized from a DTM (digital terrain model) surface, prepared
by a professional surveyor, using Microstation Geopak software. Cross sections were cut using
Geopak at strategic locations with the intent to generate the most accurate and useful model
output as reasonably possible. Existing cross sections were cut using the DTM and adjusted
where necessary based on field- collected data. Proposed post- restoration sections were cut using
the existing cross sections and a proposed typical stream section and profile, with some slight
adjustments made for realistic constructability. These cross sections were then imported into
HEC-RAS.
Watershed measurements and land use estimates were made using the existing DEM (digital
elevation model) data and aerial photography. Observations of the existing hydraulic and
hydrographic characteristics were incorporated into the model, and adjustments were made to the
model where necessary based on engineering judgment.
Analysis of the FEMA model indicates that FEMA 100 -year flood elevations will not increase
due to the proposed stream and wetland restoration design and no additional hydraulic trespass
will occur compared to existing conditions (HEC RAS data and output are included in Appendix
F). A maximum decrease in FEMA 100 -year flood elevation of 0.20 feet is expected within the
project vicinity. The decrease in flood elevation, along with a change in the location of the
floodway indicates a Conditional Letter of Map Revision ( CLOMR) may be needed for the Site.
The CLOMR will be completed at the discretion of the local Floodplain Administrator.
Coordination with FEMA representatives (see EEP Floodplain Requirement Checklist in
Appendix F) has been initiated.
Inspection of the FEMA Flood Insurance Rate Map 3710884600K, effective June 18, 2007,
indicates that Travis Creek is located within a Zone AE flood area. In addition, Site UT's are
located within a Special Flood Hazard Area (SFHA) and are backwater only. There are no
FEMA models for these UTs have not been studied individually, so comparative models for
these reaches are not necessary.
The CLOMR will include written documentation of modeling, preparation of topographic work
maps, annotated FIRM or Floodway Maps, FIRM Flood Profiles and Data Tables. The CLOMR
will be sent to Alamance County for approval and signature, and then the CLOMR will be sent to
FEMA for review and approval. The CLOMR approval process is expected to take 3 -6 months.
The CLOMR should be prepared, submitted, and approved prior to construction. A requirement
Mitigation Plan (Contract No. 5791) page 9
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

of the CLOMR is to prepare and submit a Letter of Map Revision (LOMR) once construction is
complete.
3.0 PROJECT SITE STREAMS (EXISTING CONDITIONS)
Streams targeted for restoration include UTs to Travis Creek (UTs 1 -4) and Travis Creek proper.
The UTs have been cleared, dredged of cobble substrate, trampled by livestock, eroded vertically
and laterally, and receive extensive sediment and nutrient inputs from livestock. Approximately
95 percent of the existing UT stream channels have been degraded contributing to sediment
export from the Site. In addition, streamside wetlands have been cleared and drained by channel
downcutting and land uses.
Travis Creek is targeted for restoration in two outer bends that are characterized by excessive
shear and tight meander radii, as well as the downstream reach which historically was
impounded by an agricultural dam. The dam has been breached and a channel has scoured
sediment from the historic impoundment; however, the breach is small enough to impede
stormwater pulses, resulting in hydrologic stacking of water upstream from the breach area.
Approximately 30 percent of the existing Travis Creek stream channel has been degraded from
vegetative clearing, erosion of channel banks, and impediment of stormwater flows.
Current Site conditions have resulted in degraded water quality, a loss of aquatic habitat, reduced
nutrient and sediment retention, and unstable channel characteristics (loss of horizontal flow
vectors that maintain pools and an increase in erosive forces to channel bed and banks). Site
restoration activities will restore riffle -pool morphology, aid in energy dissipation, increase
aquatic habitat, stabilize channel banks, and greatly reduce sediment loss from channel banks.
3.1 Existing Conditions Survey
Site stream dimension, pattern, and profile were measured to characterize existing channel
conditions. Locations of existing stream reaches are depicted in Figure 4 (Appendix A) and
cross - section locations are depicted in Figure B 1 (Appendix B). Stream geometry measurements
under existing conditions are summarized in Table 6 (Morphological Stream Characteristics).
3.2 Channel Classification and Morphology
Stream geometry and substrate data have been evaluated to classify existing stream conditions
based on a classification utilizing fluvial geomorphic principles (Rosgen 1996). This
classification stratifies streams into comparable groups based on pattern, dimension, profile, and
substrate characteristics. Primary components of the classification include degree of
entrenchment, width -depth ratio, sinuosity, channel slope, and stream substrate composition.
Existing Site reaches are classified as unstable Cg -type, Eg -type, and Fc -type streams with little
to no sinuosity. Each stream type is modified by a number 1 through 6 (e. g., E5), denoting a
stream type which supports a substrate dominated by 1) bedrock, 2) boulders, 3) cobble, 4)
gravel, 5) sand, or 6) silt /clay. Existing Site reaches are characterized by sand and silt substrate
as the result of channel impacts including livestock trampling, channel straightening, and riparian
vegetation removal. Substrate will be used in the restored stream channel to mimic relatively
undisturbed reaches near the Site, which are comprised of gravel /cobble substrate.
Mitigation Plan (Contract No. 5791) page 10
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

Table 6. Morphological Stream Characteristics
Page 1
Mitigation Plan (Contract No. 5791) page 11
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

Table 6. Morphological Stream Characteristics
Page 2
Mitigation Plan (Contract No. 5791) page 12
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

3.3 Channel Evolution
Typically, in the Piedmont of North Carolina, bed and bank erosion leads to channel downcutting
and evolution from a stable E -type channel into a G -type (gully) channel. Continued erosion
eventually results in lateral extension of the G -type channel into an F -type (widened gully)
channel. The F -type channel will continue to widen laterally until the channel is wide enough to
support a stable C -type or E -type channel at a lower elevation so that the original floodplain is no
longer subject to regular flooding.
Site UT's are subject to extensive trampling by livestock with little, to no deep rooted vegetation
adjacent to the channels. Trampling has resulted in bank sloughing, shallowing and widening of
the channels, and filling of the channels with unconsolidated sediment. This results in a channel
that is not subject to extensive scour, or erosion and a classification as a degraded (Class III)
channel. Other reaches are subject to bed erosion for short sections from channel instability.
These reaches are classified as degraded and widened (Class IV) channels (Simon and Hupp
1986).
3.4 Valley Classification
The Site is located within the alluvial valley of Travis Creek with an average 250 -foot floodplain
valley width. The slopes descending to Travis Creek are dissected by smaller alluvial valleys
with floodplains ranging from approximately 40 to 150 feet. Valley slopes are typical for the
Piedmont region and range from 0.0024 for Travis Creek up to 0.0368 in the upper reaches of
UT 1. Typical streams in this region include C- and E -type streams with slightly entrenched,
meandering channels with a riffle -pool sequence. Steeper sections of the Site are characterized
by short isolated lengths of Eb -type step -pool channels.
3.5 Discharge
This hydrophysiographic region is characterized by moderate rainfall with precipitation
averaging approximately 40 -50 inches per year (USDA 1960). Drainage basin sizes range from
0.04- square mile for UT 2 to 4.7- square miles for Travis Creek at the Site outfall.
The Site's discharge is dominated by a combination of upstream basin catchment, groundwater
flow, and precipitation. Based on regional curves (Harman et al. 1999), the bankfull discharge
for a 0.04- square mile watershed and a 4.7- square mile watershed is expected to average 8.7
cubic feet per second and 272 cubic feet per second, respectively. Bankfull discharge is
expected to occur on average once per year.
3.6 Channel Stability Assessment
3.6.1 Stream Power
Stability of a stream refers to its ability to adjust itself to inflowing water and sediment load.
One form of instability occurs when a stream is unable to transport its sediment load, leading to
aggradation, or deposition of sediment onto the stream bed. Conversely, when the ability of the
stream to transport sediment exceeds the availability of sediments entering a reach, and/or
stability thresholds for materials forming the channel boundary are exceeded, erosion or
degradation occurs.
Mitigation Plan (Contract No. 5791) page 13
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

Stream power is the measure of a stream's capacity to move sediment over time. Stream power
can be used to evaluate the longitudinal profile, channel pattern, bed form, and sediment
transport of streams. Stream power may be measured over a stream reach (total stream power)
or per unit of channel bed area. The total stream power equation is defined as:
Q = PgQs
where Q = total stream power (ft- lb /s -ft), p = density of water (lb /ft3), g = gravitational
acceleration (ft /s2), Q = discharge (ft3 /sec), and s = energy slope (ft /ft). The specific weight of
water (y = 62.4 lb /ft3) is equal to the product of water density and gravitational acceleration, pg.
A general evaluation of power for a particular reach can be calculated using bankfull discharge
and water surface slope for the reach. As slopes become steeper and/or velocities increase,
stream power increases and more energy is available for reworking channel materials.
Straightening and clearing channels increases slope and velocity and thus stream power.
Alterations to the stream channel may conversely decrease stream power. In particular, over -
widening of a channel will dissipate energy of flow over a larger area. This process will
decrease stream power, allowing sediment to fall out of the water column, possibly leading to
aggradation of the stream bed.
The relationship between a channel and its floodplain is also important in determining stream
power. Streams that remain within their banks at high flows tend to have higher stream power
and relatively coarser bed materials. In comparison, streams that flood over their banks onto
adjacent floodplains have lower stream power, transport finer sediments, and are more stable.
Stream power assessments can be useful in evaluating sediment discharge within a stream and
the deposition or erosion of sediments from the stream bed.
3.6.2 Shear Stress
Shear stress, expressed as force per unit area, is a measure of the frictional force that flowing
water exerts on a streambed. Shear stress and sediment entrainment are affected by sediment
supply (size and amount), energy distribution within the channel, and frictional resistance of the
stream bed and bank on water within the channel. These variables ultimately determine the
ability of a stream to efficiently transport bedload and suspended sediment.
For flow that is steady and uniform, the average boundary shear stress exerted by water on the
bed is defined as follows:
i =yRs
where ti = shear stress (lb/ft2), y = specific weight of water, R = hydraulic radius (ft), and s = the
energy slope (ft /ft). Shear stress calculated in this way is a spatial average and does not
necessarily provide a good estimate of bed shear at any particular point. Adjustments to account
for local variability and instantaneous values higher than the mean value can be applied based on
channel form and irregularity. For a straight channel, the maximum shear stress can be assumed
from the following equation:
Mitigation Plan (Contract No. 5791) page 14
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

imax 1.5-c
for sinuous channels, the maximum shear stress can be determined as a function of plan form
characteristics:
-cmax = 2.65 -c(Rc /Wbkf) -0.5
where Re = radius of curvature (ft) and Wbkf = bankf ill width (ft).
Shear stress represents a difficult variable to predict due to variability of channel slope,
dimension, and pattern. Typically, as valley slope decreases channel depth and sinuosity
increase to maintain adequate shear stress values for bedload transport. Channels that have
higher shear stress values than required for bedload transport will scour bed and bank materials,
resulting in channel degradation. Channels with lower shear stress values than needed for
bedload transport will deposit sediment, resulting in channel aggradation.
The actual amount of work accomplished by a stream per unit of bed area depends on the
available power divided by the resistance offered by the channel sediments, plan form, and
vegetation. The stream power equation can thus be written as follows:
0) = PgQs = tiv
where co = stream power per unit of bed area (N /ft -sec, Joules /sec /ft2), i = shear stress, and v =
average velocity (ft /sec). Similarly,
co = Q /Wbkf
where Wbkf = width of stream at bankfull (ft).
3.6.3 Stream Power and Shear Stress Methods and Results
Channel degradation or aggradation occurs when hydraulic forces exceed or do not approach the
resisting forces in the channel. The amount of degradation or aggradation is a function of
relative magnitude of these forces over time. The interaction of flow within the boundary of
open channels is only imperfectly understood. Adequate analytical expressions describing this
interaction have yet to be developed for conditions in natural channels. Thus, means of
characterizing these processes rely heavily upon empirical formulas.
Traditional approaches for characterizing stability can be placed in one of two categories: 1)
maximum permissible velocity and 2) tractive force, or stream power and shear stress. The
former is advantageous in that velocity can be measured directly. Shear stress and stream power
cannot be measured directly and must be computed from various flow parameters. However,
stream power and shear stress are generally better measures of fluid force on the channel
boundary than velocity.
Mitigation Plan (Contract No. 5791) page 15
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

Using these equations, stream power and shear stress were estimated for 1) existing degraded
reaches, 2) reference reaches, and 3) proposed Site conditions. Important input values and
output results (including stream power, shear stress, and per unit shear power and shear stress)
are presented in Table 7. Average stream velocity and discharge values were calculated for the
existing Site stream reaches, reference reach, and proposed conditions.
Table 7. Stream Power (Q) and Shear Stress (ti) Values
7.12
0.44
Water Total
10.7
1.87
surface Stream
0.76
Discharge
Slope Power
1.75
(ft3 /s)
(ft /ft) (n) f2/W
1.42
1.53
Existing Conditions
UT 1/2
16.3
0.0249 25.33 3.78
UT 3
7.8
0.0153 7.45 1.65
UT 4
24.2
0.0093 14.04 1.69
Travis Creek
245.1
0.0023 35.18 0.85
1.04
0.41
Reference Conditions
Reference Reach - Cedarock
3.79
31.3
0.0258
50.39
6.22
Reference Cripple Creek
1.30
22.6
0.005
7.05
1.53
1.11
0.37
Proposed Conditions
UTs 1, 2, 3
16.3
0.0231 23.5 3.01
UT 4
24.2
0.0093 14.04 1.49
Travis Creek
245.1
0.0023 35.18 1.27
Shear
Hydraulic Stress Velocity
Radius (i) (v) i v timax
4.58
7.12
0.44
3.13
10.7
1.87
1.79
0.76
1.35
2.681
1.75
1.02
1.39
1.42
1.53
0.86
0.12
6.48
0.80
0.18
0.82
1.33
3.91
5.19
1.99
0.87
0.27
3.83
1.04
0.41
0.48
0.69
3.79
2.61
1.031
0.58
0.34
3.84
1.30
0.51
1.73
0.25
4.46
1.11
0.37
In order to maintain sediment transport functions of a stable stream system, the proposed channel
should exhibit stream power and shear stress values so the channel is neither aggrading nor
degrading. Results of the analysis indicate the proposed channel reaches are expected to
maintain stream power as a function of width values of approximately 1.27 -3.01 and shear stress
values of approximately 0.25 -0.69 (comparable to that of the Cripple Creek reference reach,
which most closely resembles the Site).
Cedarock reference reach values for stream power and shear stress, as well as valley and water
surface slopes are comparable to values for UT 1, 2, and 3. Cripple Creek reference reach values
for stream power and shear stress are slightly lower due to flatter valley and water surface slopes
and are comparable to values for UT 4.
Existing, preconstruction Site streams are not characterized by excessive scour or erosion, and
impacts are due primarily to removal of stream bed material (reduction in channel roughness)
and livestock trampling. Stream power values of existing streams are not elevated as evidenced
by minimal channel erosion at the Site. Stream power values of existing streams are comparable
to reference reaches, residing between the Cedarock and Cripple Creek. Therefore, proposed
stream power values should not be considerably different from existing values and should remain
between reference reach values. Proposed stream power and shear values provide confirmation
Mitigation Plan (Contract No. 5791) page 16
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

that sediment will be mobilized and transported through the Site without aggradation, or erosion
on proposed stream banks.
Project UTs are headwater systems characterized by forested, or impounded watersheds. These
channels are not expected to be characterized by high sediment supply and based on stream
power and shear stress values in Table 7 the channels will adequately move sediment entering
each reach. Travis Creek is primarily characterized by enhancement Level II measures, with
short sections of restoration. The maintenance of channel dimension and slope are expected to
consistently move sediment that enters the reach.
3.7 Bankfull Verification
Discharge estimates for the Site utilize an assumed definition of "bankfull" and the return
interval associated with that bankf ill discharge. For this study, the bankfull channel is defined
as the channel dimensions designed to support the "channel forming" or "dominant" discharge
(Gordon et al. 1992).
Based on available Piedmont regional curves, the bankfull discharge for the reference reaches
averages approximately 28.8 and 24.8 cubic feet per second (cfs) for Cedarock and Cripple
Creek, respectively (Harmen et al. 1999). The USGS regional regression equation for the
Piedmont region indicates that bankfull discharge for the reference reaches at a 1.3 -1.5 year
return interval average approximately 27 -32 and 10 -15 cfs, respectively (USGS 2006). The
manning formula (Manning's equation) was also utilized to calculate bankfull discharge, which
predicted a discharge of approximately 30.2 and 10.8, which is similar to other methods of
calculating discharge.
Table 8. Reference Reach Bankfull Discharge Analysis
Aycock Springs Restoration Site
Watershed Area
Method (square miles)
Cedarock Reference Reach
Piedmont Regional Curves
(Harman et al. 1999)
Peidmont Regional Regression Model
(USGS 2004)
Field Indicators of Bankfull
Manning's Equation
Piedmont Regional Curves
(Harman et al. 1999)
Peidmont Regional Regression Model
(USGS 2004)
Field Indicators of Bankfull
Manning's Equation
0.2
0.2
0.2
0.2
Cripple Creek Reference Reach
0.17
0.17
0.17
0.17
Return Interval Discharge
(years) (cfs)
1.3 -1.5
1.3 -1.5
1.3 -1.5
1.3 -1.5
1.3 -1.5
1.3 -1.5
1.3 -1.5
1.3 -1.5
28.8
27 -32
31.3
30.2
24.8
10 -15
22.6
10.8
Mitigation Plan (Contract No. 5791) page 17
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

Field indicators of bankfull, primarily topographic breaks identified on the banks, and riffle
cross - sections were utilized to obtain an average bankfull cross - sectional area for the reference
reaches. The Piedmont regional curves were then utilized to plot the watershed area and
discharge for the reference reach cross - sectional area. Field indicators of bankfull approximate
an average discharge of 31.3 and 22.6 cfs, respectively for the reference reaches, which is 109
and 91 percent of that predicted by the regional curves.
Based on the above analysis of methods to determine bankfull discharge, proposed conditions at
the Site will be based on bankfull indicators found on the reference reaches and most importantly
onsite indicators of bankfull. Based on field indicators of bankfull in relatively undisturbed
reaches and the Cripple Creek Reference Reach (91 percent of the curves), which closely
resembles on -Site conditions, the designed onsite channel restoration area will equal
approximately 90 percent of the channel size indicated by Piedmont regional curves. Table 8
summarizes all methods analyzed for estimating bankfull discharge.
4.0 REFERENCE STREAMS
Two reference reaches were identified for the Site. The first reference stream (Cedarock) is
located approximately 5 miles north of the Site in Cedarock Park on an unnamed tributary to
Rock Creek (Figures 2 and 5A -5C, Appendix A). The second reference stream (Cripple Creek)
is located less than 8 miles east of the Site, south of Deep Creek Church Road on unnamed
tributaries to the Haw River (Figure 2, Appendix A). The Cripple Creek reference was measured
in 2009 as a reference reach for the Cripple Creek Stream Mitigation Bank, which is a successful
project through four years of monitoring with no issues. The streams were measured and
classified by stream type (Rosgen 1996).
Travis Creek is primarily proposed for stream enhancement Level II treatments including spot
treatment for bank stabilization. Two reaches of Travis Creek are proposed for restoration, one
is the relief of a tight meander bend encompassing approximately 209 linear feet in length (one
outer bend), and the other includes tying the channel into historic, abandoned channel reaches at
the downstream extent of the project encompassing approximately 664 linear feet (six outer
bends). Reference for Travis Creek includes cross sections along the on -site, enhancement
reaches to determine proposed cross sectional area, pattern, and slope.
4.1 Channel Classification
The reference reaches are both characterized as E -type streams; however, Cedarock is
significantly steeper (Eb -type) and is characterized by moderate sinuosity (1.2). Cripple Creek
has slightly higher sinuosity, due to a lower valley slope. Both channels are dominated by gravel
substrate.
E -type streams are characterized as slightly entrenched, riffle -pool channels exhibiting high
sinuosity (1.3 to greater than 1.5); however, reference streams in the region typically are
characterized by sinuosities slightly lower than 1.3. E -type streams typically exhibit a sequence
of riffles and pools associated with a sinuous flow pattern. In North Carolina, E -type streams
often occur in narrow to wide valleys with well - developed alluvial floodplains. E -type channels
Mitigation Plan (Contract No. 5791) page 18
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

are typically considered stable; however, these streams are sensitive to upstream drainage basin
changes and/or channel disturbance, and may rapidly convert to other stream types.
4.2 Discharge
Based on an analysis of bankf ill discharge, proposed conditions at the Site will be based on 90
percent of Piedmont regional curves (see Section 3.7 Bankfull Verification).
4.3 Channel Morphology
Dimension: Data collected at Cedarock and Cripple Creek indicate bankfull cross - sectional areas
of 8.0 and 5.9 square feet, respectively. Cedarock was slightly larger than predicted by regional
curves (7.5 square feet) and Cripple Creek was slightly smaller than predicted by regional curves
(6.5 square feet). However, both streams are within a reasonable deviation from predictions by
regional curve calculations and adequately verify the use of regional curves at the Site.
Cedarock and Cripple Creek exhibit a bankfull width of 8.1 and 4.6, a bankfull depth of 0.8 and
1.1 feet, and width -to -depth ratios of 10.1 and 4.2, respectively (see Table 6, Morphological
Stream Characteristics). Figures 5A -5C (Appendix A) provide plan view and cross - sectional
data for the Cedarock reference reach. The reference reaches exhibit a bank - height ratio of 1.0
and 1.3, respectively.
Pattern and Profile: In -field measurements of the reference reaches have yielded an average
sinuosity of 1.2 at Cedarock and 1.22 at Cripple Creek (thalweg distance /straight -line distance).
Onsite valley slopes range from 0.0024 in Travis Creek to 0.0102 - 0.0368 in the UTs at the Site.
Valley slopes exhibited by reference channels range from 0.0310 at Cedarock to 0.0061 at
Cripple Creek, providing a good range of slopes to compare existing and proposed Site
conditions.
Substrate: Reference channels are characterized by substrate dominated by gravel -sized particles.
5.0 PROJECT SITE WETLANDS (EXISTING CONDITIONS)
5.1 Existing Jurisdictional Wetlands
Jurisdictional wetlands within the Site were delineated in the field following guidelines set forth
in the Corps of Engineers Wetlands Delineation Manual and subsequent regional supplements,
and located using GPS technology with reported submeter accuracy (Environmental Laboratory
1987). Jurisdictional delineations were approved by David Bailey of the United States Army
Corps of Engineers (USACE) during a field visit on May 29, 2014 (Appendix D). Approval
documentation for the delineation, dated September 16, 2014 is included in Appendix D.
Existing jurisdictional wetlands are depicted in Pink on Figure 4 (Appendix A).
5.2 Hydrological Characterization
Construction activities are expected to restore groundwater hydrology to approximately 0.5 acre
of drained, or otherwise impacted riparian hydric soils and enhance 1.5 acres of cleared riparian
wetlands. Areas of the Site targeted for riparian wetlands will receive hydrological inputs from
periodic overbank flooding of restored tributaries, groundwater migration into the wetlands,
upland/stormwater runoff, and, to a lesser extent, direct precipitation. Hydrological impairment
Mitigation Plan (Contract No. 5791) page 19
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

of drained soils has resulted from lateral draw -down of the water table adjacent to existing,
incised stream channels and/or compaction of surficial soils to the extent that percolation of
hydrology to the groundwater table is hindered.
5.3 Soil Characterization
5.3.1 Taxonomic Classification
Detailed soil mapping conducted by a North Carolina Licensed Soil Scientist ( NCLSS) in
October 2013 indicate that 2.3 acres of the Site is currently underlain by hydric soils of the
Worsham Series and Mixed Alluvial Land, Poorly Drained (Figure 4, Appendix A). Onsite
hydric soils are grey to gley in color and are compacted and pockmarked by livestock trampling.
Livestock trampling, grazing, and annual mowing for harvest of hay has resulted in an
herbaceous vegetative community. Groundwater springs and surface runoff contribute
hydrology to these areas, although the dominant hydrological influence is the lateral draw -down
of the water table adjacent to incised stream channels. A detailed soil profile conducted by a
NCLSS is as follows;
5.3.2 Profile Description
Soil Profile
0 to 3 inches; (IOYR 4/2) silt loam
3 to 5 inches; (IOYR 5/4) sandy clay loam,
faint brown (1 OYR 4/2) mottles, extensive
rhizospheres
5 to 9 inches; (IOYR 5/2) sandy clay loam,
common medium brownish to red (IOYR 4/4)
mottles
9 to 18 inches; (IOYR 5/2) clay,
common medium brownish to red (IOYR 4/4)
mottles
18 + inches; (IOYR 511) clay,
few distinct low chroma (IOYR 5/3) mottles
5.4 Plant Community Characterization
Areas proposed for wetland re- establishment and enhancement are primarily vegetated by fescue
and opportunistic herbaceous species with very little vegetative diversity.
6.0 Reference Forest Ecosystem
A Reference Forest Ecosystem (RFE) is a forested area on which to model restoration efforts at
the Site in relation to soils and vegetation. RFEs should be ecologically stable climax
communities and should be a representative model of the Site forested ecosystem as it likely
existed prior to human disturbances. Data describing plant community composition and
Mitigation Plan (Contract No. 5791) page 20
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

structure should be collected at the RFEs and subsequently applied as reference data in an
attempt to emulate a natural climax community.
The RFE for this project is located on the west and south banks of Travis Creek in areas
undisturbed by land clearing and agriculture. The RFE supports plant community and landform
characteristics that restoration efforts will attempt to emulate. Tree and shrub species identified
within the reference forest and outlined in Table 9 will be used, in addition to other relevant
species in appropriate Schafale and Weakley (1990) community descriptions.
Table 9. Reference Forest Ecosystem
Piedmont/Low Mountain Alluvial Forest
red maple (Acer rubrum)
pignut hickory (Carya glabra)
green ash (Fraxinus pennsylvanica)
eastern red cedar (Juniperus virginiana)
tulip poplar (Liriodendron tulipifera)
sweetgum (Liquidambar styraciflua)
black cherry (Prunus serotina)
white oak (Quercus alba)
swamp chestnut oak (Quercus michauxii)
water oak (Quercus nigra)
cherrybark oak (Quercus pagoda)
willow oak (Quercus phellos)
slippery elm (Ulmus rubra)
American sycamore (Platanus occidentalis)
winged elm (Ulmus alata)
American holly (Ilex opaca)
dogwood (Cornus. lorida)
7.0 PROJECT SITE RESTORATION PLAN
7.1 Restoration Project Goals and Objectives
Based on the Cape Fear River Basin Restoration Priorities Report 2009 (NCEEP 2009) and the
Little Alamance, Travis, & Tickle Creek Watersheds Restoration Plan (PTCOG 2008), Targeted
Local Watershed 03030002030010 is not meeting its designated use of supporting aquatic life.
Agricultural land use appears to be the main source of stress in the Hydrologic Unit, as well as
land clearing and poor riparian management. This project will meet goals of the Local
Watershed Plan including 1) reduce sediment loading, 2) reduce nutrient loading, 3) manage
stormwater runoff, 4) reduce toxic inputs, 5) provide and improve instream habitat, 6) provide
and improve terrestrial habitat, 7) improve stream stability, and 8) improve hydrologic function.
The following six goals were identified by the Stakeholder group of the Travis, Tickle, Little
Alamance LWP Phase I assessment which address the water quality impacts and watershed
needs in all of the Little Alamance, Travis, Tickle watersheds in 2006.
1) Increase local government awareness of the impacts of urban growth on water
resources;
Mitigation Plan (Contract No. 5791) page 21
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

2) Strengthen watershed protection standards;
3) Improve water quality through stormwater management;
4) Identify and rank parcels for retrofits, stream repair, preservation, and /or
conservation;
5) Assess aquatic health to identify stressors that are the most likely causes of poor
biological conditions;
6) Meet requirements of outside funding sources for implementation of projects.
The eight priority goals of the Travis, Tickle, Little Alamance LAP include the following.
1) reduce sediment loading;
2) reduce nutrient loading;
3) manage stormwater runoff,
4) reduce toxic inputs;
5) provide and improve instream habitat;
6) provide and improve terrestrial habitat;
7) improve stream stability; and
8) improve hydrologic function.
Site activities include the restoration of perennial and intermittent stream channels, enhancement
(level II) of perennial stream channels, and re- establishment of riparian wetlands. The following
table summarizes the project goals /objectives and proposed functional uplift based on proposed
restoration activities and observations of two reference areas located in the vicinity of the Site.
Goals and objectives target functional uplift identified in the Travis, Tickle, Little Alamance
LWP and based stream/wetland functional assessments developed by the regulatory agencies.
Table 10. Project Goals and Objectives
Project Goal/Objective How Goal/Objective will be Accomplished
Improve Hydrology
Restore Floodplain Access Building a new channel at the historic floodplain elevation to restore
overbank flows
Restore Wooded Riparian Buffer Planting a woody riparian buffer
Restore Stream Stability
Improve Sediment Transport to Convert the Providing proper channel width and depth, stabilizing channel banks,
UT's from Sand/Silt Dominated to providing gravel/cobble substrate, planting a woody riparian buffer, and
Gravel /Cobble Dominated Streams removing cattle
Improve Stream Geomorphology
Increase Surface Storage and Retention
Restore Appropriate Inundation/Duration
Increase Subsurface Storage and Retention
Increase Upland Pollutant Filtration
Increase Thermoregulation
Reduce Stressors and Sources of Pollution
Increase Removal and Retention of Pathogens,
Particulates (Sediments), Dissolved Materials
(Nutrients), and Toxins from the Water Column
Increase Energy Dissipation of
Building a new channel at the historic floodplain elevation restoring
overbank flows, removing cattle, scarifying compacted soils, and
planting woody vegetation
Raising the stream bed elevation and rip compacted soils
mprove Water Quality
Planting a native, woody riparian buffer
Planting a native, woody riparian buffer
Removing cattle and other agricultural inputs
Raising the stream bed elevation, restoring overbank flows, planting with
woody vegetation, removing cattle, increasing surface storage and
retention, and restoring appropriate inundation/duration
Raising the stream bed elevation, restoring overbank flows, and planting
Mitigation Plan (Contract No. 5791) page 22
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

Overbank/Overland Flows /Stormwater Runoff I with woody vegetation
Restore Habitat
Restore In- stream Habitat Building a stable channel with a cobble /gravel bed and planting a woody
riparian buffer
Restore Stream -side Habitat
Improve Vegetation Composition and Structure Planting a woody riparian buffer
Restoration and protection of aquatic resources with a conservation easement will result in net
gains in hydrology, water quality, and habitat functions at the Site. A summary of mitigation
activities includes the following.
• Providing a minimum of 3587 SMUs, as calculated in accordance with the requirements
stipulated in RFP #16- 005568.
• Restoring approximately 3357 linear feet of stream channel through construction of
stable stream channels in the historic floodplain location and elevation.
• Enhancing (Level II) approximately 677 linear feet of stream channel by ceasing
current land use practices, removing invasive species, spot treating stressed banks
with willow stakes and brush mattresses, and planting with native forest vegetation.
• Providing a minimum of 0.5 riparian WMUs, as calculated in accordance with the
requirements stipulated in RFP #16- 005568.
• Restoring 0.5 acre of riparian wetland by removing livestock, restoring compacted
soils, raising stream channels to historic elevations, and rehydrating floodplain soils.
• Enhancing an additional 1.5 acres of riparian wetland.
• Removing cattle from the Site and fencing the entire conservation easement.
• Revegetating wetlands, floodplains, and slopes adjacent to restored streams.
• Protecting the Site in perpetuity with a conservation easement.
7.2 Stream Design
Onsite streams targeted for restoration have endured significant disturbance from land use
activities such as land clearing, livestock grazing, and other anthropogenic maintenance. Site
streams will be restored to emulate historic conditions at the Site utilizing parameters from
nearby, relatively undisturbed reference streams (see Section 4.0 Reference Streams).
7.2.1 Designed Channel Classification
The proposed channel has been designed to emulate parameters of the relatively undisturbed
reference streams (see Table 6 Morphological Stream Characteristics). Proposed channels are
expected to be characterized by sand, gravel, and cobble substrate similar to reference streams,
which emulate historic Site conditions.
7.2.2 Target Wetland Communities /Buffer Communities
Onsite wetland and buffer areas targeted for re- establishment and enhancement have endured
significant disturbance from land use activities such as land clearing, livestock grazing, and other
anthropogenic maintenance. These areas will be planted with native forest species typical of
wetland and buffer communities in the region such as those found within the reference forest
(see Section 6.0 Reference Forest Ecosystem). Emphasis will focus on developing a diverse
plant assemblage.
Mitigation Plan (Contract No. 5791) page 23
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

7.3 Stream Restoration
Stream restoration efforts depicted in Figures 6A -6C (Appendix A) are designed to restore stable
streams that approximate hydrodynamics, stream geometry, and local microtopography relative
to reference conditions. Restoration at the Site will be Priority I restoration; therefore, bankfull
elevations will be raised to meet the adjacent valley floodplain elevation. The farthest
downstream reach of Travis Creek will be restored through a mixture of Priority I and Priority II
restoration. This reach will be routed to a historic channel identified in the floodplain.
Belt -width Preparation and Grading
Stream restoration is expected to entail 1) belt -width preparation, 2) channel excavation, 3) spoil
stockpiling, 4) channel stabilization, 5) channel diversion, and 6) channel backfill.
Belt -width corridor preparation will entail channel staking, floodplain clearing and grubbing, and
any necessary grading prior to channel excavation. After the floodplain has been prepped, the
proposed design channel will be staked and/or clearly marked to the design parameters. Spoil
material excavated during floodplain grading will be stockpiled adjacent to the existing channels.
After construction of the new channel is complete, existing channels will be abandoned and
backfilled with stockpiled soils. Grading of topsoil at the Site is expected to be minimal;
however, where grading is necessary, topsoils will be stockpiled, managed, and reapplied after
grading is complete.
Once belt -width corridor preparation is complete, the proposed channel will be excavated to the
average width, depth, and cross - sectional area derived from reference reach studies and detailed
measurements of the onsite reach (Figure 7, Appendix A). Stream banks and the belt -width area
of constructed channels will be planted with shrub and herbaceous vegetation. Root mats may
also be selectively removed from adjacent areas and placed as erosion control features on
channel banks.
Once the proposed design channel has been excavated and stabilized, abandoned channels will
be backfilled utilizing spoil material stockpiled from channel excavation and/or from suitable
material excavated from the Site, or adjacent to the Site. Abandoned channels will be backfilled
to the maximum extent feasible.
In- stream Structures
The use of in- stream structures for grade control and habitat is essential for successful stream
restoration (Figure 8A, Appendix A). In- stream structures may be placed in the channel to
elevate local water surface profiles in the channel, potentially flattening the water energy slope
or gradient. The structures would likely consist of log /rock cross -vanes or log /rock j -hook vanes
designed primarily to direct stream energy into the center of the channel and away from banks.
In addition, the structures would be placed in relatively straight reaches to provide secondary
(perpendicular) flow cells during bankfull events.
Piped Channel Crossinus
Landowner constraints will necessitate the installation of piped channel crossings within breaks
in the easement to allow access to portions of the property isolated by stream restoration
activities (Figures 6A -6C, Appendix A). The crossings will be constructed of properly sized
Mitigation Plan (Contract No. 5791) page 24
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

pipes and hydraulically stable rip -rap or suitable rock. Crossings will be large enough to handle
the weight of anticipated vehicular traffic. Approach grades to the crossing will be at an
approximate 10:1 slope and constructed of hard, scour - resistant crushed rock or other permeable
material, which is free of fines.
Outfall Structures
Drop structures are proposed at confluence of the UTs with Travis Creek. The locations of
proposed drop structures are depicted on Figures 6A -6C (Appendix A). The drop structures may
be constructed out of TerraCell, or large cobble depending upon anticipated scour from the
restored stream channels (Figure 813, Appendix A). The structures should be constructed to
resist erosive forces associated with hydraulic drops proposed at the Site.
TerraCell is a light weight, flexible mat made of high density polyethylene strips. The strips are
bonded together to form a honeycomb configuration. The honeycomb mat is fixed in place and
filled with gravel or sand. Material in the TerraCell structure may be planted with grasses and
shrubs for additional erosion protection. The TerraCell structure will form a nickpoint that
approximates geologic controls in stream beds.
7.4 Stream Enhancement (Level II)
Stream enhancement (level II) will occur along Travis Creek in areas depicted on Figures 6A and
6B (Appendix A). Stream enhancement will entail the cessation of current land management
practices, invasive species control (predominantly Chinese privet), bank treatments including
willow staking and brush mattress installation (Figure 8B, Appendix A), and planting riparian
buffers with native forest vegetation. Riparian buffers will extend a minimum of 50 feet from
the top of stream banks to facilitate stream recovery and prevent further degradation of the
stream.
7.5 Sediment Transport Analysis
Existing Site reaches are characterized by sand and silt substrate as the result of channel impacts
including livestock trampling and riparian vegetation removal. Due to headwaters being
dammed and/or originating onsite, sediment supply from upstream sources is not expected to
overwhelm the Site. UT 4 and UT 3 are expected to be sediment starved from upstream
impoundments; therefore, adequate sized channel bed material will be required as part of stream
restoration activities. UT 2 originates onsite and adequate buffering of the headwaters will occur
to alleviate excessive sediment inputs that would overwhelm and aggrade the channel. UT 1 is
the only stream that originates offsite and enters the project unimpeded. The channel has been
classified as intermittent in the upper reaches and scour upstream of the Site is not expected to be
significant. The upstream reach is forested with natural substrate free of excessive fines;
therefore, pulses of fine materials from upstream are not expected to infiltrate UT 1.
Stream stability assessments include calculations of stream power and shear stress to compare 1)
existing dredged and straightened reaches, 2) Cedarock Reference Reach, 3) Cripple Creek
Reference Reach, and 4) proposed Site conditions are discussed in Section 3.6 (Channel Stability
Assessment).
Mitigation Plan (Contract No. 5791) page 25
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

7.6 HEC RAS Analysis
The HEC -RAS analysis has been completed for Site restoration activities. This analysis is
discussed in more detail in Section 2.6.4 (FEMA/Hydrological Trespass).
7.7 Hydrological Modifications (Wetland Re- Establishment and Enhancement)
Areas proposed for wetland re- establishment are designed to restore a fully functioning wetland
system, which will provide surface water storage, nutrient cycling, removal of imported elements
and compounds, and will create a variety and abundance of wildlife habitat. Portions of the Site
underlain by hydric soils have been impacted by channel incision, vegetative clearing, channel
manipulation, and earth movement associated with agricultural practices. Wetland re-
establishment will focus on the restoration of vegetative communities, the reestablishment of soil
structure and microtopographic variations, and redirecting normal surface hydrology back to Site
floodplains. These activities will result in the re- establishment of 0.5 acre of riparian wetland
and enhancement of 1.5 acre of riparian wetland (Figure 6A -6C, Appendix A).
Reestablishment of Historic Groundwater Elevations
Hydric soils adjacent to incised channels have been drained due to lowering of the groundwater
table and a lateral drainage effect from existing stream reaches. Reestablishment of channel
inverts is expected to rehydrate soils adjacent to Site streams, resulting in the re- establishment of
jurisdictional hydrology to riparian wetlands.
Reestablishment of Soil Structure
Soil structure throughout the Site, particularly within wetland areas, will be reestablished to
allow for penetration of rain water to the groundwater table. This will be accomplished by
removing livestock from the Site, ripping compacted soils, and revegetating the Site.
Hvdrophvtic Vegetation
Site wetland areas targeted for re- establishment and enhancement have endured significant
disturbance from land use activities such as land clearing, livestock grazing, and other
anthropogenic maintenance. Wetland areas will be revegetated with native vegetation typical of
wetland communities in the region. Emphasis will focus on developing a diverse plant
assemblage. Section 7.9 (Natural Plant Community Restoration) provides detailed information
concerning community species associations.
Reconstruction of Stream Corridors
The stream restoration plan involves the reconstruction of Site streams in place, or on new
location. Existing channels will be backfilled so that water tables may be restored to historic
conditions. Wetlands located utilizing a GPS with reported sub -meter accuracy have been
plotted on plan sheets and have been avoided to the maximum extent feasible. Some in- channel
wetlands will be affected by channel reconstruction; however, a net gain in wetlands from 1.5
acres to 2.0 acres will be realized from the project.
7.8 Soil Restoration
Soil grading will occur during stream restoration activities. Topsoils will be stockpiled during
construction activities and will be spread on the soil surface once critical subgrade has been
Mitigation Plan (Contract No. 5791) page 26
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

established. The replaced topsoil will serve as a viable growing medium for community
restoration to provide nutrients and aid in the survival of planted species.
7.9 Natural Plant Community Restoration
Restoration of floodplain forest and stream -side habitat allows for development and expansion of
characteristic species across the landscape. Ecotonal changes between community types
contribute to diversity and provide secondary benefits, such as enhanced feeding and nesting
opportunities for mammals, birds, amphibians, and other wildlife. Reference Forest Ecosystem
(RFE) data, onsite observations, and community descriptions from Classification of the Natural
Communities of North Carolina (Schafale and Weakley 1990) were used to develop the primary
plant community associations that will be promoted during community restoration activities.
7.9.1 Planting Plan
Stream -side trees and shrubs include species with high value for sediment stabilization, rapid
growth rate, and the ability to withstand hydraulic forces associated with bankfull flow and
overbank flood events. Stream -side trees and shrubs will be planted within 15 feet of the
channel throughout the meander belt- width. Shrub elements will be planted along the
reconstructed stream banks, concentrated along outer bends. Piedmont Alluvial Forest is the
target community for Site floodplains and Dry -Mesic Oak - Hickory Forest is the target
community for upland side - slopes.
Bare -root seedlings within the Piedmont Alluvial and Dry -Mesic Oak - Hickory Forests will be
planted at a density of approximately 680 stems per acre on 8 -foot centers. Shrub species in the
stream -side assemblage will be planted at a density of 2720 stems per acre on 4 -foot centers.
Table 11 depicts the total number of stems and species distribution within each vegetation
association (Figure 9, Appendix A). Planting will be performed between December 1 and March
15 to allow plants to stabilize during the dormant period and set root during the spring season.
7.9.2 Nuisance Species Management
Chinese privet and multiflora rose, located within wooded areas along Travis Creek, will be
controlled mechanically and/or chemically, as part of this project. No other nuisance species
controls are proposed at this time. Inspections for beaver and other potential nuisance species
will occur throughout the course of the monitoring period. Appropriate actions may be taken to
ameliorate any negative impacts regarding vegetation development and/or water management on
an as- needed basis. The presences of nuisance species will be monitored over the course of the
monitoring period. Appropriate actions will be taken to ameliorate any negative impacts
regarding vegetation development and/or water management on an as- needed basis.
Mitigation Plan (Contract No. 5791)
Aycock Springs Stream and Wetland Restoration Site
Alamance County, North Carolina
page 27
Restoration Systems, LLC

Table 11. Planting Plan
Mitigation Plan (Contract No. 5791) page 28
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina
Piedmont/Low Mountain
Dry -Mesic Oak - Hickory
Stream -side
Vegetation Association
Alluvial Forest*
Forest*
Assemblage **
TOTAL
Area (acres)
4.8
4.3
28
11.9
Species
# planted*
% of total
# planted*
% of total
planted ** % of total
# planted
Tag alder (Alnus serrulata)
--
--
--
--
3046 40
3046
River birch (Betula nigra)
326
10
--
--
-- --
326
Ironwood (Carpinus caroliniana)
--
--
439
15
-- --
439
Silky dogwood (Cornus amomum)
326
10
--
--
1523 20
1849
Flowering dogwood (Cornus florida)
--
--
146
5
-- --
146
Persimmon (Diospyros virginiana)
--
--
146
5
-- --
146
White ash (Fraxinus americana)
--
--
439
15
-- --
439
Green ash (Fraxinus pennsylvanica)
326
10
--
--
-- --
326
Tulip poplar (Liriodendron tulipifera)
326
10
--
--
-- --
326
Swamp black gum (Nyssa biflora)
326
10
--
--
-- --
326
Sycamore (Platanus occidentalis)
326
10
--
--
-- --
326
Red maple (Acer rubrum)
--
--
439
15
-- --
439
White oak (Quercus alba)
--
--
439
15
-- --
439
Water oak (Quercus nigra)
326
10
292
10
-- --
618
Cherrybark oak (Quercus pagoda)
326
10
--
--
-- --
326
Willow oak (Quercus phellos)
326
10
292
10
-- --
618
Northern red oak (Quercus rubra)
--
--
292
10
-- --
292
Black willow (Salix nigra)
--
--
--
--
3046 40
3046
American elm (Ulmus americana)
326
10
--
--
-- --
326
TOTAL
3260
100
2924
100
7615 100
13,799
* Planted at a density of 680 stems /acre.
** Planted at a density of 2720 stems /acre.
Mitigation Plan (Contract No. 5791) page 28
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

8.0 PERFORMANCE CRITERIA
Monitoring requirements and success criteria outlined in the latest guidance by USACE in April
2003 (Stream Mitigation Guidelines) will be followed and are briefly outlined below.
Monitoring data collected at the Site should include reference photos, plant survival analysis,
channel stability analysis, and biological data, if specifically required by permit conditions.
Wetland hydrology is proposed to be monitored for a period of seven years (years 1 -7). Riparian
vegetation and stream morphology is proposed to be monitored for a period of seven years with
measurements completed in years 1 -3, year 5, and year 7. Monitoring reports for years 4 and 6
will include photo documentation of stream stability and wetland hydrology monitoring data. If
monitoring demonstrates the Site is successful by year 5 and no concerns have been identified,
Restoration Systems may propose to terminate monitoring at the Site and forego monitoring
requirements for years 6 and 7. Early closure will only be provided through written approval
from the USACE in consultation with the Interagency Review Team (NC IRT). Monitoring will
be conducted by Axiom Environmental, Inc. Annual monitoring reports of the data collected
will be submitted to the WEEP by Restoration Systems no later than December 31 of each
monitoring year data is collected.
8.1 Streams
Annual monitoring will include development of channel cross - sections and substrate on riffles
and pools. Data to be presented in graphic and tabular format will include 1) cross - sectional
area, 2) bankfull width, 3) average depth, 4) maximum depth, 5) width -to -depth ratio, 6) bank
height ratio, and 7) entrenchment ratio. Longitudinal profiles will not be measured routinely
unless monitoring demonstrates channel bank or bed instability, in which case, longitudinal
profiles may be required by the USACE along reaches of concern to track changes and
demonstrate stability.
Visual assessment of in- stream structures will be conducted to determine if failure has occurred.
Failure of a structure may be indicated by collapse of the structure, undermining of the structure,
abandonment of the channel around the structure, and/or stream flow beneath the structure. In
addition, visual assessments of the entire channel will be conducted in years 1 -3, 5, and 7 of
monitoring as outlined in NCEEP Monitoring Requirements and Reporting Standards for Stream
and /or Wetland Mitigation. Areas of concern will be depicted on a plan view figure identifying
the location of concern along with a written assessment and photograph of the area.
8.1.1 Stream Success Criteria
Monitoring and success criteria for stream restoration should relate to project goals and
objectives. From a mitigation perspective, several of the goals and objectives are assumed to be
functionally elevated by restoration activities without direct measurement. Other goals and
objectives will be considered successful upon achieving vegetation success criteria. The
following summarizes stream success criteria related to goals and objectives.
Mitigation Plan (Contract No. 5791) page 29
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

8.1.2 Stream Contingency
In the event that stream success criteria are not fulfilled, a mechanism for contingency will be
implemented. Stream contingency may include, but may not be limited to 1) structure repair
and/or installation; 2) repair of dimension, pattern, and/or profile variables; and 3) bank
stabilization. The method of contingency is expected to be dependent upon stream variables that
are not in compliance with success criteria. Primary concerns, which may jeopardize stream
success, include 1) structure failure, 2) headcut migration through the Site, and/or 3) bank
erosion.
Table 12. Stream Goals and Success Criteria
Project Goal /Objective
I Stream Success Criteria
Improve Hydrology
Restore Floodplain Access
Two overbank events in separate monitoring years will be
documented during the monitoring period.
Restore Wooded Riparian Buffer
Attaining Vegetation Success Criteria (Section 8.3.1).
Cross - sections, monitored annually, will be compared to as-
Restore Stream Stability
built measurements to determine channel stability and
maintenance of channel geomorphology.
Improve Stream Geomorphology
Convert stream channels from unstable G- and F -type
channels to stable E- and C- type stream channels.
Increase Surface Storage and Retention
Two overbank events in separate monitoring years, and
Restore Appropriate Inundation /Duration
attaining Wetland and Vegetation Success Criteria (Sections
8.2.1 and 8.3.1).
Two overbank events will be documented, in separate years,
during the monitoring period and documentation of an
Increase Subsurface Storage and Retention
elevated groundwater table (within 12 inches of the soil
surface) for greater than 10 percent of the growing season
during average climatic conditions.
Improve Sediment Transport to Convert the UT's
Pebble counts documenting coarsening of bed material from
from Sand/Silt Dominated to Gravel /Cobble
pre- existing conditions of sand and silt to post restoration
Dominated Streams
conditions of gravel and cobble.
Improv° Water Quality
Increase Upland Pollutant Filtration
Attaining Wetland and Vegetation Success Criteria (Sections
8.2.1 and 8.3.1)
Increase Thermoregulation
Attaining Vegetation Success Criteria (Section 8.3.1).
Reduce Stressors and Sources of Pollution
Fencing maintained throughout the monitoring period and
encroachment within the easement eliminated.
Increase Removal and Retention of Pathogens,
Removal of cattle, documentation of two overbank events in
Particulates (Sediments), Dissolved Materials
separate monitoring years, and attaining Vegetation Success
(Nutrients), and Toxins from the Water Column
Criteria (Section 8.3.1)
Increase Energy Dissipation of Overbank/Overland
Documentation of two overbank events in separate monitoring
Flows /Stormwater Runoff
years and attaining Vegetation Success Criteria (Section 8.3. 1)
Restore Habitat
Pebble counts documenting coarsening of bed material from
Restore In- stream Habitat
pre- existing conditions of sand and silt to post restoration
conditions of gravel and cobble, and attaining Vegetation
Success Criteria (Section 8.3. 1)
Restore Stream -side Habitat
Attaining Vegetation Success Criteria (Section 8.3. 1)
Improve Vegetation Composition and Structure
Attaining Vegetation Success Criteria (Section 8.3. 1)
Structure Failure
In the event that structures are compromised the affected structure will be repaired, maintained,
or replaced. Once the structure is repaired or replaced, it must function to stabilize adjacent
Mitigation Plan (Contract No. 5791) page 30
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

stream banks and /or maintain grade control within the channel. Structures which remain intact,
but exhibit flow around, beneath, or through the header /footer will be repaired by excavating a
trench on the upstream side of the structure and reinstalling filter fabric in front of the pilings.
Structures which have been compromised, resulting in shifting or collapse of header /footer, will
be removed and replaced with a structure suitable for Site flows.
Headcut Migration Through the Site
In the event that a headcut occurs within the Site (identified visually or through measurements
[i.e. bank - height ratios exceeding 1.4]), provisions for impeding headcut migration and repairing
damage caused by the headcut will be implemented. Headcut migration may be impeded
through the installation of in- stream grade control structures (rip -rap sill and/or log cross -vane
weir) and/or restoring stream geometry variables until channel stability is achieved. Channel
repairs to stream geometry may include channel backfill with coarse material and stabilizing the
material with erosion control matting, vegetative transplants, and/or willow stakes.
Bank Erosion
In the event that severe bank erosion occurs within the Site, resulting in elevated width -to -depth
ratios, contingency measures to reduce bank erosion and width -to -depth ratios will be
implemented. Bank erosion contingency measures may include the installation of log -vane weirs
and/or other bank stabilization measures. If the resultant bank erosion induces shoot cutoffs or
channel abandonment, a channel may be excavated which will reduce shear stress to stable
values.
8.2 Wetlands
Two to three groundwater monitoring gauges will be installed to take measurements after
hydrological modifications are performed at the Site. Hydrological sampling will continue
throughout the growing season at intervals necessary to satisfy jurisdictional hydrology success
criteria (USEPA 1990). In addition, an on -site rain gauge will document rainfall data for
comparison of groundwater conditions with extended drought conditions and floodplain crest
gauges will be installed to confirm overbank flooding events.
8.2.1 Wetland Success Criteria
Monitoring and success criteria for wetland re- establishment should relate to project goals and
objectives. From a mitigation perspective, several of the goals and objectives are assumed to be
functionally elevated by restoration activities without direct measurement. Other goals and
objectives will be considered successful upon achieving vegetation success criteria. The
following summarizes wetland success criteria related to goals and objectives.
According to the Soil Survey of Alamance County, the growing season for Alamance County is
from April 17 — October 22 (USDA 1960). However, the start date for the growing season is not
typical for the Piedmont region; therefore, for purposes of this project gauge hydrologic success
will be determined using data from February I - October 22 to more accurately represent the
period of biological activity. This will be confirmed annually by soil temperatures and/or bud
burst. The growing season will be initiated each year on the documented date of biological
activity. Photographic evidence of bud burst and field logs of date and temperature will be
included in the annual monitoring reports.
Mitigation Plan (Contract No. 5791) page 31
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

Target hydrological characteristics include saturation or inundation for 10 percent of the
monitored period (February 1- October 22), during average climatic conditions. During years
with atypical climatic conditions, groundwater gauges in reference wetlands may dictate
threshold hydrology success criteria (75 percent of reference). These areas are expected to
support hydrophytic vegetation. If wetland parameters are marginal as indicated by vegetation
and/or hydrology monitoring, a jurisdictional determination will be performed.
Table 13. Wetland Goals and Success Criteria
Project Goal/Objective
I Wetland Success Criteria
Improve Hydrology
Restore Wooded Riparian Buffer
Attaining Vegetation Success Criteria (Section 8.3.1).
Increase Surface Storage and Retention
Two overbank events in separate monitoring years, and
Restore Appropriate Inundation/Duration
attaining Wetland and Vegetation Success Criteria (Sections
Increase Subsurface Storage and Retention
8.2.1 and 8.3.1).
Improve Water Quality
Increase Upland Pollutant Filtration
Attaining Wetland and Vegetation Success Criteria (Sections
8.2.1 and 8.3.1).
Reduce Stressors and Sources of Pollution
Fencing maintained throughout the monitoring period and
encroachment within the easement eliminated.
Increase Removal and Retention of Pathogens,
Removal of cattle, documentation of two overbank events in
Particulates (Sediments), Dissolved Materials
separate monitoring years, and attaining Vegetation Success
(Nutrients), and Toxins from the Water Column
Criteria (Section 8.3.1).
Increase Energy Dissipation of Overbank/Overland
Documentation of two overbank events in separate monitoring
Flows /Stormwater Runoff
years, and attaining Vegetation Success Criteria (Section
8.3.1).
Restore Habitat
Restore Stream -side Habitat
I Attaining Vegetation Success Criteria (Section 8.3.1).
Improve Vegetation Composition and Structure
I
8.2.2 Wetland Contingency
Hydrological contingency will require consultation with hydrologists and regulatory agencies if
wetland hydrology re- establishment is not achieved. Floodplain surface modifications, including
construction of ephemeral pools, represent a likely mechanism to increase the floodplain area in
support of jurisdictional wetlands. Recommendations for contingency to establish wetland
hydrology will be implemented and monitored until Hydrology Success Criteria are achieved.
8.3 Vegetation
After planting has been completed in winter or early spring, an initial evaluation will be
performed to verify planting methods and to determine initial species composition and density.
Supplemental planting and additional Site modifications will be implemented, if necessary.
During quantitative vegetation sampling, 14 sample plots (10 -meter by 10- meter) will be
installed within the Site as per guidelines established in CVS -EEP Protocol for Recording
Vegetation, Version 4.2 (Lee et al. 2008). In each sample plot, vegetation parameters to be
monitored include species composition and species density. Visual observations of the percent
cover of shrub and herbaceous species will also be documented by photograph.
Mitigation Plan (Contract No. 5791) page 32
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

8.3.1 Vegetation Success Criteria
An average density of 320 planted stems per acre must be surviving in the first three monitoring
years. Subsequently, 290 planted stems per acre must be surviving in year 4, 260 planted stems
per acre in year 5, and 210 planted stems per acre in year 7. In addition, planted vegetation must
average 10 feet in height in each plot at year 7 since this Site is located in the Piedmont.
Volunteer stems may be considered on a case -by -case basis in determining overall vegetation
success; however, volunteer stems should be counted separately from planted stems.
8.3.2 Vegetation Contingency
If vegetation success criteria are not achieved based on average density calculations from
combined plots over the entire restoration area, supplemental planting may be performed with
tree species approved by regulatory agencies. Supplemental planting will be performed as
needed until achievement of vegetation success criteria.
9.0 MAINTENANCE PLAN
Restoration Systems shall monitor the Site on a regular basis and shall conduct a physical
inspection of the Site a minimum of once per year throughout the post - construction monitoring
period until performance standards are met. These Site inspections may identify Site
components and features that require routine maintenance. Routine maintenance should be
expected most often in the first two years following site construction and may include the
following.
10.0 LONG -TERM MANAGEMENT PLAN
Upon approval for close -out by the NC IRT, the Site will be transferred to a third party for long
term management as described in the NCEEP's in lieu free instrument.
Table 14. Site Maintenance Plan
Component /Feature Maintenance through Project Close -out
Vegetation shall be maintained to ensure the health and vigor of the targeted
plant communities. Routine vegetation maintenance and repair activities
may include supplemental planting, pruning, mulching, and fertilizing.
Vegetation Exotic invasive plant species shall be controlled by mechanical (i.e.
chainsaw) and/or chemical (i.e. basal bark herbicide application) methods.
Any vegetation control requiring herbicide application and soil fertilization
will be performed in accordance with NC Department of Agriculture
(NCDA) rules and regulations and 15A NCAC 02B .0233.
Stream contingency may include structure repair and/or installation; repair
of dimension, pattern, and /or profile variables; bank stabilization; chinking
of in- stream structures to prevent piping; securing of loose coir -fiber
Streams matting; supplemental planting along the channel; and /or maintenance to
areas of the stream bank where stormwater or floodplain flows are
intercepted to prevent bank failure and head - cutting of the channel. The
method of contingency is expected to be dependent upon stream variables
that are not in compliance with success criteria.
Mitigation Plan (Contract No. 5791) page 33
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

Hydrologic contingency may include floodplain surface modifications such
as construction of ephemeral pools, deep ripping of the soil profile,
installation of berms to retard surface water flows, supplemental planting,
and/or maintenance to areas of the wetland where stormwater or floodplain
Hydrology flows are intercepted to prevent scour. Recommendations for contingency
to establish wetland hydrology may be implemented and monitored until
hydrology success criteria are achieved. In the event that beaver become a
nuisance within the Site, beaver management will be initiated and continued
on an as- needed basis in accordance with North Carolina Wildlife Resource
Commission (NCWRC) rules and regulations.
Site boundaries shall be identified in the field to ensure a clear distinction
between the mitigation Site and adjacent properties. Boundaries may be
Site Boundary identified by fence, marker, bollard, post, tree- blazing, or other means as
allowed by Site conditions and/or conservation easement. Boundary
markers disturbed, damaged, or destroyed will be repaired and/or replaced
on an as needed basis.
The proposed drop structures will be monitored annually at a minimum. In
the event of erosion or scour within the structure, maintenance may include
structure repair, chinking of the structure to prevent piping, securing of loose
Drop Structures coir -fiber matting, and/or supplemental planting of livestakes and erosion
control grasses. In the event that debris clogs or inhibits flow over the
structure, manual or mechanical removal of debris will occur; maintenance
is only expected until the structure naturalizes.
11.0 ADAPTIVE MANAGEMENT PLAN
Upon completion of Site construction Restoration Systems will implement the post- construction
monitoring and project maintenance protocols previously defined in this document. If, during
the course of annual monitoring it is determined the Site's ability to achieve performance
standards are jeopardized, Restoration Systems will notify the NCEEP of the need to develop a
Plan of Corrective Action. The Plan of Corrective Action may be prepared using in -house
technical staff or may require engineering and consulting services. Once the Corrective Action
Plan is prepared and finalized Restoration Systems will complete the following.
1. Notify the NCEEP
2. Revise performance standards, maintenance requirements, and monitoring requirements
as necessary and/or required by the NCDWR/NCEEP.
3. Obtain other permits as necessary.
4. Implement the Corrective Action Plan.
5. Provide the NCEEP a Record Drawing of Corrective Actions. This document shall
depict the extent and nature of the work performed.
12.0 FINANCIAL ASSURANCES
As required by RFP # 16- 005568 Restoration Systems will provide financial assurance for 100%
of the total value of the contract. This bond will remain in effect until the successful completion
of Task 6 (Baseline Monitoring Report Submittal). After the successful completion of Task 6,
the bond will be retired and a second bond for 25% of the total value of the contract will be
Mitigation Plan (Contract No. 5791) page 34
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

substituted for the first to cover the monitoring period. The monitoring phase performance bond
may be reduced concurrent with the payment schedule once the yearly deliverable is approved by
EEP and credits are released by the NC IRT. Therefore, the monitoring phase performance bond
can be reduced after release of mitigation credit each monitoring year as follows.
Mitigation Plan (Contract No. 5791)
Aycock Springs Stream and Wetland Restoration Site
Alamance County, North Carolina
page 35
Restoration Systems, LLC

Release of Mitigation
Credit
Monitoring Year 1
Monitoring Year 2
Monitoring Year 3
Monitoring Year 4
Monitoring Year 5
Monitoring Year 6
Bond Value as % of
Total Contract Value
20%
18%
16%
14%
12%
10%
The monitoring phase performance bond will be maintained at 10% through Monitoring Year 7
and project closeout until the final determination and release of mitigation credit by the NC IRT.
Mitigation Plan (Contract No. 5791)
Aycock Springs Stream and Wetland Restoration Site
Alamance County, North Carolina
page 36
Restoration Systems, LLC

13.0 CREDIT RELEASE SCHEDULE
All credit releases will be based on the total credit generated as reported by the as -built survey. The
release of project credits will be subject to the criteria described as follows.
Forested Wetlands Credits
Monitoring Year
Credit Release Activity
Interim Release
Total Released
0
Initial Allocation — see requirements below
30%
30%
1
First year monitoring report demonstrates performance
10%
40%
standards are being met
2
Second year monitoring report demonstrates
10%
50%
performance standards are being met
3
Third year monitoring report demonstrates performance
10%
60%
standards are being met
4
Fourth year monitoring report demonstrates performance
10%
70%
standards are being met
Fifth year monitoring report demonstrates performance
standards are being met; Provided that all
performance standards are met, the IRT may
5
allow the NCEEP to discontinue hydrologic
10%
80%
monitoring after the fifth year, but vegetation
monitoring must continue for an additional two
years after the fifth year for a total of seven
years.
6
Sixth year monitoring report demonstrates performance
10%
90%
standards are being met
Seventh year monitoring report demonstrates
7
performance standards are being met, and project
10%
100%
has received close -out approval
Stream Credits
Monitoring Year
Credit Release Activity
Interim Release
Total Released
0
Initial Allocation — see requirements below
30%
30%
1
First year monitoring report demonstrates performance
10%
40%
standards are being met
2
Second year monitoring report demonstrates performance
10%
50% (60 % *)
standards are being met
3
Third year monitoring report demonstrates performance
10%
60% (70 % *)
standards are being met
4
Fourth year monitoring report demonstrates performance
5%
65% (75 % *)
standards are being met
5
Fifth year monitoring report demonstrates performance
10%
75%
standards are being met
(85 % *)
6
Sixth year monitoring report demonstrates performance
5%
80%
standards are being met
(90 %)
Seventh year monitoring report demonstrates
90%
7
performance standards are being met and project
10%
(100 %)
has received closeout approval
*For stream projects a reserve of 10% of a site's total stream credits shall be released after two bank -full events have occurred, in separate years,
provided the channel is
stable and all other performance standards are met. In the event that less than two bank -full
events occur during the
monitoring period, release of these reserve credits shall be at the discretion of the IRT.
Initial Allocation of Released Credits
The initial allocation of released credits, as specified in the mitigation plan can be released by the NCEEP
without prior written approval of the DE upon satisfactory completion of the following activities.
a. Approval of the final Mitigation Plan
Mitigation Plan (Contract No. 5791) page 37
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

b. Recordation of the preservation mechanism, as well as a title opinion acceptable to the USACE
covering the property
c. Completion of project construction (the initial physical and biological improvements to the mitigation
site) pursuant to the mitigation plan; Per the NCEEP Instrument, construction means that a
mitigation site has been constructed in its entirety, to include planting, and an as -built report has
been produced. As -built reports must be sealed by an engineer prior to project closeout, if
appropriate but not prior to the initial allocation of released credits.
d. Receipt of necessary DA permit authorization or written DA approval for projects where DA permit
issuance is not required.
Subsequent Credit Releases
All subsequent credit releases must be approved by the DE, in consultation with the IRT, based on a
determination that required performance standards have been achieved. For stream projects a reserve of
10% of a site's total stream credits shall be released after two bank -full events have occurred, in separate
years, provided the channel is stable and all other performance standards are met. In the event that less
than two bank -full events occur during the monitoring period, release of these reserve credits shall be at
the discretion of the IRT. As projects approach milestones associated with credit release, the NCEEP will
submit a request for credit release to the DE along with documentation substantiating achievement of
criteria required for release to occur. This documentation will be included with the annual monitoring
report.
Mitigation Plan (Contract No. 5791)
Aycock Springs Stream and Wetland Restoration Site
Alamance County, North Carolina
page 38
Restoration Systems, LLC

14.0 REFERENCES
Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual. Technical
Report Y -87 -1. United States Army Engineer Waterways Experiment Station,
Vicksburg, Mississippi.
Gordon, N.D., T.A. McMahon, and B.L. Finlayson. 1992. Stream Hydrology: an Introduction
for Ecologists. John Wiley & Sons, Ltd. West Sussex, England.
Griffith, G.E., J.M. Omernik, J.A. Comstock, M.P. Schafale, W.H. McNab, D.R. Lenat, T.F.
MacPherson, J.B. Glover, and V.B. Shelbourne. 2002. Ecoregions of North Carolina
and South Carolina. U.S. Geological Survey, Reston, Virginia.
Harman, W.A., G.D. Jennings, J.M. Patterson, D.R. Clinton, L.A. O'Hara, A. Jessup, R.
Everhart. 1999. Bankfull Hydraulic Geometry Relationships for North Carolina
Streams. N.C. State University, Raleigh, North Carolina.
Lee, M.T., R.K. Peet, S.D. Roberts, and T.R. Wentworth. 2008. CVS -EEP Protocol for
Recording Vegetation. Version 4.2. North Carolina Department of Environment and
Natural Resources, Ecosystem Enhancement Program. Raleigh, North Carolina.
North Carolina Department of Environment and Natural Resources (NCDENR). 2013. Water
Quality Data Assessment (2012 Final 303(d) List) (online). Available:
http://portal.ncdenr.org/c/ document_ library /get_file ?uuid= 9d45b3b4 -d066- 4619 -82e6-
ea8ea0e01930 &groupId =38364 [October 15, 2013]. North Carolina Department of
Environment and Natural Resources, Raleigh, North Carolina.
North Carolina Department of Environment and Natural Resources (NCDENR). 2014. 2014
Draft Category 5 Water Quality Assessments- 303(d) List (online). Available:
http: // portal . ncdenr.org /c /document_ library/ get_ file ?uuid =d61 a8974-6af6-4edb-829f-
e658935e3341 &groupId =38364 [March 17, 2014]. North Carolina Department of
Environment and Natural Resources, Raleigh, North Carolina.
North Carolina Division of Water Resources (NCDWR). 2013. North Carolina Water Bodies
Report (online). Available:
http: // portal .ncdenr.org /c /document_ library/ get _file ?uuid =l Oc60296- dcc8- 439f -a41 c-
d475ea7adlf4&groupId =38364 [March 17, 2014]. North Carolina Department of
Environment and Natural Resources, Raleigh.
North Carolina Ecosystem Enhancement Program (NCEEP 2009). Cape Fear River Basin
Restoration Priorities 2009 (online). Available
http: / /portal.ncdenr.org /c /document library/ get_ file ?uuid= 864e82e8- 725c- 415e -8ed9-
c72dfcb5 5012 &groupId =60329
Mitigation Plan (Contract No. 5791) page 39
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

North Carolina Geological Survey (NCGS), Philip M. Brown, Chief Geologist, and John M.
Parker, I1I, State Geologic Map Coordinator in association with The State Geologic Map
Advisory Committee, 1985, 1 plate. Copyright: NCGS.
The Piedmont Triad Council of Governments (PTCOG 2008). Little Alamance, Travis, & Tickle
Creek Watersheds Restoration Plan. North Carolina Department of Environment and
Natural Resources, Ecosystem Enhancement Program. Raleigh, North Carolina.
Rosgen, D. 1996. Applied River Morphology. Wildland Hydrology (Publisher). Pagosa
Springs, Colorado
Schafale, M.P. and A.S. Weakley. 1990. Classification of the Natural Communities of North
Carolina: Third Approximation. North Carolina Natural Heritage Program, Division of
Parks and Recreation, North Ccarolina Department of Environment, Health, and Natural
Resources. Raleigh, North Carolina.
Simon A, Hupp CR. 1986. Geomorphic and Vegetative Recovery Processes Along Modified
Tennessee Streams: An Interdisciplinary Approach to Disturbed Fluvial Systems. Forest
Hydrology and Watershed Management. IAHS -AISH Publ.167.
United States Department of Agriculture (USDA). 2013. Web Soil Survey (online). Available:
http: / /websoilsurvey.nres. usda.gov /app/WebSoilSurvey.aspx [October 2013].
United States Department of Agriculture (USDA). 1960. Soil Survey of Alamance County,
North Carolina. Soil Conservation Service.
United States Environmental Protection Agency (USEPA). 1990. Mitigation Site Type
Classification (MiST). EPA Workshop, August 13 -15, 1989. EPA Region IV and
Hardwood Research Cooperative, NCSU, Raleigh, North Carolina.
United States Geological Survey (USGS). 2006. Estimating the Magnitude and Frequency of
Floods in Rural Basins of North Carolina — Recompiled. USGS Water - Resources
Investigations Report 01 -4207. Raleigh, North Carolina.
Mitigation Plan (Contract No. 5791)
Aycock Springs Stream and Wetland Restoration Site
Alamance County, North Carolina
page 40
Restoration Systems, LLC

APPENDIX A
FIGURES
Figure 1. Project Location
Figure 2. Hydrologic Unit Map
Figure 3. Topography and Drainage Area
Figure 4. Existing Conditions
Figure 5A. Cedarock Reference Drainage Area
Figure 5B. Existing Conditions Cedarock Reference
Figure 5C. Cedarock Reference Reach Dimension, Pattern, and Profile
Figures 6A -C. Restoration Plan
Figure 7. Proposed Dimension, Pattern, and Profile
Figures 8A -B. Typical Structure Details
Figure 9. Planting Plan
Figure 10. Monitoring Plan
Mitigation Plan (Contract No. 5791) Appendices
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

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- Travel north for 2.8 miles and merge with NC 100
- Continue on University Drive (NC 100) for 0.5 mile and turn left onto Manning Street (SR 1503) Ar-Aft
- Travel northwest for 0.8 mile and turn right onto Gibsonville-Ossipee Road (SR 1500) Amom Ewironrnemtak 1".
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------------------------- Background Imagery sources
F. GIB.SONVIL E
1 71, T
1 100 (provided by ESRI Data and
c; I a 1 0 Maps):
C, 1. Physical Map of the United
\dr
States (2009) created by the
U.S. Park Service (upper inset).
2. Delorme World Basemap
digital mapping (2010, lower
3. Burlington, NC (1980),
BURLINGTON Lake Burlington, NC (1969),
inset).
c K
10:
d
L-_Xivette House Road Gibsonville,
NC (1970), and
PVvaYIROad -
Ossipee, NC (1970) 7.5
minute topographic
1_4 0 ELON,
quadrangles provided by the
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U.S. Geological Survey.
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Milk
70
Drawn by: SGID
1- z . . . . . . Date: Oct 2013
Legend
Scale: As Shown
Aycock Springs Stream and Wetland Restoration Site
Project No.: 13-004.02
4VILLE
t.,,r
Aj.
County lines
Wh W,
itSett ParkJ FIGURE
1 0.5 0 1 2 3
1 Miles
t
'I
I!, tnick Ro,c,,
Stream and
E
Wetland
Lake OeW
ILL
V` Pitt R Oad
L
87
Restoration
107
Site
0
1,nn gi,_r
E on
:zr I!ttane
0
Aycock Springs
I Graham
Stream and Wetland
Restoration Site
Alarnance County, NC
Ali I7
at n Al
Title:
P
p s o n,. Ile
•Sv,
I
36.127271 N
54
Power Line Road(-
-79.525214 W
Canc Creek
C a rm
V 4
Project
t GFL-Enmial; v o, u n ta In s
Saxapa
•ad
------
Location
2
L 0
sno•', Camp
/V
IL
Notes:
L
------------------------- Background Imagery sources
F. GIB.SONVIL E
1 71, T
1 100 (provided by ESRI Data and
c; I a 1 0 Maps):
C, 1. Physical Map of the United
\dr
States (2009) created by the
U.S. Park Service (upper inset).
2. Delorme World Basemap
digital mapping (2010, lower
3. Burlington, NC (1980),
BURLINGTON Lake Burlington, NC (1969),
inset).
c K
10:
d
L-_Xivette House Road Gibsonville,
NC (1970), and
PVvaYIROad -
Ossipee, NC (1970) 7.5
minute topographic
1_4 0 ELON,
quadrangles provided by the
J
U.S. Geological Survey.
WHITSETT
4
o Church Street 71
Milk
70
Drawn by: SGID
1- z . . . . . . Date: Oct 2013
Legend
Scale: As Shown
Aycock Springs Stream and Wetland Restoration Site
Project No.: 13-004.02
4VILLE
t.,,r
Aj.
County lines
Wh W,
itSett ParkJ FIGURE
1 0.5 0 1 2 3
1 Miles
t

aln` Rocking
No
se
-
M Bari
t`
h ;.
t Y
eywll "
Bison11Vent
_ =
Rn nr
-�
Location of Aycock Springs
"
a
Stream and Wetland
l`
_ ` f
Restoration Site within
—
_
Axiom E -im—e Lah, im.
USGS Hydrologic Unit and
,
Prepared for:
-`"'
Targeted Local Watershed
i{ b
00000 2030010
o timber ke
Li- We lake lake 8
-
and
,--
Belews C,r
ny
Creek yak n,�o
Prospec ill
ountain
M
airs S rzt
r
Location of
.,,-
h ___
Cripple Creek Reference Site
alkertow � G.cb: r
;.:,- , ;
fe r Grove _ Bahama
• -
Project:
keview
R
L e Ormagk
ie
Butn
F n ..nt �. -•r
ntovy
•
_ -
-
-
_ - ol, t -r 341 :•f
eansvll
F
Burlrngton ,d.�r
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Aycock Springs
L i
it e )orri �e[1�lia
S
o
E,rt,�.tlll
ham
-- Wit..` tllsborough
Stream and
! ,
Lak Ridg e
ro a
Wetland
i
13ur{ir to
-
5
Restoration
: +al{burg 0 . Hod wr
�e
c
Site
-'?'
•.la ,st>awvrr
s
Urh
leasesGarden
1
_ =�1
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ara
Sa:xa
€v
Alamance County, NC
Clim
1 . 1 I-
Juiian
:rrT'
Title:
rtnRy
. 71iu swifle `
_ _ Fa 1 i,
- I; to,
urhjR{
tiahai
�
Location of
Liberty
y
4;f
Hydrologic
Cedarock Reference Site
t
+"
Unit Map
_
j�Morris
tt
N
`` Staley
:.
Cary .
}fat Shepher
ain Mountain
_
hum
$ Everett Jorda
e F
-Siler t ity
-
1 yrt15 _
pex
Drawn by: SGD
Legend
*S r
G{ty'unicipal
Date:
OAycock Springs Stream and Wetland Mitigation
Site easement
�J
Hill
1
1 ,
Nov 2014
L USGS Hydrologic Unit 03030002
I'
•'�.
r Holly Spring
Scale: As Shown
O 14 -digit hydrologic unit boundary
4s,
e
P,nCUre
Project No.: 13- 004.02
Targeted Local Watersheds
.•Bear Creek
o 'e l ClPon HLV?
1
L Reservoir
oldsto Flee
Reference site location
Fuquay -b'
r a
FIGURE
Gull m c �5 r ,•t_
l;
10 5 0
10
20
Miles
O—_-

l Zf .r
'- •� Y O D
Z
Om
ILL
_J On +
�. r ±7 r z
Total Drainage Area = 4.7 sq mi
(3008 ac)
r r
+ Axiom t ironmental, Inc-
'
Prepared for:
t o Radto Tower �k` #
F� ff 87 Project:
T Aycock Springs
Stream and
_ Wetland
Restoration
- - Site
0.19 sq mi
(119 ac) Alamance County, NIC
•+, Title:
Topography
0.11 sq mi and
(68 ac) , ✓ " Drainage Area
0.04 sq mi
(26 ac) Notes:
Background Imagery sources
1 (provided by ESRI Data and
_ Maps):
'r 1. Burlington, NC (1980),
LATE;, ? Lake Burlington, NC (1969),
�� Gibsonville, NC (1970), and
Site Ossipee, NC (1970) 7.5
minute topographic
TT 3.1 quadrangles provided by the
f� i 1ti, o U.S. Geological Survey.
CP
f/ 1
�Yf 1 i
,r +„ VJ }
Drawn by: WGL
�. 7��',,`. Date: OCT 2013
L Scale: A
(, _ ..�+
'� h �
I
As o
�I -
r
Legend
Project No.: 13- 004.02
♦ 4. T
Aycock Springs Stream and Wetland Restoration Site -} - _ _ +� � ,. � � "� � � 1' � � � ; �.. / '/' /� �� -�� ;-�, �� ,� � —•
FIGURE
Little Alamance, Travis, & Tickle Creek (LATT) Watersheds Restoration Plan - Site TT 3.1 ,. $IA 7
Guilfod County Open Space -�'-
0 0.2 0.4 0.8 1.2 1.6
+m Miles

N
Soil Map Unit Soil Series
CbC2 Cecil fine sandy loam
HaC3 and HbB2 Helena Clay loam and Helena coarse sandy loam
Mc Mixed Alluvial Land /Poorly Drained
oa, = Sa Severely Gullied Land
Wd Worsham sandy loam
mm-
- A
6' + • .6'00
o r
6� w
-620
0
R Wetland located outside
` 632 �� �� } project boundary
3L I
Legend
QAycock Springs Stream and Wetland Mitigation Site = 13.3 acres
Existing Perennial Streams = 4771 linear feet
r
Existing Intermittent Streams = 298 linear feet
• Soil Profile
Soil Boundary -
Existing Wetlands = 1.6 ac
J Drained hydric soils = 0.6 acre _
4 -foot elevation contours 111
ImagerylOrthoimagery_2010
RGB
= Red: Band-1
0
Green: Band-2
Blue: Band-3
200 100 0 200 400 600
MWO
Feet
U ToZ ,
Axiom Envir mental, Inc.
Prepared for:
Y I—
mm
Project:
Aycock Springs
Stream and
Wetland
Mitigation
Site
Alamance County, NC
Title:
Existing
Conditions
Notes:
1. Background Imagery source:
2010 aerial photography
provided by the NC OneMap
Program (online, supported by
the NC Geographic Information
Coordination Council).
2. 4 -foot elevation contours are
generated from 2007 Light
Distance and Ranging (LiDAR)
data generated by the NC
Floodplain Mapping Program
and provided by the NC
Department of Transportation.
Drawn by:
SGD
Date:
APR 2014
Scale:
1:2400
Project No.:
14 -006
FIGURE
4

I�
J
Z
i 0 320 640 1,280 1,920 I
\ reet
1:8600
- V
i
I , i r
fl •
Poll
Legend - Drainage Area Topography
• Cedarock Reference Site
4
Cedarock Reference Drainage Area = 0.21 sq mi IF
JENPV
04
t
-:7-
r
A n'G
top yright:© 2013 Natio�aLGeographic Society, i,ubed
0 320 640 1,280 1,920
Feet
1:8600
` - -.AA
own. by. FIGURE
Axiom Environmental WGL
CEDAROCK REFERENCE DRAINAGE AREA
218 Snow Avenue Date:
(919Raleigh, -1693 3 AYCOCK SPRINGS RESTORATION SITE Mar 2014 ��
(919) 215 -1693
Alamance County, North Carolina Project:
Azipm Envlronnie.nW. Inc- 14 -005

Pw°. by FIGURE
Axiom Environmental EXISTING CONDITIONS WGL
218 Snow Avenue AYCOCK SPRINGS REFERENCE REACH
Pate
Raleigh, NC 27603 5 B
(919) 215 -1693 ABBEY LAMM REFERENCE SITE Mar 2o�4
Alamance County, North Carolina °' ° °t:
Azipnr Envirpnnrenlal, Inc- 14 -005

Cross Section 2
100
50 1 N- --- L I
Cros s Sec ion 1 J
..1
0 50 100 150
Referenre Pattern
Lp -p = 37 (25 - 68) ft
Lm = 68 (44 - 116) ft
Wbelt = 23 (20 - 38) ft
Re = 16 (11 - 27) ft
Lp -p /Wbkf = 4.6 (3.1 - 8.4)
Lm /Wbkf = 8.4 (5.5 - 14.3)
Wbelt /Wbkf = 2.8 (2.4 - 4.7)
Rc/Wbkf = 2.0 (1.4 - 3.3)
SIN = 1.20
Cross Section 3
Gross 5ecticri 4 279
278 � 1 �
277
/ B.nkfull �
276
275 -IVA\
;ross Section 5 274
0 10 20 30
200 250 300 350 400 450
Pattern Legend
Top of Bank
Thalweg
Cross Section
276 I I
275
Flr nrinrnne r??
- -
274
273
272
0 10 20 30
278 I
277 •�-
276
275
274 1
0
10 20 30
Cedarock Reference Reach
106
104
102
40
amiss SPrtinn 1 - Riffle
Abkf =6.6ft
Dave = 0.8 ft
Wbkf = 8.1 ft
Dmax = 1.1 ft
Bank Height = 2.0 ft
Bank Height Ratio = 1.8
W/D = 10.0
FPA = 18
ENT = 2.2
Stream Type = E
Cross Section 2 - Pool
Abkf =9.0ft
Wbkf =9.7ft
Dmax = 1.5 ft
100 i
98
96
I
94 r
92
0 50 100 150 200
250 300
280
.,,�- i IvvGtin �i is Al ca r
279
vs
277
r�
276
0 10 20 30
283
282
zs,
280 '4
r+Lfi JI
279
278
277
0 10 20 30
350 400 450
Cross Section 3 - Pnd
Abkf = 13.1 ft
Wbkf =8.9ft
Dmax = 2.1 ft
Cross SPrtinn 4 - Rifer
Abkf =9.6ft
Dave = 0.8 ft
Wbkf = 12.1 ft
Dmax = 1.4 ft
Bank Height = 1.4 ft
Bank Height Ratio = 1.0
W/D = 15.2
FPA = 25
ENT = 2.1
Stream Type = Eb
Cross Section 5 - Riffle
Abkf =8.0ft
Dave = 1.0 ft
Wbkf =8.0ft
Dmax = 1.4 ft
Bank Height = 1.4 ft
Bank Height Ratio = 1.0
W/D = 8.0
FPA =15
ENT = 1.9
Stream Type = Eb
Profile (Reference Reach)
Save =
0.0258 rise /run
Svalley
= 0.0310 rise
/run
Sriffle =
0.0316 (0
- 0.0576) rise /run
Spool =
0.0007 (0
- 0.018) rise /run
Srun =
0.0353 (0 -
0.3565) rise /run
Sglide
= 0.0029 (0
- 0.0431) rise /run
Water Surface
Channel Bed
Axiom Environmental, Inc.
NOTES /REVISIONS
Project:
Aycock Springs
Restoration Site
Alamance County
North Carolina
Title:
Cedarock Reference Reach
Dimension, Pattern,
and Profile
Scale:
NA
Date:
October 2014
Project No.:
14 -006
FIGURE NO.
5C

CP23�
7.67 ,
Rip Rap
Dissi tor�
Pad/ —
Te racell "
rop Structu
ev = 5W.4
s
Travis Creek
Start Enhancement
8. - 0+
Slope and Stake
Stream Banks
1W
LEGEND
0 50 100
nr�r
SCALE IN FEET
@,0,
1\
4
1
CP4
O 6)
Travis CreeN
End Restora
Sta = 07 +87
Elev = 594.a
Travis Creek
End Enhancement
Sta = 08 +86
Scale: FIGURE NO. Project:
As Shown
Date: Restoration Plan
October 2014 6A Aycock Springs Restoration Site
Project No.: Alamance County, North Carolina
14 -006
7
6C
613
UT 3
Start Restoration
Sta = 00 +00
Elev = 598.33
Drop Structure
Elev 597.79
UT 3
End Restoration
Sta = 02 +12
Elev = 594.51
os
N
0
Axiom Environmental, Inc.
Easement
Design Stream Channel
Preexisting Alignment
Major Topographic Line
Minor Topographic Line
IC
Cross Vane (Log or Stone)
Vane Arm (Log or Stone)
Slope Banks and /or Willow Stake
Brush Mattress
vv
Drop Structure
Rip Rap Dissipator Pad
Piped Crossing
Building or Structure
o""
Control Point
Wetland Restoration = 0.5 ac
Wetland Enhancement = 1.5 ac
0 50 100
nr�r
SCALE IN FEET
@,0,
1\
4
1
CP4
O 6)
Travis CreeN
End Restora
Sta = 07 +87
Elev = 594.a
Travis Creek
End Enhancement
Sta = 08 +86
Scale: FIGURE NO. Project:
As Shown
Date: Restoration Plan
October 2014 6A Aycock Springs Restoration Site
Project No.: Alamance County, North Carolina
14 -006
7
6C
613
UT 3
Start Restoration
Sta = 00 +00
Elev = 598.33
Drop Structure
Elev 597.79
UT 3
End Restoration
Sta = 02 +12
Elev = 594.51
os
N
0
Axiom Environmental, Inc.

6 1 I6,
o�,
sys
V Creek
�\ estoration
Slope and Stake
l
Travis Cr -eEk
Start Recto -Lito i
Sta = 1'-
Ele A L -.T2i -
IN FFFT
Scale:
As Shown
Date:
October 2014
Project No.:
14 -006
G
011,
1
o
rn
's
Travis Creek
End Restoration
Sta 20 +35
1
6A
613
LEGEND
6C
Easement
Design Stream Channel
Preexisting Alignment
on Credit Generation
Major Topographic Line
Minor Topographic Line
Cross Vane (Log or Stone)
Vane Arm (Log or Stone)
Slope Banks and /or Willow Stake
Brush Mattress
Drop Structure
Rip Rap Dissipator Pad
C Piped Crossing
\ Building or Structure
O°P` Control Point
Wetland Restoration = 0.5 ac
Wetland Enhancement = 1.5 ac
6
Travis Creek s9s
Tie to Existing Grade
Sta = 20 +95
Elev = 592.24
FIGURE NO. Project:
Restoration Plan
6 B Aycock Springs Restoration Site
Alamance County, North Carolina
)))4
ROCK
Axiom Environmental, Inc.

�i
' 62o r
0 50
7'0."01
SCALE IN FEET
Scale:
As Shown
Date:
October 2014
Project No.:
14 -006
/625/
cP
Tie Pipe
Infall to
Existing
Im
0
Pipe outfall —A
Invert = 614.85 RC
I
0 0)
UT 2
End Restoration
Sta = 06 +75
Elev = 593.04
w
o�
r Pad
oration
6A
[. 3
LEGEND
Easement
Design Stream Channel
Preexisting Alignment
Major Topographic Line
Minor Topographic Line
C Cross Vane (Log or Stone)
Vane Arm (Log or Stone)
Slope Banks and /or Willow Stake
Brush Mattress
Drop Structure
Rip Rap Dissipator Pad
Piped Crossing
C Building or Structure
O°P` Control Point
Wetland Restoration = 0.5 ac
Wetland Enhancement = 1.5 ac
1 Terracell
Drop Structure
Elev = 591.87
Restoration
=13 +21
= 589.09
FIGURE NO. Project:
Restoration Plan
6CAycock Springs Restoration Site
Alamance County, North Carolina
Ri�
-I �11W
RESTORATION
SYSTEMS I LLC Axiom Environmental,

POOL POOL 15' MIN. W i
VALLEY
RUN GLIDE RIFFLE RUN GLIDE RIFFLE SIDE SLOPE LIVE WILLOW STAKES
COIR FIBER
EROSION PROPOSED
_ _ # WATER SURFACE _ _ _ _ ` 3 CONTROL MATTING FLOODPLAIN
ri-
m - MIC� �1 Class A and Axiom Environmental, Inc.
- \ -- _ Cobble Slone
21 p p
BANK SLOPE t
EXTEND STONE W of
BOTTOM OF BED MATERIAL UP
CHANNEL CHANNEL BANK
bol
POOL -TO -POOL SPACING (ff.) TO 1/3 D riff dry - -
(VARIES - SEE NOTE 1) rTI:R
TYPICAL CHANNEL PROFILE
NOTES:
1. POOL -TO -POOL SPACING IS MEASURED FROM
CENTER OF POOL BEND TO CENTER OF POOL BEND.
POOL LENGTH
HEAD nc
RIFFLE
TAIL OF
RIFFLE \ / -� TAIL E R2
+ /
DESIGN \ a Goo" �_ � \ RIFFLE %
CHANNEL / �J ' \•
rn
HR2
'h Rt
TYPICAL CHANNEL PLAN VIEW
CHANNEL PLAN VIEW NOTES:
TYPICAL RIFFLE CROSS - SECTION
W pool
COIR FIBER
EROSION LIVE WILLOW
CONTROL MATTING STAKES
SEE NOTE 4 PROPOSED
PROPOSED FLOODPLAIN%
FLOODPLAIN `
ARIES 2 �,O
0
MAX. 1:1 SLOPE
TYPICAL POOL CROSS - SECTION
CHANNEL CONSTRUCTION NOTES:
1. MATERIAL EXCAVATED FROM CHANNEL AND FLOODPLAIN SHALL BE
USED TO BACKFILL EXISTING CHANNEL.
2. BANK PROTECTION SHALL CONSIST OF NATURAL COIR FIBER MATTING.
1 THE CONTRACTOR SHALL SUPPLY BED MATERIAL FOR THE ENTIRE BED
LENGTH OF EACH RIFFLE SECTION. THE BED MATERIAL SHALL CONSIST OF
A MIX OF CLASS B AND CLASS 1 STONE.
NOTES /REVISIONS
Project:
Aycock Springs
Restoration Site
Alamance County
North Carolina
1. THE CONTRACTOR SHALL LAYOUT THE CHANNEL ALIGNMENT BY LOCATING
CROSS - SECTION DIMENSIONS
Title:
THE RADII AND SCRIBING THE CENTER LINE FOR EACH POOL BEND. THE
CONNECTING TANGENT SECTIONS SHALL COMPLETE THE LAYOUT OF THE CHANNEL.
REACH
Wbkf(ft.)
Wbot(ft.)
Driff(ft.)
Dthal(ft.)
Dpool(ft.)
Wpool(ft.)
Wthal(ft.)
PROPOSED DIMENSION,
2. FIELD ADJUSTMENTS OF THE ALIGNMENT MAY BE REQUIRED TO SAVE TREES
Unnamed Tributaries 1 and 2
7.8
4.6
0.7
0.1
1.1
9.4
1.0
PATTERN, AND PROFILE
OR AVOID OBSTACLES. THE STAKE -OUT SHALL BE APPROVED BY THE CONSTRUCTION
Unnamed Tributary 3
5.5
3.9
0.3
0.1
0.8
6.6
1.0
MANAGER BEFORE CONSTRUCTION OF THE CHANNEL.
Unnamed Tributary 4
9.4
5.4
0.9
0.1
1.0
11.3
0.5
Travis Creek
27.7
16.5
2.7
0.1
3.8
33.3
1.0
Scale: FIGURE NO.
NA
Date:
October 2014
7
Project No.:
14 -006

LOG CROSS VANE
SCALE:NTS
1 IEP
0OL -
NOTES:
1. HEADER AND FOOTER LOGS SHALL BE A MINIMUM OF 18"
DIAMETER AND SHALL BE A HARDWOOD SPECIES.
(FOOTER LOG MAY BE SUBSTITUTED WITH PINE)
2. A DOUBLE FOOTER LOG MAY BE REQUIRED IN SAND BED
STREAMS.
3. ALL STONES ARE TO BE STRUCTURE STONES.
4. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE
OF THE STRUCTURE TO PREVENT WASHOUT OF SEDIMENT
THROUGH LOG GAPS. FILTER FABRIC SHALL EXTEND
FROM THE BOTTOM OF THE FOOTER TO THE FINISHED GRADE
ELEVATION AND SHALL BE PLACED THE ENTIRE LENGTH OF THE
STRUCTURE.
5. PERPENDICULAR ROOTWAD LOGS ARE REQUIRED IF THE LOG
VANE ARM DOES NOT HAVE A ROOTBALL TO TIE INTO THE BANK.
-"
if-4 10 �nq HEADER LOG _\
7• -0- A COIR LOG
CLASS 'A' RIP RAP /
NATIVE CHANNEL
MATERIAL
�J
EXISTING TOP OF BANK #57 STONE / NATIVE
GROUND HEADER LOG (BANKFULL) GROUND CHANNEL MATERIAL
COIR LOG
TOP OF BANK
FL_ OW _ (BANKFULL)
?7f SCOUR
BACKFILLED AND COMPACTED POOL - FILTER
WITH #57 STONE AND I� FABRIC
CLASS W RIP RAP / NATIVE ✓ FOOTER LOG J
CHANNEL MATERIAL
STREAMBED FILTER FABRIC SECTION A -A
ELEVATION FOOTERLOG
SECTION B -B
REACH ARM LENGTH (FT.) CHANNEL DEPTH (FT.)
Tributaries 1, 2, 3 and 4 7 0.8-1.0
Travis Creek 22 2.7-3.0
ELEVATION
NOTE:
PLAN VIEW
J FLOW
#57 STONE AND
MEASURING A MINIMUM OF 24" ALONG THE SHORTEST DIMENSION.
CLASS'A' RIP RAP/
FILTER FABRIC
NATIVE CHANNEL
MATERIAL
CHANNEL
CHANNEL
1
A
LOG SILL
BANK I
1I,/� BANK
FILTER
1 IEP
0OL -
NOTES:
1. HEADER AND FOOTER LOGS SHALL BE A MINIMUM OF 18"
DIAMETER AND SHALL BE A HARDWOOD SPECIES.
(FOOTER LOG MAY BE SUBSTITUTED WITH PINE)
2. A DOUBLE FOOTER LOG MAY BE REQUIRED IN SAND BED
STREAMS.
3. ALL STONES ARE TO BE STRUCTURE STONES.
4. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE
OF THE STRUCTURE TO PREVENT WASHOUT OF SEDIMENT
THROUGH LOG GAPS. FILTER FABRIC SHALL EXTEND
FROM THE BOTTOM OF THE FOOTER TO THE FINISHED GRADE
ELEVATION AND SHALL BE PLACED THE ENTIRE LENGTH OF THE
STRUCTURE.
5. PERPENDICULAR ROOTWAD LOGS ARE REQUIRED IF THE LOG
VANE ARM DOES NOT HAVE A ROOTBALL TO TIE INTO THE BANK.
-"
if-4 10 �nq HEADER LOG _\
7• -0- A COIR LOG
CLASS 'A' RIP RAP /
NATIVE CHANNEL
MATERIAL
�J
EXISTING TOP OF BANK #57 STONE / NATIVE
GROUND HEADER LOG (BANKFULL) GROUND CHANNEL MATERIAL
COIR LOG
TOP OF BANK
FL_ OW _ (BANKFULL)
?7f SCOUR
BACKFILLED AND COMPACTED POOL - FILTER
WITH #57 STONE AND I� FABRIC
CLASS W RIP RAP / NATIVE ✓ FOOTER LOG J
CHANNEL MATERIAL
STREAMBED FILTER FABRIC SECTION A -A
ELEVATION FOOTERLOG
SECTION B -B
REACH ARM LENGTH (FT.) CHANNEL DEPTH (FT.)
Tributaries 1, 2, 3 and 4 7 0.8-1.0
Travis Creek 22 2.7-3.0
ELEVATION
NOTE:
HEADER AND FOOTER STONES ARE LARGE, ANGULAR BOULDERS
MEASURING A MINIMUM OF 24" ALONG THE SHORTEST DIMENSION.
� 5 EXIST. 5
\ CHANNEL
HEADER
CHANNEL
CHANNEL
1
\ STONE
BANK I
1I,/� BANK
FILTER
0
\
r
FABRIC
k c;
r
FOOTER
I
I
ELEVATION A -A STONE
20'- 30
20- 30
ARM LENGTH
HEADER STONE
}h-
I
0.5' HEADER STONE BACK FILL
I'�
TO GRADE
FOOTER STONE CHANNEL
FOOTER I
® DE TH �— FLOW
® ® „+
STONE
— EXIST.
GROUND
0
Y I
_
C
I
ROCK FILL FILTER FABRIC
(#57 STONE)
PLAN VIEW
WHERE NEEDED PROFILE e -B
TYPICAL CROSS
-VANE
\ \ CHANNEL
\ BANK
A \ \ m tl
CHANNEL ` t
BANK t I
�I I
LARGE
STONE
/
SCOUR
HOLE
NOTE:
FILTER FABRIC TOED IN AND DRAPED
ON UPSTREAM SIDE OF LOG VANE
PRIOR TO BACKFILL.
TOP OF BANK
PLAN VIEW
SCALE: N.T.S.
1A
LOG VANE
FILTER
FABRIC
LARGE
STONE
TOP OF BANK
BANKFULL
FLOWS °
N
BOTTOM O jAtL EL
CROSS- SECTION A -A
SCALE: N.T.S.
FILTER
FABRIC
- LOG VANE
NOTE:
FILTER FABRIC TOED IN AND DRAPED
PROFILE B -B ON UPSTREAM SIDE OF LOG VANE
SCALE: N.T.S. PRIOR TO BACKFILL.
TYPICAL LOG VANE
Axiom Environmental, Inc.
NOTES /REVISIONS
OF Project:
Aycock Springs
Restoration Site
Alamance County
North Carolina
Title:
TYPICAL
STRUCTURE
DETAILS
Scale:
NO SCALE
Date:
October 2014
Project No.:
14 -006
FIGURE NO.
8A
\
\
\ \ CHANNEL
\ BANK
A \ \ m tl
CHANNEL ` t
BANK t I
�I I
LARGE
STONE
/
SCOUR
HOLE
NOTE:
FILTER FABRIC TOED IN AND DRAPED
ON UPSTREAM SIDE OF LOG VANE
PRIOR TO BACKFILL.
TOP OF BANK
PLAN VIEW
SCALE: N.T.S.
1A
LOG VANE
FILTER
FABRIC
LARGE
STONE
TOP OF BANK
BANKFULL
FLOWS °
N
BOTTOM O jAtL EL
CROSS- SECTION A -A
SCALE: N.T.S.
FILTER
FABRIC
- LOG VANE
NOTE:
FILTER FABRIC TOED IN AND DRAPED
PROFILE B -B ON UPSTREAM SIDE OF LOG VANE
SCALE: N.T.S. PRIOR TO BACKFILL.
TYPICAL LOG VANE
Axiom Environmental, Inc.
NOTES /REVISIONS
OF Project:
Aycock Springs
Restoration Site
Alamance County
North Carolina
Title:
TYPICAL
STRUCTURE
DETAILS
Scale:
NO SCALE
Date:
October 2014
Project No.:
14 -006
FIGURE NO.
8A

WATER SURFACE
ELEVATION
rTR TERRACELL
TWINE
c
0
FILTER CLOTH
18 IN TERRACEL
SYNTHETIC GEOGRID
PROFILE
BR TERRACELI
RIP RAP
(SEE NOTES)
TERRACELL STRUCTURE NOTES:
1. CONTRACTOR WILL INSTALL 18 -INCH TERRACELL SYNTHETIC GEOGRID AS PER THE MANUFACTURER'S
SPECIFICATIONS.
2. AT BOTTOM RIFFLE DOWNSTREAM FROM TERRACELL STRUCTURE THE POOL WILL BE ARMORED WITH
EROSION CONTROL FABRIC AND CLASS 1 RIP RAP OR OTHER SUITABLE MATERIAL.
A MINIMUM OF 50 BRANCHES, 1" OR LESS IN DIAMETER, PER 3 FEET EVENLY
DISTRIBUTED FOR FULL WIDTH OF MATTRESS
j.
WOODEN POSTS
0 LIVE STAKE ( SEE NOTE 4 &5)
°
9 GAUGE GALVANIZED WIRE SECURED
TO POSTS ( SEE NOTE 4)
IX;c o
0
BASAL ENDS FACING DOWN SLOPE (IN
° CONTACT WITH FASCINE, IF USED)
1
o
LIVE FASCINE (SEE NOTE 5)
WATER
..........
A
PLAN VIEW
NOT TO SCALE
SAW 1 1/2 "x3 1/2"
DIAGONALLY TO
PRODUCE TWO
1 1/2 "X3 1/2"
LUMBER
POST DETAIL
NOT TO SCALE
MEAN WATER LEVEL
`NOODEN POST
3RUSHLAYER
3OVERED WITH MIN. 3"
-AYER SELECT CLEAN
=ILL AND HAND
rAMPED
1.5' MINIMUM
CONSTRUCTION SPECIFICATIONS
FILTER CLOTH
18 IN TERRACELL
SYNTHETIC GEOGRID
Wbot 6.0 ft
CROSS - SECTION
TERRACELL STRUCTURE NOTES:
1. CONTRACTOR WILL INSTALL 18 -INCH TERRACELL SYNTHETIC GEOGRID AS PER THE MANUFACTURER'S
SPECIFICATIONS.
2. ONCE THE SYNTHETIC GEOGRID HAS BEEN INSTALLED, GEOCELLS WILL BE BACKFILLED WITH GRAVEL
AND TOPSOIL AND PLANTED WITH EROSION CONTROL GRASSES AND WILLOW STAKES (SALIVN/GRA.
1. LAYERS SHALL BE COMPRISED OF LIVE QUICK- ROOTING SPECIES.
2. FILL MATTRESS WITH SOIL AND EVENLY DISTRIBUTE TO APPROXIMATELY 4"
IN DEPTH AND HAND TAMP.
3. PLACE POSTS EVENLY OVER THE GRADED FACE USING T SQUARE SPACING.
IF LIVE STAKES ARE SPECIFIED, ALTERNATE EVERY OTHER ON WITH THE POSTS.
4. STRETCH 9 GAUGE GALVANIZED WIRE DIAGONALLY FROM ONE POST TO
ANOTHER BY TIGHTLY WRAPPING WIRE AROUND POSTS, NO CLOSER THAN 6"
FROM THE TOP OF POST. WIRE SHALL NOT BE ATTACHED TO LIVE STAKES,
IF THEY ARE SPECIFIED. POUND STAKES TO COMPRESS MATTRESS.
5. LIVE FASCINES AND LIVE STAKES ARE INSTALLED AT TOE OF ALL BRUSH MATTRESS
LOCATIONS. ROCK TOE PROTECTION MAY BE USED AT THE DIRECTION OF THE FIELD
ENGINEER.
NOTES /REVISIONS
Project:
Aycock Springs
Restoration Site
Alamance County
North Carolina
Title:
TYPICAL
STRUCTURE
DETAILS
Scale:
NO SCALE
Date:
October 2014
Project No.:
14 -006
FIGURE NO.

Piedmont /Low Mountain Dry -Mesic Oak - Hickory Stream -side
Vegetation Association Alluvial Forest* Forest* Assemblage ** TOTAL
Area (acres) 4.8 4.^ 28 11.9
616 Species # planted* % of total # planted* % of total planted ** % of total # planted
Tag alder (Alnus serrulata) -- -- -- -- 3046 40 3046
River birch (Betula nigra) 326 10 — -- -- -- 326
Ironwood (Carpinus caroliniana) -- -- 439 15 -- -- 439
Silky dogwood (Corpus amomum) 326 10 -- -- 1523 20 1849
Flowering dogwood(Cornusflorida) -- -- 146 5 -- -- 146
Persimmon (Diospyros virginiana) -- -- 146 5 -- -- 146
White ash (Fraxinus americans) -- -- 439 15 -- -- 439
Green ash (Fraxinus pennsylvanica) 326 10 -- -- -- -- 326
Tulip poplar (Liriodendron odipifera) 326 10 — -- -- -- 326
Swamp black gum (Nyssa biflora) 326 10 -- -- -- -- 326
Sycamore (Platanus occidentalis) 326 10 -- -- -- -- 326
��-- Red maple (Acer rubrum) -- -- 439 15 -- -- 439
J
White oak (Quercus alba) -- -- 439 15 -- -- 439
Water oak (Quercus nigra) 326 10 292 10 -- -- 618
Cherrybark oak (Quercus pagoda) 326 10 -- -- -- -- 326
Willow oak (Quercus phellos) 326 10 292 10 -- -- 618
Northern red oak (Quercus rubra) -- -- 292 10 -- -- 292
Black willow (Salix nigra) -- -- -- -- 3046 40 3046
American elm (Ulmus americana) 326 10 -- -- -- -- 326
TOTAL 3260 100 2924 100 7615 100 13,799
* Planted at a density of 680 stems /acre.
** Planted at a density of2720 stems/acre.
K
J
67o'
LEGEND
Easement
w
w�
R K
Design Stream Channel
Major Topographic Line
Minor Topographic Line
Streamside Assemblage
Piedmont/Low Mountain Alluvial Forest `\
o Dry-Mesic Oak Hickory Forest
Building or Structure
s.`
I �� X100
_ -LE IN FEET
Axiom Environmental, Inc.
NOTES /REVISIONS
Project:
Aycock Springs
Restoration Site
Alamance County
North Carolina
Title:
Planting Plan
Scale: FIGURE NO.
As Shown
Date: 9
October 2014
200 Project No.:
14 -006

i
i
Benthic
I Macroinvertebrate
Sample #1
9
;u
LEGEND
Easement
Design Stream Channel
Channel Backfill
Major Topographic Line
Minor Topographic Line
Cross Vane (Log or Stone)
Vane Arm (Log or Stone)
Drop Structure
I Piped Crossing
Building or Structure
Vegetation Plot
Monumented Cross Section
0 Groundwater Gauge
0 Surfacewater Gauge
Wetland Restoration = 0.5 ac
Wetland Enhancement = 1.5 ac
Benthic
Macroinvertebrate
Sample #2
t
Benthic
Macroinvertebrate
Sample #3
Axiom Environmental, Inc.
NOTES /REVISIONS
Project:
Aycock Springs
Restoration Site
Alamance County
North Carolina
Title:
Monitoring Plan
Notes:
1) Permanently monumented cross sections will be established and monitored Scale: FIGURE NO.
approximately every 50 feet alon stream restoration reaches. As Shown
Date: 1 O
2) Benthic Macroinvertebrate sampling is to be conducted for informational October 2014
purposes and is not expected to be tied to success criteria. I L o Project No.:
Ro titir 14 -00R0-
SCALE IN FEET

Appendix B
Existing Stream Data
Figure B1. Cross - section Locations
Existing Stream Data
Mitigation Plan (Contract No. 5791) Appendices
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

XS 33-"
XS 43
LEGEND
Easement
Major Topographic Line
Minor Topographic Line
Building or Structure
oc " Control Point
Cross Section
�XS 35
r
�XS 36
XS 37
K
a
XS 105
XS 101
XS 98
i
/=RS 120
�I
4 XS 117
I
XS 115
1 `
XS 112
XS 97
XS 95
Axiom Environmental, Inc.
NOTES /REVISIONS
Project:
Aycock Springs
Restoration Site
Alamance County
I "( North Carolina
/J
Title:
Cross Section
Locations
Scale: FIGURE NO.
As Shown
Date: B-1
October 2014
I o 101 zoo Project No.:
14 -006
SCALE IN FEET

Tributary 1 XS 120 Riffle - --
97 II
u 93 ` )
92
9, i
90
0 10 20 30 40 50 60 70
Width from River Left to Right (ft)
of instrument
Tri bu la,1 -XS 117 Riffle --
91
90 F^
88
86
35
B2
0 10 20 30 40 50 60 70
Width from River Left to Right (ft)
IS
FS
o -�,
.-mg's
slevalior
bankfull
top of bank (l{)
slope ( %)
notes
96.03388
(ft)
elevation
88.78515
bankfull top of bank (ft)
slope (%
95.26113
92.21
94.72
94.71647
86.82473
84.12 1 88.79
92.43711
..1mensions
85.82086
91.52465
4.3
Ix-section area
0.9
d an
90.69106
4.7
Iwidth
6.2
we
90.37212
1.8
Id max
0.7
91.91528
4.3
Ibank ht
5.3
93.55157
12.0
I W flood prone area
2.5
94.55382
85.55299
1.6 1d max
0.8
h d radi
95.8972
hyd I iirs
87.11927
6.3 Ibank ht
96.12753
.
Ivelot,V (ft/sec)
96.74206
0.0
ldischarge rate, QIcfsl
am ratio
0.00
(shear stressJ(Ibs �y)
0.00
�shearvelocity ;secj
89.98319
hyd�� tics
0.000
(unit stream pewer (Ibs /ftlsec)
0.00
IFroude number
0.0
(friction factor u /u'
0.00 (shear stress !( ps/ft�
04
(threshold grain size (mm
,
materia
measured D84 (mm)
0.000 (unit stream ppwar (Ibs /ft/sec)
0.00 IFroude number
[,ecxirom,criannel
0.0
,relative roughness 1
0.0
1 fric. factor 1
0.000
1Manninq's n from channel materis
I
Tri bu la,1 -XS 117 Riffle --
91
90 F^
88
86
35
B2
0 10 20 30 40 50 60 70
Width from River Left to Right (ft)
height of instrument
(ft):
FS
FS FS W Ype
channel
Mannmg's
omit distance
notes
pt. (h)
(ft)
elevation
88.78515
bankfull top of bank (ft)
slope (%
86.82473
84.12 1 88.79
85.82086
84.74664
dimensions
_
82.53676
4.3 area
1.1
d mean
•
82.58614
Ix-section
3.8 width
5.5
wetP
85.55299
1.6 1d max
0.8
h d radi
87.11927
6.3 Ibank ht
3.4
w/d ratio
88.57777
8.0 1 W flood prone area
2.1
am ratio
89.6659
89.98319
hyd�� tics
90.55517
velocity (ff�aecl\
0.0 ldischanQe rate, cl ds�
0.00 (shear stress !( ps/ft�
0.00 (shear velocity ft/secf,
0.000 (unit stream ppwar (Ibs /ft/sec)
0.00 IFroude number
0.0 Ifriction factor u /u`
09 Ithreshold grain size (mm
check from channel materia
Q
D
0 1 measured D84 (mm)
0.0 elative roughness 1
0.0
fric. factor 1
D
Q
0.000 IManninq's n from channel materiz
I

Tributary 1 - HS 115 Riffle - --
89
88 -
87
86
85
84
w 83
82 -
81
80
0 10 20 30 40 50 60 70 80
Width from River Left to Right (ft)
of instrument
notes
elevation I I bankfull
81.23804
dimensions
81.20186
4.3
Ix-section area
0.8
d mean
81.31584
5.5
width 1
6.3
wetP
82.34985
1.2
d maz 1
0.7
h d radi
82.80654
3.7
k ht 1
7.0
w/d ratio
83.90923
27.0
1w flood prone area I
4.9
am ratio
84.8863
--
85.38753
hydraulics
85.00799
0.0
y1;ly! frilr \
84.44686
0.0
�S� arQ� rate, o 0s�
85.21244
0.00
shhear stressJ(I 5
85.35554
0.00
AA
shea�, PF1 }Y ,��
0.00
0.000
nit stream Vpwer ( s /ft/sec)
0.0
0.00J�Y��
number
"
0.0
//jjichon factor u /u`
11check from channel materia
"
fhreshold grain size (mm
0
red D84 (mm)
check from channel materia
0.0
0
measured 4 (mm)
I fric. factor
0.000
0.0
relativeg( yeas )
0.0
1 fric. factor
0.000
`Manning s n nom channel
materis
83!
83
82.5
82
81.5 -
i 81
80.5
80
79.5
0 10 20
T ri butary1 -xS 112 Riffle
- --
of instrument
30 Wid0from Rivet Qeft to Rig %Y(ft) 70 80 90 100
ROM
elevation I bankfull
81.96097
dimensions
80.28361
4.3
Ix-section area
0.6
Id mean
79.999
6.8
width 1
7.3
wetP
81.14675
1.3
Id max 1
0.6
lhyd radi
82.02216
2.5
1bank ht 1
10.9
w/d ratio
82.74847
20.0
I W flood prone area 1
2.9
ent ratio
82.98578
--
82.52643
hydraulics
83.20363
0.0
0.0
ve(gp�'yJ�,/sec)
s)
arr racy, o (�s)
0.00
Ic
sear stress (
0.00
Ishear�YVIPAv � sec
0.000
unit stream lower (lbs /ft/sec)
0.00
p number
0.0
FrPty
nchon factor u /u`
"
Ithreshold qrain size (mm'
11check from channel materia
0
red D84 (mm)
0.0
rela ive�g ness
re a
0.0
I fric. factor
0.000
Manning s n from channel
materiz

Tributary 1 - XS 97 Rite - --
Riffle - --
82.5
_
,
82
0.9
I
J J 1
81.5
08
x805
-�
c 06
80
►
J
0 5
795
79
7
�
� . .
.
04
0.3
.
oz
1
7�
°
0
7
0
10 20
30 40
50 60 70
80
90 100
0
02
04 0.6 0.8 1
1.2
Width from River Left to Right (ft)
Width from River Left to Right (ft)
section:
_
section:
Riffle
Riffle
description:
description:
(ft):
rS
FS FS W rpa
criannei
Manning' s
height of instrument
height of instrument
(ft):
FS - p.: �-nannel
Manning's
omit distance
omit
distance
FS
notes at
(h)
i (ft)
'.'
elevatior
80.81001
bankfull top of bank (ft)
slope (%)
notes
pt
(ft)
(ft)
elevation bankfull top of bank (ft) slope (%)
Q
•
80.33421
79.12 1 80
Q
1 0 --
80.02253
0
80.00348
dimensions
dimensions
0
79.44715
4.3 Ix-section area
0.8
ean
0.0 x-section area 0.0
d mean
0
•
78.78115
5.7 Iwidth
6.8
P
0.0 Iwidth 0.0
at P
D
77.70184
1.5 d max
0.6
radi
Fen
0.0 Id max 0.0
h d radi
D
77.58598
2.4 (bank ht
7.5
ratio
0
0.0 (bank ht 0.0
w/d ratio
79.03274
73.0 1W flood prone area
12.8
ratio
0.0 I W flood prone area 0.0
ant ratio
13
80.35059
13
82.03476
iT' M lift'
Q
0.0 Iveloc y (fVsec
0.0 ldischar)? rate cfs1
0.00 !shear sVess ((Ibs /ff �)
u 0 vet -cit (-see
0.0 ldischaY rate /cfs�
0.00 !shear stress f(Ibs/f[
0
D
0
0.00 !shear velocity (fUsec�
0
0.00 !shear velocity (ft/secf
0. 000 !unit stream ppwer (Ibs /ft/sec)
0.000 !unit stream ppwer (Ibs /ft/sec)
0
0
0.00 lFroude number
0.00 lFroude number
0.0 !friction factor /
0.0 !friction factor u /u'
0
&B Ithreshold grain size (mm
13
0.0 !threshold grain size (mm
o
check from channel matena
13
c heck from channel materia
0 measured D84 (mm)
0 1 measured D84 (mm)
0
0.0 !relative roy��,ness
0.0
1 fric. factor
0.0 !relative rogphn -s ) 0.0
fric. factor
0
_
0.000 IManninq's n from channel ma[eriz
0.000 1Manninq's n from channel materiz
0
0

Cross Section
93
92.5
92
x- section area
0.5
9.1
0.5
18.1
5.0
Tributary 2 - XS 105 Riffle --
width
wet P
91.5
h d radi
bank ht
w/d ratio
W Flood prone area
ent ratio
hydraulics
0.0
0.0
0.00
0.00
0.000
0.00
0.0
IL &8
velocity ft/sec
discharge rate, Q cfs
shear stress Ibs /ft s
w 91
shear velocity ft/sec
unit stream power Ibs /ft/sec
Froude number
friction factor u /u*
threshold grain size mm
90.5
check from channel material
0
0.0
0.000
1 mea sured " Lim m
relative rou hness 1 0.0
fric. factor
Mannin 's n from channel material
90
0
5 10
15 20 25 30 35 40 45 50
Width from River Left to Right (ft)
section: Tributary
2 -
Riffle
XS 105
description:
height of instrument ft
•r
r
omit
notes t.
distance
ft
r
�� r . 'I
• r -?
• • r -�
FS
ft
r
r
_: i • : •
• • r
• • r •
RIM
elevation
92.57193
91.79261
91.55637
90.86854
90.28665
91.15931
91.83393
92.12539
92.85224
1
FS FS W fpa channel Manning's
bankfull to of bank ft sloe % "n"
8.6 8.44 40.0
91.4 91 ,56
dimensions
4.3
8.6
1.1
1.3
40.0
x- section area 1 0.5 Id
width 8.9
d max 0.5
bank ht 17.3
W flood rone area 4.7
mean
wet P
h d radi
w/d ratio
ent ratio
hydraulics
0.0
0.0
0.00
0.00
0.000
0.00
0.0
0-0
velocity ft/sec
discharge rate, Q cfs
shear stress Ibs /ft s
shear velocity ft/sec
unit stream power Ibs /ft/sec
Froude number
friction factor u /u*
threshold grain size mm
check from channel material
0
0.0
0.000
measured D84 mm
relative rou hness 1 02�d
Mannin 's n from channel mat
88.i
88
87.5
" 87
S° 86.5
w
86
85.5
85
0
notes
Tributary 2 - XS 101 Riffle - --
10 20 30 40 50 60
Width from River Left to Right (ft)
of instrument
70 80 90
bankfull I ton of bank) (ft) I slope ( %) I
dimensions
4.3
8.8
1.0
1.4
44.0
x- section area
0.5
9.1
0.5
18.1
5.0
d mean
width
wet P
d max
h d radi
bank ht
w/d ratio
W Flood prone area
ent ratio
hydraulics
0.0
0.0
0.00
0.00
0.000
0.00
0.0
IL &8
velocity ft/sec
discharge rate, Q cfs
shear stress Ibs /ft s
shear velocity ft/sec
unit stream power Ibs /ft/sec
Froude number
friction factor u /u*
threshold grain size mm
check from channel material
0
0.0
0.000
1 mea sured " Lim m
relative rou hness 1 0.0
fric. factor
Mannin 's n from channel material

Riffle - --
1
0.8
0.7
0.6
0.5
m 0.4
w
0.3
0.2
g01
0 0.2 0.4 Width from RiveroAft to Right (ft) 0.8 1 12
Riffle
of instrument
notes I ot. I (ft) I (ft) I elevation I I bankfull Itop of bank) (ft) I slope M) I "n"
dimensions
0.0
1 x- section area 0.0
d mean
0.0
Tributary 2 - XS 98 Riffle - --
wet P
83
.
h d radi
0.0
bank ht I 0.0
82.5
0.0
W flood prone area I 0.0
ent ratio
hydraulics
82
\
0.0
veto (ft/sec)<
K
I
\>
T
(shearstress#lbs /ft i9)
� 81.5.
0.00
0.000
(shear velocity (ft/si)
1 unit stream Oower (lbs /ft/sec)
0.00
81
0.0
1ff;yon factory'
w
80.5
t�reshold grain size (mm)
check from channel material
80
I
NI-17 '...
....
Irelative rough ass 1 0.0
79.5:
!
I
0 10
20
30 40 50
60
Width from River Left to Right (ft)
section:
Riffle
description:
height of instrument
(ft)•r
omit distance
FS
FS FS W fpa channel
Manning's
notes
t. ft
ft
elevation
bankfull too of bank ft slope %
rr
82.65969
r
o'r
82.10968
80.74 81.47
81.46967
ye
80.54838
dimensions
79.90355
4.3 x- section area 0.4
80.44901
9.6 (width 9.7
Mratio
81.77878
0.8 Id max 0.4
82.45688
1.6 1 bank ht 21.3
17.0 1 W flood prone area 1.8
-owl
-1WI
hydraulics
0.0 velocity (ft/sec)
0.0 ldpoarpp. rate, QJcfs,
0.00 I shear stress lOPAI a
0.00 (shear velocity(ft/sq )
0.000 1 unit stream power (r6s /ft/sec)
0.00 1 Froude number
0.0 I(jjp6jyn factor u /u`
r
0:8 I reshold qrain size (mm)
check from channel material
0 measured D84Mm)
0.0 I relative rouqhness 1 0.0
I fdc. factor
0.000 1 Manninq's n from channel mat(rial
Riffle - --
1
0.8
0.7
0.6
0.5
m 0.4
w
0.3
0.2
g01
0 0.2 0.4 Width from RiveroAft to Right (ft) 0.8 1 12
Riffle
of instrument
notes I ot. I (ft) I (ft) I elevation I I bankfull Itop of bank) (ft) I slope M) I "n"
dimensions
0.0
1 x- section area 0.0
d mean
0.0
(width I 0.0
wet P
0.0
Id max I 0.0
h d radi
0.0
bank ht I 0.0
w/d ratio
0.0
W flood prone area I 0.0
ent ratio
hydraulics
0.0
veto (ft/sec)<
0.0
disch�q,e raj, Q (cfsl
0.00
(shearstress#lbs /ft i9)
0.00
0.000
(shear velocity (ft/si)
1 unit stream Oower (lbs /ft/sec)
0.00
1 Froude number
0.0
1ff;yon factory'
0,8
t�reshold grain size (mm)
check from channel material
0
Imeasured D84fmm)
0.0
Irelative rough ass 1 0.0
1 Eric. factor
0.000
1 Mannino's n from channel material

Tributary 3 - XS 35 Riffle - --
825
82
81.5
81
m 80.5
u 80 --
79.5
79
78.5
0 5 10 15 20 25 30 35 40 45
Width from River Left to Right (ft)
of instrument
81.93896
dimensions
80.19008
2.2
x- section area
0.5
d mean
78.93829
4.5
width
4.9
wetP
78.73073
0.8
d max
0.4
MraU.
79.51893
1.5
Ihpnk ht
9.1
w/d ratio
80.1954
10.0
ff��yy flood prone area
2.2
81.06304
0.0
velocj)vNAPPA
81.80106
hydraulics
IdII'schargre rate Q pfs�
0.0
q q (Wsecl
0.0
ety
i% argil rate,
0.00
a 's,
sear scr,eas
V
0.00
sheary�J.,j
0.000
lunit stream Ppwer s /ft/sec)
0.00
Froude number
Ithreshold grain size (mm
0.0
Ifriction factor u /u'
00
Ithreshold drain size (mm
check from channel materia
I relauvep�l�phness I
0.0
fric. factor I
0
met pred D84 (mm)
IManning s n from channel
materia
I
0.0
Irm alveJ fjn� c
0.0
I fric. factor I
0.000
IMannlnq s n from channel
materia
I
Tributary 3 - XS 36 Riffle - --
of instrument
20 25 30 35 40 45 50
Width from River Left to Right (ft)
FS I FS W fpa channel I Manning's
elevation bankfull too of bank (Po sloce (% 1 n
78.89359
dimensions
77 .82619
2.2
area
0.4
d mean
78.67809
5.0
Ix-section
width
5.5
wetP
79.28183
1.1
)d max
0.4
h d radi
80.00597
1.1
Id ht
11.4
w/d ratio
80.38851
18.0
I W flood prone area
3.6
ant ratio
0.0
velocj)vNAPPA
0.0
IdII'schargre rate Q pfs�
0.00
shear stress
0.00
shear "tjty ����
0.000
Iunit stream j wer Ibs/ft/sec)
0.00
I Froude n�ymba
0.0
(friction factor u /u'
04
Ithreshold grain size (mm
check from channel materia
0
rr1ee�s�ured D84 (mm)
0.0
I relauvep�l�phness I
0.0
fric. factor I
0.000
IManning s n from channel
materia
I

82
81.5
81
80.5
80
79.5
m 79
w
7s.s
78
77.5
77 0
Tributary 3 - XS 37 Rlftle - --
5 10 15 20 25 30
Width from River Left to Right (ft)
Riffle - --
1
0.9
0.8
0.7
0.6
0.5
0.4 I-
w
02
I I I I
0.1 -
I I I
0
0 0.2 0.4 Width from Riv Reft to Right (ft) 0.8 1
height of inst
u
I
height of instrument
(k):
omit distance
notes at (ft)
FS
(ft)
FS FS W fpa channel Manning's
elevatior bankfull top of bank (ft) slope (%)
815148
81.12005 78.49 80.73
80.72774
78.603 dimensions
77.40216 2.2 ix-section area 0.5 d mean
79.43467 4.1 width 4.7 wat P
81641558 1.1 Id max 0.5 h d reel
8129787 3.3 (bank ht 7.6 w/d ratio
7.0 I W flood prone area 1 1.7 ant ratio
y raulibs
0.0 yFF plty fft/c .)
0.0 lalschar ra(@/ D cfs1
0.00 (shear sPhass I, )Qs k s)
0.00 !s ear, (� f,
0.000 !unit stream lower s /k/sec)
0.00 1Fll �nt��gr
0.0 lrnction factor u /u
&B (threshold chain size (mm
check from channel materia _
0 1 n(Ei�pred D 4 (mm)
0.0 Ire a ive Jyu 0.0 !fric. factor
0.000 IManningrs n rom channel matehi
notes
omit
pt
distance
(ft)
FS
(ft)
FS FS W fpa channel Monolog's
elevation bankfull top of bank (ft) slope (%)
0 - --
dimensions
0.0 x- section area 0.0 d mean
0.0 (width 0.0 watP
0.0 !d max 0.0 h d radi
0.0 (bank ht 0.0 w/d ratio
0.0 1 W flood prone area 0.0 ant ratio
hydraulics
0.0 ve��j ;y tfy,ec)
0.0 ldlschar rate, bfcfs
0.00 !shear s� ,4f(Vp5 qp
0.00 Ishearye�9RW sec
0.000 lunits��eam py war (lbs /ft/sec)
0.00 lFrouda number
0.0 !friction factor u /u`
B,B (threshold grain size (mm
check from channel materia
0 measured D g (mm)
0.0 (relative �rQ 0.0 fric. factor
0.000 Manning s n rom channel materis
_ -!+
Q
0
0
0
0
I]
0
0
13
D
0
0
0
0
D
0
D
0
0
D
D
D

Cross Section
90
89
x- section area
1.0
7.3
0.9
5.9
11.5
d mean
Tributary 4 - XS 1 Riffle - --
wet P
d max
88
bank ht
w/d ratio
W Flood rone area
ant ratio
hydraulics
0.0
0.0
0.00
0.00
0.000
0.00
0.0
IL 9:8
velocity ft/sec
discharge rate, Q cfs
shear stress Ibs/fts
87
unit stream power Ibs /ft/sec
Froude number
friction factor u /u'
threshold grain size mm
86
0
0.0
0.000
measured D84 mm
relative rou hness 1 0.0
fric. factor
1 Mannin 's n from channel material
85
w 84
83
81
0
10
20 30 40
Width from River Left to Right (ft)
50
60
section:
Riffle
description:
height of instrument ft
•r r
omit
notes pt.
❑
❑
0
0
0
0
distance FS
ft ft
r
• r - r +'
r •
- -�
r • II
'I
•r
-i
34.204inWO781 j
}
40.75871 r
43.21968 r
44.25449
46.4243:2 11.804291--88.19571
49.81493 110.657221-
am A
elevation
85.47505
85.59106
85.56114
84.93842
84.36833
82.473
81.9522
82.0478
82.05843
82.19276
82.24409
82.83801
8192191
84.8367
85.37335
86.20498
86.98463
8224679
89.34278
FS FS W fpa channel Manning's
bankfull to of bank ft sloe % 'V
r : r
82.83 83.92
dimensions
6.3
9.9
0.9
2.0
12.0
x- section area 0.6
width 10.3
d max 0.6
bank ht 15.4
W flood prone area 1.2
d mean
wet P
h d red!
w/d ratio
ant ratio
hydraulics
0.0
0.0
0.00
0.00
0.000
0.00
0.0
9,B
velocity ft/sec
discharge rate, Q cfs
shear stress Ibs /ft s
shear velocity ft/sec
unit stream power Ibs /ft/sec
Froude number
friction factor u /u'
threshold rain size mm
check from channel material
0
0.0
0.000
measured D84 mm
relative rou hness 1 0.0 Inc. factor
Mannin 's n from channel material
LIE
84.5
84
83.5
83
m 82.5
w 82
81.5
81
80.5
notes
Tributary 4 - XS 9 Riffle - --
5 10 15 20 25 30 35 40 45 50
Width from River Left to Right (ft)
section:
Riffle
description:
of instrument ft •r r
ice FS FS FS W fpa channel Manning's
(ft) elevation bankfull top of bank (ft) slope ( %1 "n"
dimensions
6.3
6.1
2.0
2.4
70.0
x- section area
1.0
7.3
0.9
5.9
11.5
d mean
width
wet P
d max
h d radi
bank ht
w/d ratio
W Flood rone area
ant ratio
hydraulics
0.0
0.0
0.00
0.00
0.000
0.00
0.0
IL 9:8
velocity ft/sec
discharge rate, Q cfs
shear stress Ibs/fts
shear velocity ft/sec
unit stream power Ibs /ft/sec
Froude number
friction factor u /u'
threshold grain size mm
check from channel material
0
0.0
0.000
measured D84 mm
relative rou hness 1 0.0
fric. factor
1 Mannin 's n from channel material

Tributary 4 - XS 11 Riffle - --
84.5
84
83.5
83 _
82.5 - J-
w
82
81.5
81
0 5 10 15 20 25 30 35 40 45 50
Width from River Left to Right (ft)
Riffle
height of instrument ft r r r r
OD distance FS FS F:
notes bt. (ftl (ft) elevation bankfull too of
83.06381
81.59715
82.55713
dimensions
80.74484
6.3
81.99329
6.3
x- section area
0.7
d mean
81.20386
8.8
Width
9.5
wet P
81.38118
1.5
d max
0.7
radi
82.39469
1.8
bank ht
12.2
/d ratio
�whd
82.96068
70.0
W flood prone area
8.0
ant ratio
83.27276
0.0
discharge rate, Q cfsI
:5g)
1
83.24899
hydraulics
ingpr Oresspbs
1
0.00
0.0
vglop)ty (ft/sec),
0.000
unit stream Ppwer (lbs /ft/sec)
0.0
J gpopa(ge (ate Q Jcfs)
0.00
Froude nurn er
0.00
phgpr stress glp,5 /I r5p)
friction factor�Yx
0.00
shear velocity (Posq )
check from channel material
0.000
unit stream ppwer (Its /ft/sec)
0
1 measured D84 (mm)
0.00
Froude number
0.0
relative rouqhness 1 0.0
1 fric. factor 1
0.0
friction factor u /u*
1 Manninq's n from channel material
&B
threshold qrain size (mm)
check from channel material
0
1 measured D84 [mm)
0.0
I relative roughpass 1
0.0
1 fric. factor
0.000
1Mannino's n from channel
material
83.5
83
82.5
c 82
w 81.5
81
80.5
l
Tributary 4 - XS 13 Riffle --
5 10 15 Width froAiver Left Aight (ft) 30 35 40 45
height of instrument ft r i r i
omit distance FS FS FS W fpa channel Manning's
notes bt. (ftl (ft) elevation bankfull too of bank (ft) slobs ( %) "n"
82.3557
81.59715
dimensions
80.74484
6.3
x- section area 0.5
d mean
80.8752
11.7
12.0
wet P
81.47807
1.1
d max 0.5
h d red!
82.53543
1.8
bank ht 21.8
w/d ratio
82.40833
50.0
W flood prone area 4.3
ant ratio
hydraulics
0.0
velocity (ft/sec)
0.0
discharge rate, Q cfsI
:5g)
1
0.00
ingpr Oresspbs
1
0.00
shear velocity (ft/sq)
0.000
unit stream Ppwer (lbs /ft/sec)
0.00
Froude nurn er
0.0
friction factor�Yx
M
threshold gram size (mm)
check from channel material
0
1 measured D84 (mm)
0.0
relative rouqhness 1 0.0
1 fric. factor 1
0.000
1 Manninq's n from channel material

Cross Section
Tributary 4 - XS 20 Riffle - --
84
84.5
I
84
83
�-
83.5
82
83
81
-
80
,z 82.5
82
82
81.5
w I
79
� 81
80.5
f
78
77
80
0
5
10
15 20 25 30
Width from River Left to Right (ft)
section:
Tributary 4 -
XS 26
79.5
Riffle
--
79
-
height of instrument ft
i r i
0
5 10
15
20 25 30
35 40
FS
Width
from River Left to Right (ft)
pt.
ft
ft
section:
bankfull too of bank ft slope
20.01 17.42 8.0
% "n"
Riffle
'!
82.85084
82.73113
1 79.99 82.58
description:
•r
r
82.36356
height of instrument ft
i r i
-
omit
distance FS
6.3 x- section area 1.3 d mean
FS FS W fpa
channel
Manning's
notes t.
ft ft
elevation
bankfull too of bank Ott
slope %
"n"
r
82.55221
r
r
• r r : _
83.99122
81.18 82.34
81.65773
83.05245
r'•5
82.58419
82.17381
dimensions
i
81.36782
6.3 x- section area
0.7
d mean
'
80.68048
8.5 Yeidth
9.2
wet P
r: r
79.87717
1.5 d max
0.7
radi
❑
79.63958
2.7 bank ht
11.7
�hd
d ratio
❑
80.4718
25.0 W flood prone area
2.9
t ratio
81.11995
❑
❑
❑
82.33636
hydraulics
-
82.17725
0.0 vel�Qpity (ft/secl
82.65427
0.0 dischafge (ate, Q Jcfs)
0.00 phepr stress /J,Ip,S /I i5p)
_
0.00 shear velocity (fuser!r)
0.000 unit stream ppwer (Is/ft/sec)
0.00 fr9yoprumber
0.0 friction factor u /u*
&B threshold qrain size (mm)
check from channel material
0 measured D84 (rr)m)
0.0 I relative roughness 1
0.0
7�fato]r
0.000 IMannino's n from channel
material
Tributary 4 - XS 26 Riffle - --
84
I
83
-
82
81
80
I
w I
79
f
78
77
0
5
10
15 20 25 30
Width from River Left to Right (ft)
section:
Tributary 4 -
XS 26
Riffle
description:
•r
height of instrument ft
i r i
omit
distance
FS
FS FS W fpa channel Manning's
notes
pt.
ft
ft
elevation
82.69699
bankfull too of bank ft slope
20.01 17.42 8.0
% "n"
'!
82.85084
82.73113
1 79.99 82.58
82.36356
dimensions
-
78.15577
6.3 x- section area 1.3 d mean
i;
78.14429
4.8 W1.QN1 6.7 wetP
78.6084
1.8 d max 0.9 h d radi
r
80.42597
4.4 bank ht 3.7 w/d ratio
81.65773
8.0 W flood prone area 1.7 ant ratio
r'•5
82.58419
i
82.73361
hydraulics
0.0 velocity (ft/sec)
0.0 dischar9le rate, Q cfsI
0.00 >:hiel ressfflbs49)
0.00 shear velocitV(ft/s
0.000 enit 4 eam ppwer7llbs /ft/sec)
0.00 Froude number
0.0 friction factor u /u*
9E threshold grain size (mm)
check from channel material
0 1 measured D84 (mm)
0.0 LrelatiXe rouqhness 1 0.0 fric. factor
0.000 anni no's n from channel material
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑

Travis Creek - XS 55 Riffle --
82
81
80
79
78
77
M 76
75
74
73
0 20 40 60 80 100 120 140 166
Width from River Left to Right (ft)
of instrument
notes
bankfull I too of
dimensions
(ft)r i r i
notes
54.9
30.0
3.6
4.0
160.0
x- section area
1.8
31.7
1.7
16.4
5.3
d mean
width
wet P
d max
h d radi
bank ht
W flood prone area
w/d ratio
ant ratio
hydraulics
0.0
velocity ft/sec
1.1
0.0
discharge rate, Q cfs
51.7
0.00
shear stress Ibs /ft s
wet P
0.00
shear velocity ft/sec
1.0
0.000
unit stream power Ibs /ft/sec
bank ht
0.00
Froude number
140.0
0.0
friction factor u /u*
ant ratio
0-0
threshold grain size mm
velocity ft/sec
0.0
discharge rate, Q cfs
0.00
check from channel material
0.00
0
measured D84 mm
unit stream power Ibs /ft/sec
0.0
relative rou hness 1 0.0
fric. factor
0.000
1 Mannin 's n from channel material
0-0
86
82
81
80
79
o 78
77
w
76
75
74
7+
Travis Creek - XS 57 Riffle - --
0 20 40 60 80 100 120 140 160
Width from River Left to Right (ft)
height of instrument
(ft)r i r i
notes
omit
pt.
distance FS
ft ft
elevation
1
1
IL
FS FS W fpa channel Manning's
bankfull to of bank ft slope % "n"
r r
".
• r . b
. i r
i -
r••
r:
r r
r r
•
r
r -
81.95222
80.54146
77.40003
76.79886
76.27664
22M2 22.08 140.0
7777=77r'92
dimensions
54.9
x- section area
1.1
d mean
74.67545
73.77982
74.90026
76.33658
77.91506
78.08597
76.89685
77.86079
78.42249
77.82033
77.96468
78.28565
51.7
width
52.8
wet P
3.5
d max
1.0
h d red!
4.1
bank ht
48.7
w/d ratio
140.0
W flood rove area
2.7
ant ratio
hydraulics
0.0
velocity ft/sec
0.0
discharge rate, Q cfs
0.00
shear stress Ibs /ft s
0.00
shear velocity ft/sec
0.000
unit stream power Ibs /ft/sec
0.00
Froude number
0.0
friction factor u /u*
0-0
threshold grain size mm
0
p
check from channel material
0
0
measured D84 mm
0
0.0
relative rou hness 1 0.0 fric. factor
p
0.000
1 Mannin 's n from channel material

82
81
80
79
j
78
77
w 76
75
74
73
0 20
1jiJlflll�t`4 .F�F
omitl ance I
notes
Travis Creek - XS 78 Riffle - --
40 60 80 00
Width from River Left to Right (ft)
Travis Creek - XS 83 Riffle - --
78
77.5 L
776 �...
z 7g t
o
75.5 /
75
74.5
74 .�
73.5
73
0 5 10 Width frA River Left to at (ft) 25 30
IN
Riffle
Riffle
description:
r l r l
FS
FS W fpa ciarrrie
Manning -s
omit
h 1I� pv'stn
�istance
r p t (ft)
��
1 I 1 I
FS
FS Wipe cnannel
Mannings
elevation
bankfull
to of bank ft sloe %
"n"
notes
pt.
ft
ft
elevation
bankfull
to of bank ft sloe
79.15609
22.49
22A9 68.0
75.11298
r r
r
o r
80.20615
77.51
1 77.51
r
75.08962
75.09
75.09
80.77003
75.33222
81.53519
ormensions
74.22229
orrnerisrons.
81.47208
54.9
1 x- section area 1.3
d mean
• r .
73.84751
8.8
x- section area 1.0
81.19115
42.5
(width 43.8
wet P
• • ti
73.33069
9.2
(width I 10.1
P
78.77719
3.3
Id max 1.3
h d radi
r
,;
74.15258
1.8
d max I 0.9
Kdean
radi
77.043
3.3
I bank ht 32.8
w/d ratio
74.6226
1.8
bank ht I 9.6
ratio
75.75712
68.0
I W flood prone area 1.6
ent ratio
r
76.3896
40.0
W flood prone area I 4.4
ent ratio
74.29142
77.6774
74.23202
74.38499
a'u�u u' ,cs.
relocity (ft/sec)
- hnor/wIp its
- A
•,elo.ity (ft/sec)
76.31129
0.0
--ischarae rate, Q JcfsI
0.0
discharge rate, Q (cfs,
77.24327
0.00
=.ear stress ((Ibs 49)
I
0.00
shear stress ((Ibs /ft V
0
77.36215
0.00
=hear velocity (ft/sec)
I
0.00
-hear velocity (ft/sec)
0
77.79494
79.2
0.000
0.00
_•nit stream power (Ibs /ft/sec)
--nude number
I
I
0.000
0.00
.nit stream Power (Ibs /ft/sec)
roude number
0
0
0.0
--tion factor u /u*
I
0.0
`fiction factor u /u*
0
OE
reshold grain size (mm)
weshold qrain size (mm)
o
check from
channel material
LMI
check from
channel material
0
0
measured D84 (mm)
0
measured D84 (mm)
0
0.0
I relative roughness I 0.0
I fric. factor I
0.0
relative rouqhness I 0.0
Ifacto,
0
0.000
IMannino's n from channel material
I
0.000
IMannino's n from channel material
D

Travis Cr -XS 33 Rtfie
87
80.65222
dimensions
77.84325
86
x- section area
2.9
d mean
76.40197
24.2
width
26.6
wet P
85
4.4
84
2.6
h d radi
77.30304
4.4
bank ht
8.5
w/d ratio
77.98662
83
W flood prone area
8.3
ant ratio
79.39455
82
hydraulics
81.52848
0.0
-- elocit fUsec
0.0
81
0.00
-hear stress Ibs /ft s
80
-hear velocity 9/sec
0.000
-nit stream power Ibs /fUsec
w
79
0.00
roude number
0.0
-- iction factor u /u*
78
0-.0
_hreshold grain size mm
check from channel material
77
0
measured D84 mm
0.0
relative rou hness 1
0.0
fric. factor
0.000
Mannin 's n from channel
material
76
0 10 20 30 40 50 60 /0
Width from River Left to Right (ft)
section:
Riffle
description:
height of instrument ft
omit
distance FS FS FS W fpa channel Manning's
notes
pt.
(ft) ft elevation bankfull top of bank (ft) slope (%) "n"
81.37597
12
0
81.86584 81.44 81.44
0
81.85229
0
t 77.72895 dimensions
0
76.94215 80.1 x- section area 3.6 d mean
0
77.35638 22.5 width 26.8 wet P
D
76.9339 4.5 d max 3.0 h d radi
0
76.94848 4.5 bank ht 6.3 w/d ratio
0
81.43935 200.0 W flood prone area 8.9 ant ratio
®
81.58928
®
81.44439 hydraulics
Ed
I Y 81.53802 0.0 :•elocit fUsec
0
0.0 discharge rate, Q cfs
0
0.00 shear stress Ibs/ft s
0.00 shear velocity ft /sec
0.000 --nit stream power Ibs /fUsec
0.00 `roude number
0.0 *riction factor u /u*
0-.0 �reshold grain size mm
0
0
0
0
0
0
Q
check from channel material
0
0
measured D84 mm
0
0.0 relative
0.000
rou Mass 1 0.0 fric. factor
r0
Mannin 's n from channel material
0
8(
85
84
83
82
81
80
79
78
71
76
75
Travis Cr - XS 43 Riffle --
20 30 40 50 60
Width from River Left to Right (ft)
■ 0 _. 19.08808 E r2�Sf6Y� 19.35 19.35
80.82859
80.65222
dimensions
77.84325
69.3
x- section area
2.9
d mean
76.40197
24.2
width
26.6
wet P
76.29947
4.4
d max
2.6
h d radi
77.30304
4.4
bank ht
8.5
w/d ratio
77.98662
200.0
W flood prone area
8.3
ant ratio
79.39455
81.29147
hydraulics
81.52848
0.0
-- elocit fUsec
0.0
aischar a rate, Q (cfs
0.00
-hear stress Ibs /ft s
0.00
-hear velocity 9/sec
0.000
-nit stream power Ibs /fUsec
0.00
roude number
0.0
-- iction factor u /u*
0-.0
_hreshold grain size mm
check from channel material
0
measured D84 mm
0.0
relative rou hness 1
0.0
fric. factor
0.000
Mannin 's n from channel
material

83
82
81
80
79
w 78
77
76
75
0
notes
Travis Cr- XS 45 Riffle --
10 20 30 40 50 60 70 80 90
Width from River Left to Right (ft)
bankfull Itop of
79.79208
pt
I (ft)
(ft)
79.39227
jr7l.91
1 78.91
79.53132
0
78.90501
dimensions
76.50529
55.9
Ix-section area 1 2.4
75.85081
23.4
(width 1 25.6
Kra]tio
75.61536
3.5
Id max ! 2.2
75.43619
3.5
q jC ht ! 9.7
79.08109
200.0
ood prone area I 8.6
80.172
80.184
hydraulics
80.15155
0.0
Ivelocitv (ft/sec
80.06929
0.0
0.00
dj,5Gh6F9f% rate, f � pl)
(shear stress!( @Sit p)
0.00
(shear vaVitY sec
0.000
!unit stream power (Ibs /fUsec)
0.00
JFroude number
I
0.0
!friction factor u /u'
I
0-.0
threshold qrain size (mm)
I
check from channel material
0
0
Imeasured D84 (mm)
0.0
1relative rou9rness ) 0.0
fric. factor
0
0.000
IManninq's n from channel material
I
0
1
0.9
0.8
0.7
0.6
0.5
0.4
w 0.3
0.2
0.1
0
0
Riffle --
0.2 0'4 Width from Ri.PL6eftto Right (ft) 0.8 1 1.2
notes
pt
I (ft)
(ft)
elevation I I bankfull Itop of bank (ft) I slope (%
0
dimensions
0.0 �\yjdth 0.0
0.0 x- section area 0.0 %entrafio
0.0 d max 0.0
0.0 bank ht 0.0
0.0 W flood prone area 0.0
hydraulics
0.0 velocty ( ft/sec
0.0 OAMPIai rate J (9�
0.00 shear stress 1�Ibs
0.00 shear ve�oclt fn/secT
0.000 unit stream power (Ibs /fUsec)
0.00 Froude number
0.0 friction factor u /u`
B B threshold qrain size (mm)
check from channel material
0 Imeasured D84 (mm)
0.0 (relative roue Pass 0.0 fric. factor
0.000 IManninq's n rom channel material
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

Weighted Pebble Count
Percent Riffle:)
50
Riffle
Percent Run:
Percent Pool f
50
by substrate type
Percent Glide
Material Size Range (mm)
Total #
D50
silt/clay
0
0.062
7.1
# #
very fine sanc
0.062
0.13
4.7
# #
fine sand
0.13
0.25
19.1
7P
medium sand
0.25
0.5
14.3
# #
coarse sand
0.5
1
17.3
# #
very coarse san
1
2
15.8
# #
very fine gray
2
4
12.8
Yf #
fine grave
4
6
5.6
# #
fine grave
6
8
3.2
# #
medium grave
8
11
0.0
#
medium grave
11
16
0.0
# #
coarse grave
16
22
0.0
# #
coarse grave
22
32
0.0
# #
very coarse gravF
32
45
0.0
# #
very coarse gravg
45
64
0.0
# #
small cobble
64
90
0.0
## #
medium cobblF
90
128
0.0
# #
large cobblE
128
180
0.0
�# #
very larqe cobbl
180
256
0.0
# #
small boulder
256
362
0.0
# #
small bouldei
362
512
0.0
#
medium bouldei
512
1024
0.0
# #
large bouldei
1024
2048
0.0
d# #
very large boulde
2048
4096
0.0
#
bedrock
0.0
#
Weighted Count:!
100
True Total Particle Count]
126
Pebble Count,
Note: Travis Creek - Downstream Preconstruction Sediment Dat:
Pebble Count, - --
100%
90%
80%
70%
60%
50%
~ 40%
a�
ii 30%
c
20%
(D
0 10%
0%
0.01 0.1 1 10 100 1000 10000
Particle Size (mm) -6---Cumulative Percent
. Percent Item
Riffle
-Pool
-N -Run -+- -Glide
Size peicent050 than (34
by substrate type
D16
D1
D35
I D35
D50
D84
D95
I
silt/clay
sand
I ndreeit
gravel
ravel
cobble
boulder
I
bedrock
I bedrock
6
5 it
7%
7P
0%

Weighted Pebble Count
Percent Riffle:[
50
0.01 0.1 1
II Percent Pool:
50
# 4
[ Material
Size Range (mm)
[ silt/clay
0
0.062
very fine sand
0.062
0.13
fine sand
0.13
0.25
medium sand
0.25
0.5
coarse sand
0.5
1
very coarse sand
1
2
very fine gravel
2
4
fine gravel
4
6
fine gravel
6
8
medium gravel
8
11
medium gravel
11
16
coarse gravel
16
22
coarse gravel
22
32
very coarse gravel
32
45
very coarse gravel
45
64
small cobble
64
90
medium cobble
90
128
large cobble
128
180
very large cobble
180
256
small boulder
256
362
small boulder
362
512
medium boulder
512
1024
large boulder
1024
2048
very large boulder
2048
4096
bedrock
0.0
Weighted Count:
True Total Particle Count:
Percent Run:[
# #
0.01 0.1 1
Percent Glide:
0.0
# 4
Total #
0.0
# #
49.5
4 #
0.0
# #
18.9
#
0.0
#
17.2
4
100
7.2
# 4
I D50
I D84
3.6
`# #
I sand
I gravel
3.6
# #
111
100%
0.0
# #
0.1
90%
0.0
1#
51%
0%
0.0
•# #
80%
0.0
# #
70%
0.0
#
0.0
# #
60%
0.0
# #
c
50%
0.0
# #
L
0.0
# #
40%
0.0
# #
30%
0.0
#4
(D
20%
0.0
#
a
10%
0.0
# #
0%
Pebble Count,
Note: Travis Creek - UT 1 - Downstream, Preconstruction Sediment Data
Pebble Count, - --
0.0
# #
0.01 0.1 1
10 100 1000 10000
0.0
# 4
0.0
# #
Particle Size (mm) Cumulative Percent
• Percent Item -Riffle -e -Pool -* -Run -Glide
0.0
# #
0.0
#
Size percent less than (mm)
Percent by substrate type
100
D16
I D35
I D50
I D84
I D95
silt /clay
I sand
I gravel
I cobble boulder
I bedrock
111
#N /A
#N /A
0.1
0
1
49%
51%
0%
0% [ 0%
0%

Weighted Pebble Count
Percent Riffle:[
50
0.01 0.1 1
II Percent Pool:
50
# 4
[ Material
Size Range (mm)
[ silt/clay
0
0.062
very fine sand
0.062
0.13
fine sand
0.13
0.25
medium sand
0.25
0.5
coarse sand
0.5
1
very coarse sand
1
2
very fine gravel
2
4
fine gravel
4
6
fine gravel
6
8
medium gravel
8
11
medium gravel
11
16
coarse gravel
16
22
coarse gravel
22
32
very coarse gravel
32
45
very coarse gravel
45
64
small cobble
64
90
medium cobble
90
128
large cobble
128
180
very large cobble
180
256
small boulder
256
362
small boulder
362
512
medium boulder
512
1024
large boulder
1024
2048
very large boulder
2048
4096
bedrock
0.0
Weighted Count:
True Total Particle Count:
Percent Run:
# #
0.01 0.1 1
Percent Glide:
0.0
# 4
Total #
0.0
# #
13.5
4
0.0
# #
12.1
#
0.0
#
20.2
4
100
8.8
# 4
I D50
I D84
14.9
# #
I sand
I gravel
7.0
# #
102
100%
10.0
# #
0.3
90%
3.2
1
63%
22%
3.9
4
80%
1.1
#
70%
1.1
#
0.0
# #
60%
0.0
Y# #
c
50%
1.1
# #
r
2.1
# #
40%
1.1
# #
30%
0.0
�4
(D
20%
0.0
# #
a
10%
0.0
# #
0%
Pebble Count,
Note: Travis Creek - UT 1 - Upstream, Preconstruction Sediment Data
Pebble Count, - --
0.0
# #
0.01 0.1 1
10 100 1000 10000
0.0
# 4
0.0
# #
Particle Size (mm) Cumulative Percent
• Percent Item -Riffle -e -Pool -* -Run -Glide
0.0
# #
0.0
#
Size percent less than (mm)
Percent by substrate type
100
D16
I D35
I D50
I D84
I D95
silt /clay
I sand
I gravel
I cobble boulder
I bedrock
102
0.072
0.17
0.3
3
12
14%
63%
22%
1 % [ 0%
0%

Weighted Pebble Count
Percent Riffle:[
50
0.01 0.1 1
II Percent Pool:
50
# 4
[ Material
Size Range (mm)
[ silt/clay
0
0.062
very fine sand
0.062
0.13
fine sand
0.13
0.25
medium sand
0.25
0.5
coarse sand
0.5
1
very coarse sand
1
2
very fine gravel
2
4
fine gravel
4
6
fine gravel
6
8
medium gravel
8
11
medium gravel
11
16
coarse gravel
16
22
coarse gravel
22
32
very coarse gravel
32
45
very coarse gravel
45
64
small cobble
64
90
medium cobble
90
128
large cobble
128
180
very large cobble
180
256
small boulder
256
362
small boulder
362
512
medium boulder
512
1024
large boulder
1024
2048
very large boulder
2048
4096
bedrock
0.0
Weighted Count:
True Total Particle Count:
Percent Run:[
# #
0.01 0.1 1
Percent Glide:
0.0
# 4
Total #
0.0
# #
68.5
# #
0.0
# #
17.1
#
0.0
#
10.8
4
100
3.6
# 4
D50
I
D84
I
0.0
\# #
sand
I
gravel
I
0.0
# #
111
100%
0.0
# #
#N /A
90%
0.0
'#
31%
0%
0.0
4
80%
0.0
#
70%
0.0
#
0.0
# #
60%
0.0
# #
c
50%
0.0
# #
L
0.0
# #
40%
0.0
# #
30%
0.0
#4
(D
20%
0.0
# #
a
10%
0.0
# #
0%
Pebble Count,
Note: Travis Creek - UT 2, Preconstruction Sediment Data
Pebble Count, - --
0.0
# #
0.01 0.1 1
10 100 1000 10000
0.0
# 4
0.0
# #
Particle Size (mm) Cumulative Percent
• Percent Item -Riffle -e -Pool -* -Run -Glide
0.0
# #
0.0
#
Size percent less than (mm)
Percent by substrate type
100
D16
D35
I
D50
I
D84
I
D95
I
silt /clay
sand
I
gravel
I
cobble boulder
I
bedrock
I
111
#N /A
#N /A
#N /A
0
0 [
69%
31%
0%
0% [ 0%
0%

Weighted Pebble Count
Percent Riffle:[
50
0.01 0.1 1
II Percent Pool:
50
# 4
[ Material
Size Range (mm)
[ silt/clay
0
0.062
very fine sand
0.062
0.13
fine sand
0.13
0.25
medium sand
0.25
0.5
coarse sand
0.5
1
very coarse sand
1
2
very fine gravel
2
4
fine gravel
4
6
fine gravel
6
8
medium gravel
8
11
medium gravel
11
16
coarse gravel
16
22
coarse gravel
22
32
very coarse gravel
32
45
very coarse gravel
45
64
small cobble
64
90
medium cobble
90
128
large cobble
128
180
very large cobble
180
256
small boulder
256
362
small boulder
362
512
medium boulder
512
1024
large boulder
1024
2048
very large boulder
2048
4096
bedrock
0.0
Weighted Count:
True Total Particle Count:
Percent Run:
# #
0.01 0.1 1
Percent Glide:
0.0
# 4
Total #
0.0
# #
25.0
4
0.0
# #
30.0
#
0.0
#
20.0
4
100
9.0
# 4
I D50
I D84
10.0
# #
I sand
I gravel
4.0
# #
100
100%
2.0
# #
0.1
90%
0.0
1#
73%
2%
0.0
•# #
80%
0.0
# #
70%
0.0
#
0.0
# #
60%
0.0
# #
c
50%
0.0
# #
L
0.0
# #
40%
0.0
# #
30%
0.0
15
0.0
#4
(D
20%
0.0
#
a
10%
0.0
# #
0%
Pebble Count,
Note: Travis Creek - UT 4 Preconstruction Sediment Data
Pebble Count, - --
0.0
# #
0.01 0.1 1
10 100 1000 10000
0.0
# 4
0.0
# #
Particle Size (mm) Cumulative Percent
• Percent Item -Riffle -e -Pool -* -Run -Glide
0.0
# #
0.0
#
Size percent less than (mm)
Percent by substrate type
100
D16
I D35
I D50
I D84
I D95
silt /clay
I sand
I gravel
I cobble boulder
I bedrock
100
#N /A
0.08
0.1
1
1
25%
73%
2%
0% [ 0%
0%

Material
ize Range (mm)
Total #
silt/clay
0
0.062
9.4
very fine sanc
0.062
0.13
7.4
fine sand
0.13
0.25
4.0
medium sand
0.25
0.5
2.5
coarse sand
0.5
1
3.5
very coarse san(I
1
2
4.5
very fine gravo
2
4
3.5
fine grave
4
6
7.4
fine grave
6
8
4.5
medium grave
8
11
5.4
medium grave
11
16
2.5
coarse grave
16
22
5.0
coarse grave
22
32
2.5
very coarse graVE
32
45
4.0
very coarse graVE
45
64
4.5
small cobble
64
90
4.0
medium cobblE
90
128
4.5
large cobblE
128
180
7.9
very large cobblf
180
256
2.0
small boulder
256
362
1.0
small boulde
362
512
2.0
medium boulder
512
1024
1.0
large boulde
1024
2048
0.0
very large bouldE;
2048
4096
7.4
bedrock
0.0
Weighted Count: 100
True Total Particle Count- 202
�# # Note: Cedarock Reference Pebble Count
# # 100%
# 90%
•# #I 80%
70%
# # 60%
# 50%
# # ~ 40%
a�
# # 30%
# 20%
10%
# # 0%
Pebble Count, - --
# #
0.01 0.1
1 10
100 1000 10000
# #
Particle Size (mm)
I -8--Cumulative Percent ♦ Percent Item -Riffle -Pool -Run -Glide
#
percent
than (D �J
Percent bg� tr t type
I D335
50
84
I D5
a
I
a
ave
cobble
I
I bouler
bedrock
0.1 6
4.08
0
/
3
8%
dI
d

Weighted Pebble Count
Percent Riffle:)
50
10 100
Percent Run:
Percent Pool f
50
-w-Cumulative Percent
Percent Glide
Material Size Range (mm)
Total #
than (35)
silt/clay
0
0.062
4.9
# #
very fine sanc
0.062
0.13
5.8
# #
fine sand
0.13
0.25
9.7
b# #
medium sand
0.25
0.5
4.9
# #
coarse sand
0.5
1
9.7
# #
very coarse san
1
2
5.8
# #
very fine gray
2
4
6.8
Yf #
fine grave
4
6
4.8
# #
fine grave
6
8
8.7
# #
medium grave
8
11
7.8
#
medium grave
11
16
1.9
# #
coarse grave
16
22
4.9
# #
coarse grave
22
32
5.8
# #
very coarse gravF
32
45
7.7
# #
very coarse gravg
45
64
6.8
# #
small cobble
64
90
0.0
## #
medium cobblF
90
128
1.9
# #
large cobblE
128
180
1.9
�# #
very larqe cobbl
180
256
0.0
# #
small boulder
256
362
0.0
# #
small bouldei
362
512
0.0
#
medium bouldei
512
1024
0.0
# #
large bouldei
1024
2048
0.0
d# #
very large boulde
2048
4096
0.0
#
bedrock
0.0
#
Weighted Count:!
100
True Total Particle Count]
103
Pebble Count,
Note--Cripple Creek Reference Reach
Pebble Count, - --
100%
90%
80%
70%
60%
50%
~ 40%
a�
ii 30%
c
20%
(D
0 10%
0%
0.01 0.1
1
10 100
1000
10000
Particle Size (mm)
-w-Cumulative Percent
. Percent Item Riffle
-Pool -N- Run -+- -Glide
percent less
than (35)
by substrate type
D16
D16
D35
I D35
D50
D84
D95
I 9
silt/clay
sand
I
ravel
gravel
cobble
I
boulder
bedrock
I bedrock
it
5%
36 %ceit
0%

Appendix C
Flood Frequency Analysis Data
Mitigation Plan (Contract No. 5791) Appendices
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

Reference Reaches
Flood Frequency Analaysis- Regional Regression Equation (USGS 2004)
Cedarock Reference Reach
Return
Interval
Discharge
(years)
(cfs)
1.3
27
1.5
32
2
43.6
5
81.4
10
115
25
169
50
217
100
272
200
337
500
438
Note: Bold values are interpolated.
Cripple Creek Reference Reach
Return
Interval
Discharge
(years)
(cfs)
20.5
10
27.5
15
38.9
27.1
72.9
59.3
103
87.6
152
156
195
193
246
233
305
397
500
450
m 400
350
ca 300
v 250
200
3 150
v 100
50
0
250
m 200
v
T
co 150
100
3
Q) 50
C
Cedarock Reference Reach
0 100 200 300
Discharge (cfs)
M
Cripple Creek Reference Reach
50 100 150
Discharge (cfs)
400 500
iziI���7i�IiI�7

Appendix D
Jurisdictional Determination Info
Mitigation Plan (Contract No. 5791) Appendices
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Td. SAW - 2014 -01711 County: Alamance U.S.G.S. Quad: NC- Oss!DeelGibsonville
NOTIFICATION OF JURISDICTIONAL DETERMFNATION
Property Owner: Restoration Svstems. LLC
attn: Worth Creech
Address: 1101 Havnes Street. Suite 211
Raleigh. NC. 27604
Size (acres) 15 Nearest Town Elou
Nearest Waterway Travis Creek. River Basin Haw. North Carolina.
USGS HUG 3030002 Coordinates 36.127740 N. - 79.523669 W
Location description: The site, called Avcock Shrines, is located along an rannroximateiv 4760 foot of sections of
Travis Creek and UTs to Travis Creek, in the southeast auadrant of the intersection of Gibsonville Ossinee /toad and
Amick Road, in Elan. Ala mance County. North Carolina.
Indicate Which of the Followiniz AAAIV:
A. Preliminary Determination
X Based on preliminary information, there may be waters of the U.S. including wetlands on the above described project area.
We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33
CFR fart 331). if you wish, you may request an approved JD (which may be appealed), by contacting the Corps district
for further instruction. Also, you may provide new information for further consideration by the Corps to reevaluate the
JD.
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CW A jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
_ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on . Unless there is a change in the law or our published
regulations, this determination may be retied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
Page 1 of 2

The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at (252) 808 -2808 to
determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact David Bailey at 919- 554 -4884 ext 30 or
David .E.Bailev2c'a`?usace.armv.mil.
C. Basis For Determination:
The nroiect area exhibits water bodies with ordinary high water and wetland criteria as defined in the avolicable
regional sunnlement to the 1987 wetland delineation manual. The eater bodies on the site are listed in the attached
table. This determination is based on a field verification by David E. Bailey iUSACE) on 512912014.
D. Remarks:
The wetlands and other Waters of the US on the nrotterty were. flagged by Axiom Environmental with chan—ses made in
the field by David E. Bailev (USA+CE) and are a>,nroximated on the attached sheet titled "Jurisdictional Areas ". dated
April 2014.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean. Water Act jurisdiction for the
particular site identified in this request_ The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This inrormation applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) farm. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room IOM15
Atlanta, Georgia 30303 -8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division 0f5ce within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by NIA.
* *It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence."
Corps Regulatory Official:
Date: Setitember 16.2014
The Wilmington District is committed to providing the highest level of support to the public- To help us ensure we continue to
do so, please complete our Customer Satisfaction Survey, Iocated online at httn :/ /reuulatorv.usacesurvev.com/.
Copy furnished:
Scott Davis, Axiom. Environmental, Inc., 218 Snow Avenue, Raleigh, NC 27603
Sue Homewood, NCDENR -DWR, 585 Waughtown Street, Winston - Salem, iVC 27107

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
Applicant: Restoration Systems, LLC
Attached is:
File Number: SAW - 2014 -01711 I Date: September 16, 2014
See Section below
Q U41TIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A
❑ PROFFERED PERMIT (Standard Permit or Letter of permission) B
❑+ PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JL1"RISDICTIONAL DETERMINATION E
SECTION I - The following icu fitiiies your rights and options regarding an administrative appeal of the ,above decision.
Additional information may be found at lltt : /IIVN�'V4.usace.arini °. mil / Missionsl CivilWorksl RegulatoryProgralnandlllennnits .aspx or
Corps reElations at 33 CFR fart 331..
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections mast be received by the district engineer within 60 days of the date of tills notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the pen-nit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard. Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal tine denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD ar provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section 11 of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL. DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Carps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTfONS TO AN I1 1TI.AL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative.
record.
POLNT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may
appeal process you may contact: also contact:
District Engineer, Wilmington Regulatory Divisions Mr. Jason Steele, Administrative Appeal Review Officer
attn: David E. Bailey CESAD -PDO
Raleigh Regulatory Field Office U.S. Array Corps of Engineers, South Atlantic Division
3331 Heritage Trade Drive, Suite 105 60 Forsyth Street, Room IOM15
Wake Forest, North Carolina 27587 Atlanta, Georgia 30303 -8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
- Date: I Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: David Bailey, 69 Darlington Avenue, Wilmington,
North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD -PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303 -8801
Phone: [phone]

•T 4 M il' - `• .+ ,�` " `-ti -W INA\`.'7 r.!1A ! ^ �3#� __;.1,2:., �'y.',#F 1IXT -In �Xll.PPpk! ,�
I' Directions to the Site from Interstates 40/85 in Burlington /Eton, NC, -
1--- ,--- .__r__r____ - Exit onto University Drive (1 -40/85 Exit 140) and travel north (toward Elon)
z +. y - Travel north for 2.8 miles and merge with NC 100 f
_ I rte, % ! � - Continue on University Drive NC 100 for 0.5 mile and turn left onto Manning Street SR 1503
z - Travel northwest for 0.8 mile and turn right onto Gibsonville- Ossipee Road (SR 1500) RxipmE— brmenta. Inc,
r.J
m - Travel north for 0.7 mile and Site is on the right
`� t s ✓S' `- -- -� "P,` `� ,� —J� r.\ - �i�i'' -J O j (7 p J R 4r ,, •.7 Prepared for:
LL -- - L -t\ j '� _ i '•( j + Z ROa
CL
N
. 1
ti i J to L
> o. ,
S W 1. s -_�� 87 Project:
Howe'rto'n Road+= N P
404, h►bbS Road,
4rc Road'
o_ Aycock Springs
kJeCK-
Mountain .�ed�ment F;oi Oa m
l !y Arnick ' - - _ Stream and
..Ararnahaw r -1 - ie E rr r _ Roeq' Wetland
'J ,.
Imo. Pitt -
,
j �w j �i + Roa Mitigation
� a�
a r : ; Site
I a-
ter, -rr a - J ./ , O
t- q
, e
j rltovrn I iQ- 3 Aycock Springs ,.
Burl nn FiawtRiver I�e�iare �` U i r =.
fi �„ e o
_ - o .,�, Stream and Wetland
EI; 11 it
_
Mitigation Site
•ti a ' •
Fa Graham I a. g j
Alamance County, NC
_'Cir, atop alilmbn. J I - -_ _. ., P
Fl gior}a. arnanc 1 36.127271 525214 W Title:
• i sp1�° r\. Ertl ��- .. .. �ij -f - - - ' %C. .' ,. -'
..,
n R
i `4 �
Power L� a oad = __ - �;.a --� ��; j '1 ':'° i - ?'.�,��4� ... � ° .. _ .- �' 't`• `.��..���_� Y',;
j cane Project
t -;r r t, Mcrunt�i Carmon R f y!. -
* • y , .: oaq +�' Location
pp -
11
o \ .
1 3► 5 Notes:
ILL
- -- - I
a «w Background Imagery sources
GIB•SONVIL'LE + -4 r .'. - (provided by ESRI Data and
r, ��
• � l ai ,Rrr ��
�O" a,� 100 ��iy,s
Maps):
•
o� " r! - ^'- a 1. Physical Map of the United
� r
, - States (2009) created by the
U.S. Park Service (upper inset).
2. Delorme World Basemap
1,
„ - � .. _ _�•y- digital mapping (2010, lower
r + BURLINGTON` _ inset).
;,.
J, ,
' 3 Burlington NC (1980),
Kivette House Road
• Fernway Roaq '' I = - _.
-Vti .. - x
Lake Burlington, NC (196
':. r E Cis Gonville, (1970) (1970), 5 and
, r minute topographic
+
_ „
EL
ON, quadrangles provided by the
- •�+� I, . I - -- �%,. Y • it�'j"., U.S. Geological Survey.
WHIT.SETT
Q,
Church ltd "k:et
i-
-
tI I
Drawn by: SGD
-r ;._,
Date: Apr 2014
_ _
Legend ` °_.' �t I �
x
♦
Scale: As Shown
_
Aycock Springs Stream and Wetland Mitigation Site
Y 9
Project No.: 14 -006
County lines
I
y r.h!hi sett'
Pdrk R.,� 1
_
FIGURE
Miles
':e�
-
I ! ,. .' - _.+>rry,y ^_.�i�.•. , .:rte -- ._,�
•::._. _ "._'. ..
••.qra:�
- -. -- –.–

i % r
A kAk..
s a
�
AD i4
� 4 �
�'!► 18 r
I
yy�
I 1 �
t
s s
i
1W - -
now �IAN,
r
a
J
f�
W-JA
om
}''. ";: �.; _'„ �r - !�'°.- ""''rift•
K •'�` "..
4r.
,.
N
* R
Legend
= Project area
200 100 0 200 400 600
Feet
" r ti•�� t
1 `a
Axiom Enuironmentak 1w,
Prepared for:
RESTt]RATION
SYSTF.`vF.S i.LC
Aycock Springs
Stream and
Wetland
Mitigation
Site
Alamance County, NC
Ttle:
Project Area
Mapping
Notes
Background Imagery source:
1. Ossippee, NC (1970), and
Gibsonville, NC (1970) 7.5-
minute topographic quadrangles
provided by the US Geological
Survey (left window).
2. Soil Survey ofAlamance
County (page 9), provided
by the Natural Resources
Conservation Service, US
Department of Agriculture
(right window).
Drawn by:
SGD
Date:
APR 2014
Scale:
1:4800
Project No.:
14 -006
FIGURE
2

N
Wetland W1 +
UT4 to Travis Creek
iN O
Wetland W2
UT3 to Travis Creek
Wetland W3'
.....
Wetland W4
UT5 to Travis Creek
Wetland W5
Travis Creek
Wetland W8
Legend
Project area
Jurisdictional streams
Jurisdictional wetlands
Field- located data point
4 -foot elevation contours
NCDOT roads
T200 100 0 200 400 600
Feet
�s
Wetland W6
Wetland W9
WWI
�►. a. CO
N
UT2 to Travis Creek
Wetland W10
Wetland W7
" >w Wetland W13
w
y -
UT6 to Travis Creek
A `
x
Am is 36
�k.Rc d -
Axiom Erwranmerdal. Inc,
Prepared for:
iu_
UT1 to Travis Creek
Project:
^ti
Aycock Springs
Stream and
Wetland
Mitigation
s ?o Site
Wetland W 11
Wetland W12 Alamance County, NC
Title:
Jurisdictional
G,{ _ Areas
Notes:
1. Background Imagery source:
2010 aerial photography
provided by the NC OneMap
Program (online, supported by
the NC Geographic Information
Coordination Council).
2. 4 -foot elevation contours are
generated from 2007 Light
Distance and Ranging (LiDAR)
data generated by the NC
Floodplain Mapping Program
and provided by the NC
Travis Creek Department of Transportation.
Drawn by:
SGD
Date:
APR 2014
Scale:
1:2400
Project No.:
14 -006
FIGURE
4

Appendix E
Categorical Exclusion Document
Mitigation Plan (Contract No. 5791) Appendices
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

Appendix A
Categorical Exclusion Form for Ecosystem Enhancement
Program Projects
Version 1.4
Mote: Only Appendix A should to be submitted (along with any supporting documentation) as the
environmental document.
Project dame = -
County Name:
EEP NuMW:
Project Sp9psor:
PP o ei; Contact Name:
Project Contact Address:
Project Cunt ct E -rnaIl: _
EEP Project anaaer:
Alamance Countv
Restoration Systems, LLC
Vjlgrth breech
1101 �oynes Street, Suite 211 Raleigh, NC 27604
[e-mail]
The Aycock Springs Site encompasses 15 acres of land used for livestock grazing, lay production,
and timber harvest. Existing Site streams have been cleared, dredged of cobble substrate, trampled .
by livestock, eroded vertically and laterally. The project will restore streams and wetlands within the
Site for total of 3610 Stream Mitigation Units (SMUs) and 1.4 Riparian Wetland Mitigation Units (WMUs).
Reviewed By:
Date
Conditional Approved By:
Date
L Check this box if there are outstanding issues
Final Approval By:
Date
EEP Project Manager
For Division Administrator
FHWA
For Division Administrator
F HWA
6 Version 1 -4, 8118145

Coastal Zone Management Act (CZMA)
1. Is the project Located in a CAMA county?
❑
Yes
No
2 Does the project affect such properties and does the SHPOITHPO concur?
2. Does the project involve ground - disturbing activities within a CAMA Area of
Yes
Yes
Environmental Concern (AEC)?
❑ No
® NIA
3. Has a CAMA permit been secured?
❑ Yes
❑ No
EJ
NIA
4. Has NCDCM agreed that the project is consistent with the NC Coastal Management
NIA
Yes
Program?
❑ No
$j Yes
0 NIA
Comprehensive Environmental Response. Compensation and l=iability Act (CE. LA)
1. is this a "full- delivery" project?
Yes
F] No
2. Has the zoning /land use of the subject property and adjacent properties ever been
jJ Yes
designated as commercial or industrial?
No
❑ NIA
3. As a result of a limited Phase I Site Assessment, are there known or potential
❑ Yes
hazardous waste sites within or adjacent to the project area?
4. Has the owner of the property been informed
No
• prior to making an offer that the agency does not have condemnation authority; and
NNo
NIA
4. As a result of a Phase I Site Assessment, are there known or potential hazardous
Yes
waste sites within or adjacent to the project area?
❑ No
[ZNIA
5. As a result of a Phase 11 Site Assessment, are there known or potential hazardous
❑ Yes
waste sites within the project area?
❑ No
LgNIA
6. is there an approved hazardous mitigation plan?
❑ Yes
❑ No
O NIA
National Historic Preservation Act fSection 1061
1, Are there properties fisted on, or eligible for listing on, the National Register of
❑ Yes
Historic Places in the project area?
No
2 Does the project affect such properties and does the SHPOITHPO concur?
Yes
No
NIA
3. If the effects are adverse, have they been resolved?
Yes
❑ No
NIA
Uniform Relocation Assistance and Real Property Acquisition Policies Act (Uniform
Act)
1. Is this a "full-deli very" project?
$j Yes
No
2. Does the project require the acquisition of real estate?
Yes
❑ No
❑ NIA
3. Was the property acquisition completed prior to the intent to use federal funds?
❑ Yes
ffNo
NIA
4. Has the owner of the property been informed
Yes
• prior to making an offer that the agency does not have condemnation authority; and
NNo
• what the fair market value Is believed to be?
❑ NIA
7 Version 1.4, 8/18/05

1. Is the project located in a county claimed as "territory" by the Eastern Band of
Cherokee Indians?
2. Is the site of religious importance to American Indians?
3. Is the project listed on, or eligible for listing on, the National Register of Historic
(Places?
4. Have the effects of the project on this site been considered?
_ Antiquities Act (AA)
1. Is the project located on Federal lands?
2. Will there be loss or destruction of historic or prehistoric ruins, monuments or objects
of antiquity?
3. 1XII a permit from the appropriate Federal agency be required?
4. Has a permit been obtained?
Archaeological Resources Protection Act (ARPA)
1. Is the project located on federal or Indian lands (reservation )?
2. Will there be a loss or destruction of archaeological resources?
3. Will a permit from the appropriate Federal agency be required?
4. Has a permit been obtained?
_ Endangered Species Act (ESA)
1. Are federal Threatened and Endangered species and/or designated Critical Habitat
listed for the county?
2. Is Designated Critical Habitat or suitable habitat present for listed species?
3. Are T &E species present or is the project being conducted in Designated Critical
Habitat?
4. As the project "likely to adversely affect' the species and /or "likely to adversely modify"
Designated Critical Habitat?
5. Does the USFWSINOAA- Fisheries concur in the effects determination?
6. Has the USFWSINOAA +tshenes rendered a jeopardy' determination?
❑ Yes
%NO
Yes
❑ No
[3 N/A
❑ Yes
❑ No
N/A
Yes
No
a. NIA
'❑ Yes
No
Yes
No
N/A
❑ No
N/A
ti Yes
❑ No
W NIA
0 Yes
No
Yes
❑ No
N/A
Yes
No
F N/A
Yes
No
[g NIA
❑ Yes
O No
❑ Yes
No
C N/A
❑ Yes
❑ No
0 N/A
[] Yes
❑ No
[ N/A
❑ Yes
❑ No
NIA
Yes
❑ No
S N/A
8 Version 1.4, 8118/05

1. Is the project located on Federal lands that are within a county claimed as "territory"
L Yes
by the EBCI?
O No
2. Has the 'EBCI indicated that Indian sacred sites may be impacted by the proposed
❑ Yes
project?
❑ No
N/A
3. Have accommodations been made for access to and ceremonial use of Indian sacred
❑ Yes
sites?
E1,No
LN ILIA
Farmland Protection Policy Act FPPA
1. Will real estate be acquired?
Yes
❑_ No
2. Has NRCS determined that the project contains prime, unique, statewide or locally
Yes
important farmland?
No
NIA
3. Has the completed Form AD-1006 been submitted to NRCS?
Yes
§No
N/A
Fish and Wildlife Coordination Act FWCA
1. Will the project impound, divert, channel deepen, or otherwise control /modify any
Yes
water body?
No
lNo
2. Have the USFWS and the NCWRC been consulted?
Yes
NIA
Land and Water Conservation Fund Act (Section 6(f))
1. Will the project require the conversion of such property to a use other than public,
[71 Yes
outdoor recreation?
No
2. Has the NPS approved of the conversion?
]Yes
] No
N/A
Magnuson- Stevens Fishery Conservation and Management Act (Essential Fish Habitat)
1. Is the project located in an estuarine system?
❑ Yes
�No
2. Is suitable habitat present for EFH- protected species?
Yes
0 No
NIA
1 Is sufficient design information available to make a determination of the effect of the
❑ Yes
project on EFH?
❑ No
NIA
A. Will the project adversely affect EFH?
❑ Yes
❑ No
NIA
5. Has consultation with NGAA- Fisheries occurred?
Yes
No
X N!A
Migratory Bird Treaty Act (MBTA)
1. Does the USFWS have any recommendations with the project relative to the MBTA?
Yes
kNo
2. Have the USFWS recommendations been incorporated?
❑ Yes
❑ No
R N/A — -
! Wilderness Act
1. Is the project in a Wilderness area?
❑ Yes
N o
2. Has a special use permit and/or easement been obtained from the maintaining
L Yes
federal agency?
❑ No
37NfA
9 Version 1 A, 8/18/05

eF�4
North Carolina Department of Cultural Resources
State Historic Preservation Office
liamona M. Bartos, Administrator
Governor Pat McCrory
:secretary Susan Kluttz
March 20, 2014
Grant Lewis
Axiom Environmental, Inc.
218 Snow Avenue
Raleigh, NC 27603
Re: Aycock Springs Stream and Wetland ,%litigation, Alarnance County, ER 140442
Dear Mr. Lewis:
Thank you for your letter of March 7, 2014, concerning the above project.
Officc of jlrchit-cs and History
Deputy Secretary Ko- n Cherry
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisorp Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill- Earley, environmental review coordinator, at 919 -807 -6579 or renee.lrledhill-
[e-mail]. In all future communication concerning this project, please cite the above referenced
tracking number.
Sincerely,
V 6g3(Ramona M. Bartos
Location: 109 Uagt Jong Street, Raleigh W. -1,601 Mailing Address: 4617 Mai] Service Center, Raleigh NC 27679-4617 Telephone /Fax: {x]17) 847 - 6574/807 -6599

United States Department of the Interior
Grant Lewis
Axiom Environmental, Inc.
218 Snow Avenue
Raleigh, NC 27603
FISH AND WILDLIFE SERVICE
Raleigh ES Field Office
Post Office Box 33726
Raleigh, North Carolina 27636 -3726
April 4, 2014
Re: Aycock Springs Stream and Wetland Mitigation Project - Alamance County, NC
Dear Mr. Lewis:
This letter is to inform you that a list of all federally - protected endangered and threatened species
with known occurrences in North Carolina is now available on the U.S. Fish and Wildlife
Service's (Service) web page at http: / /www.fws.gov /raleigh. Therefore, if you have projects that
occur within the Raleigh Field Office's area of responsibility (see attached county list), you no
longer need to contact the Raleigh Field Office for a list of federally- protected species.
Our web page contains a complete and frequently updated list of all endangered and threatened
species protected by the provisions of the Endangered Species Act of 1973, as amended (16
U.S.C. 1531 et seq.)(Act), and a list of federal species of concern[ that are known to occur in
each county in North Carolina.
Section 7 of the Act requires that all federal agencies (or their designated non- federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally - listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that rc:gairement and in deten -ni .ing whether additional. consultation with the
S rvice is necessary. In addition to the federal ly- protectedlspecies list, information on the
species' life histories and habitats and information on corn leting a biological assessment or
evaluation and can be found on our web page at http://ww%v.fws.gov/raleigh. Please check the
web site often for updated information or chLnges.
I I
term "federal species of concern" refers to tho species whi�
w, h the Service believes might be in need of
concentrated conservation actions. Federal species of concern receive no legal protection and their designation does
not necessarily imply that the species will eventually te proposed for listing as a federally endangered or threatened
species. However, we recommend that all practicable measures be taken to avoid or minimize adverse impacts to
federal species of concern.

If your project contains suitable habitat for any of the federally - listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally- protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
With regard to the above - referenced project, we offer the following remarks. Our continents are
submitted pursuant to, and in accordance with, provisions of the Endangered Species Act.
Based on the information provided and other information available, it appears that the proposed
action is not likely to adversely affect any federally - listed endangered or threatened species, their
formally designated critical habitat, or species currently proposed for listing under the Act at
these sites. We believe that the requirements of section 7(a)(2) of the Act have been satisfied for
your project. Please remember that obligations under section 7 consultation must be
reconsidered if. (1) new information reveals impacts of this identified action that may affect
listed species or critical habitat in a manner not previously considered; (2) this action is
subsequently modified in a manner that was not considered in this review; or, (3) a new species
is listed or critical habitat determined that may be affected by the identified action.
However, the Service is concerned about the potential impacts the proposed action might have
on aquatic species. Aquatic resources are highly susceptible to sedimentation. Therefore, we
recommend that all practicable measures be taken to avoid adverse impacts to aquatic species,
including implementing directional boring methods and stringent sediment and erosion control
measures. An erosion and sedimentation control plan should be submitted to and approved by
the North Carolina Division of Land Resources, Land Quality Section prior to construction.
Erosion and sedimentation controls should be installed and maintained between the construction
site and any nearby down - gradient surface waters. In addition, we recommend maintaining
natural, vegetated buffers on all streams and creeks adjacent to the project site.
The North Carolina Wildlife Resources Commission has developed a Guidance Memorandum (a
copy can be found on our website at (http: / /www.fws.gov /raleigh) to address and mitigate
secondary and cumulative impacts to aquatic and terrestrial wildlife resources and water quality.
We recommend that you consider this document in the development of your projects and in
completing an initiation package for consultation (if necessary).
2

We hope you find our web page useful and informative and that following the process described
above will reduce the time required, and eliminate the need., for general correspondence for
species' lists. If you have any questions or comments, please contact Kathy Matthews of this
office at (919) 856 -4520 ext. 27.
Sincerely,
f,l r
y' Pete Benjamin
Field Supervisor
3

List of Counties in the Service's Raleigh Field Office Area of Responsibility
Alamance
Beaufort
Bertie
Bladen
Brunswick
Camden
Carteret
Caswell
Chatham
Chowan
Columbus
Craven
Cumberland
Currituck
Dare
Duplin
Durham
Edgecombe
Franklin
Gates
Granville
Greene
Guilford
Halifax
Harnett
Hertford
Hoke
Hyde
Johnston
Jones
Lee
Lenoir
Martin
Montgomery
Moore
Nash
New Hanover
Northampton
Onslow
Grange
Pamlico
Pasquotank
Pender
4
Perquimans
Person
Pitt
Randolph
Richmond
Robeson
Rockingham
Sampson.
Scotland
Tyrrell
Vance
Wake
Warren
Washington
Wayne
Wilson

U.S. Department of Agriculture
FARMLAND CONVERSION IMPACT RAYING
PART I (To be completed by Federal Agency) Date Of Land Evaluation Request 03/07/2014
Name of Project Aycock Springs Sites Federal Agency Involved FHWA
Proposed Land Use Stream Restoration Site County and State Ala mance County and North Carolina
PART II (To be completed by NRCS) NRCS e Uu11 02t} 14 y 19 I N
Does the site contain Prime. Unique, Statewide or Local Important Farmland e YES NO Acres Irrigated *m size
(if no, the FPPA does not apply - do not complete additional parts of this form) F F noni 1 17
Major Crops) Farmable Land In Govt. Jurisdiction Amount of Farmland As Defined in FPPA
Corn Acres: 179,30' acres 64.4% Acres: 240,62 acres 86.4%
Name of Land Evaluation System Used Name of State or Local Site Assessment System Date Land Evaluation Returned by NRCS
Alamance Co. Lesa NIA 04/09/2014
PART 111 (To be completed by Federal Agency}
Alternative Site Rating
I Site A Site S Site C Site D
A. Total Acres To Be Converted Directly
B. Total Acres To Be Converted Indirectly
C. 'total Acres In Site
PART IV (To be completed by NRCS) Land Evaluation Information
A. Total Acres Prime And Unique Farmland
B. Total Acres Statewide Important or Local Important Farmland
C. Percentage Of Farmland in County Or Local Govt. Unit To Be Converted
D. Percentage Of Farmland in Govt. Jurisdiction With Same Or Higher Relative Value
PART V (To be completed by NRCS) Land Evaluation Criterion
Relative Value of Farmland To Be Converted (Scale of 0 to 100 Points)
PART VI (To be completed by Federal Agency) Site Assessment Criteria
(Criteria are explained in 7 CFR 658.5 b. For Corridor project use form NRCS- CPA -106)
1. Area In Non -urban Use
2. 'Perimeter In Non -urban Use
3. Percent Of Site Being Farmed
4. Protection Provided By State and Local Government
5. Distance From Urban Built -up Area
6. Distance To Urban Support Services
7. Size Of Present Farm Unit Compared To Average
8. Creation Of Non - farmable Farmland
9. Availability Of Farm Support Services
10, On -Farm Investments
11. Effects Of Conversion On Farm Support Services
12, Compatibility With Existing Agricultural Use
TOTAL SITE ASSESSMENT POINTS
PART VII (To be completed by Federal Agency)
Relative Value Of Farmland (From Part V)
JTotal Site Assessment (From Part Vl above orlocal site assessment)
TOTAL POINTS (Total of above 2 lines)
Site Selected. i Date Of Selection
Reason For Selection:
11
15
1
1
0.0008
81
44
Maximum
Site A
Site B
Site C
Site D
Points
t2 01
C�
(20)
(15)
(1D)
/0
(10)
/ ��,
V
(5)
(Ze)
to
(10)
t1gl,
o
160
0
0
0
0
100
44
0
0
0
160
,) g
0
0
0
260
-44
0
0
0
1 Was A Local
Site Assessment Used?
YES NO❑
Name of Federal agency representative completing this form: (Ax;oln tE;i v; iro1?0e r -
(See Instructions on reverse side) (( Form AAA% (03 -02)

North Carolina Wildlife Resources Commission 9
Gordon Myers, Executive Director
11 March 2014
Mr. Grant Lewis, Senior Project Manager
Axiom Environmental, Inc.
218 Snow Avenue
Raleigh, North Carolina 27603
Subject: Aycock Springs Stream and Wetland Restoration Site, Alamance County
Dear Mr. Lewis:
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) have reviewed the
subject information. Our comments are provided in accordance with provisions of the Fish and Wildlife
Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661 -667e) and North Carolina General Statutes
(G.S. 113 -131 et sett.).
The proposed project would restore stream channels through active pasture land, and provide in-
kind mitigation for unavoidable stream and wetland impacts. Several sections of channel have been
identified as significantly degraded. The project site includes Travis Creek and an unnamed tributary to
Travis Creek in the Cape Fear River basin.
Stream restoration projects often improve water quality and aquatic habitat. Establishing native,
forested buffers in riparian areas will help protect water quality, improve aquatic and terrestrial habitats,
and provide a travel corridor for wildlife species. Provided measures are taken to minimize erosion and
sedimentation from construction /restoration activities, we do not anticipate the project to result in
significant adverse impacts to aquatic and terrestrial wildlife resources.
Thank you for the opportunity to review this proposed project. If we can provide further
assistance, please contact our office at (336) 449 -7625 or s hart .brvaiiti(i;.ncwildlife.or);.
Sincerely,
Shari L. Bryant
Piedmont Region Coordinator
Habitat Conservation Program
Matting Address: Division of Inland Fisheries - 1721 Mail Service Center • Raleigh, NC 27699 -1721
Telephone: [phone] w Fax: [phone]

Aycock Springs Stream and Wetland Restoration Site
Amick Road
Elon, NC 27244
Inquiry Number: 3873620.6s
March 06, 2014
6 Armstrong Road, 4th floor
www.edrnet.comt.com Shelton, CT 06484
(rEDR'5 E nvironmental Data Resources Inc Toll Free: 2.0050
FORM- LBF -CCA

TABLE OF CONTENTS
SECTION
PAGE
Executive Summary
ES1
Overview Map-----------------------------------------------------
- - - - -- 2
DetailMap--------------------------------------------------------
- - - - -- 3
Map Findings Summary
4
MapFindings------------------------------------------------------
- - - - -- 8
Orphan Summary
9
Government Records Searched /Data Currency Tracking- - - - - - - - - - - - - -
- - - - - - - - - - - - GR -1
GEOCHECK ADDENDUM
GeoCheck - Not Requested
Thank you for your business.
Please contact EDR at 1- 800 - 352 -0050
with any questions or comments.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data
Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from
other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL
DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION,
MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL
ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE,
ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL,
CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY
LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS ". Any analyses, estimates, ratings,
environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor
should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I
Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any
property. Additionally, the information provided in this Report is not to be construed as legal advice.
Copyright 2014 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole
or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other
trademarks used herein are the property of their respective owners.
TC3873620.6s Page 1

EXECUTIVE SUMMARY
A search of available environmental records was conducted by End a t. tal Data Resources, Inc (EDR).
The report was designed to assist parties seeking to meet the search requirements of EPA's Standards
and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for
Environmental Site Assessments (E 1527 -13) or custom requirements developed for the evaluation of
environmental risk associated with a parcel of real estate.
TARGET PROPERTY INFORMATION
ADDRESS
AMICK ROAD
ELON, NC 27244
COORDINATES
Latitude (North):
Longitude (West):
Universal Tranverse Mercator:
UTM X (Meters):
UTM Y (Meters):
Elevation:
36.1273000 - 36° 7'38.28"
79.5249000 - 79° 31'29.64"
Zone 17
632740.9
3998874.8
626 ft. above sea level
USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY
Target Property Map:
Most Recent Revision
South Map:
Most Recent Revision
AERIAL PHOTOGRAPHY IN THIS REPORT
Photo Year:
Source:
TARGET PROPERTY SEARCH RESULTS
36079 -135 OSSIPEE, NC
1970
36079 -A5 GIBSONVILLE, NC
1994
2012
USDA
The target property was not listed in any of the databases searched by EDR.
DATABASES WITH NO MAPPED SITE$
No mapped sites were found in EDR's search of available ( "reasonably ascertainable ") government
records either on the target property or within the search radius around the target property for the
following databases:
STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
NPL National Priority List
iuootouzu.6s EXECUTIVE SUMMARY 1

EXECUTIVE SUMMARY
Proposed NPL---------- - - - - -- Proposed National Priority List Sites
NPL LIENS Federal Superfund Liens
Federal Delisted NPL site list
Delisted NPL National Priority List Deletions
Federal CERCLIS list
CERCLIS--------------------. Comprehensive Environmental Response, Compensation, and Liability Information System
FEDERAL FACILITY Federal Facility Site Information listing
Federal CERCLIS NFRAP site List
CERC - NFRAP CERCLIS No Further Remedial Action Planned
Federal RCRA CORRACTS facilities list
CORRACTS------------------ Corrective Action Report
Federal RCRA non - CORRACTS TSD facilities list
RCRA -TSDF RCRA - Treatment, Storage and Disposal
Federal RCRA generators list
RCRA -LQG RCRA - Large Quantity Generators
RCRA- SQG------------ - - - - -- RCRA - Small Quantity Generators
RCRA -CESQG RCRA - Conditionally Exempt Small Quantity Generator
Federal institutional controls/ engineering controls registries
US ENG CONTROLS Engineering Controls Sites List
US INST CONTROL---- - - - - -- Sites with Institutional Controls
LUCIS Land Use Control Information System
Federal ERNS list
ERNS Emergency Response Notification System
State- and tribal - equivalent NPL
NC HSDS-------------- - - - - -- Hazardous Substance Disposal Site
State- and tribal - equivalent CERCLIS
SHWS Inactive Hazardous Sites Inventory
State and tribal landfill and /or solid waste disposal site lists
SWF /LF List of Solid Waste Facilities
State and tribal leaking storage tank lists
LUST--------- ---------- - -- - -. Regional UST Database
iu.jotouzu.6s EXECUTIVE SUMMARY 2

EXECUTIVE SUMMARY
LUST TRUST ----------------- State Trust Fund Database
LAST Leaking Aboveground Storage Tanks
INDIAN LUST Leaking Un6eiyiuu,,6 Storage Tanks on Indian Land
State and tribal registered storage tank lists
UST__________________________ Petroleum Underground Storage Tank Database
AST AST Database
INDIAN UST Underground Storage Tanks on Indian Land
FEMA UST___________________ Underground Storage Tank Listing
State and tribal institutional control/ engineering control registries
INST CONTROL No Further Action Sites With Land Use Restrictions Monitoring
State and tribal voluntary cleanup sites
VCP Responsible Party Voluntary Action Sites
INDIAN VCP ------------------ Voluntary Cleanup Priority Listing
State and tribal Brownfields sites
BROWNFIELDS Brownfields Projects Inventory
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS A Listing of Brownfields Sites
Local Lists of Landfill/ Solid Waste Disposal Sites
ODI__________________________ Open Dump Inventory
DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations
SWRCY Recycling Center Listing
HIST LF______________________ Solid Waste Facility Listing
INDIAN ODI Report on the Status of Open Dumps on Indian Lands
Local Lists of Hazardous waste/ Contaminated Sites
US CDL Clandestine Drug Labs
US HIST CDL________________ National Clandestine Laboratory Register
Local Land Records
LIENS 2 CERCLA Lien Information
Records of Emergency Release Reports
HMIRS
Hazardous Materials Information Reporting System
IMD__________________________
Incident Management Database
SPILLS 80
SPILLS 80 data from FirstSearch
SPILLS 90
SPILLS 90 data from FirstSearch
Other Ascertainable Records
RCRA NonGen / NLR --------- RCRA - Non Generators
i uootouzu.6s EXECUTIVE SUMMARY 3

EXECUTIVE SUMMARY
DOT OPS____________________
Incident and Accident Data
DOD
Department of Defense Sites
FUDS
Formerly Used Defense Sites
CONSENT___________________
Superfund (CERCLA) Consent Decrees
ROD
Records Of Decision
UMTRA
Uranium Mill Tailings Sites
US MINES --------------------
Mines Master Index File
TRIS
Toxic Chemical Release Inventory System
TSCA
Toxic Substances Control Act
FTTS_________________________
FIFRA/TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide
Act) /TSCA (Toxic Substances Control Act)
HIST FTTS
FIFRA/TSCA Tracking System Administrative Case Listing
SSTS -------------------------
Section 7 Tracking Systems
ICIS
Integrated Compliance Information System
PADS
PCB Activity Database System
MLTS________________________
Material Licensing Tracking System
RADINFO
Radiation Information Database
FINDS
Facility Index System /Facility Registry System
RAATS_______________________
RCRA Administrative Action Tracking System
RMP
Risk Management Plans
UIC
Underground Injection Wells Listing
DRYCLEANERS --------------
Drycleaning Sites
NPDES
NPDES Facility Location Listing
INDIAN RESERV
Indian Reservations
SCRD DRYCLEANERS______.
State Coalition for Remediation of Drycleaners Listing
COAL ASH
Coal Ash Disposal Sites
2020 COR ACTION
2020 Corrective Action Program List
LEAD SMELTERS____________
Lead Smelter Sites
EPA WATCH LIST
EPA WATCH LIST
US FIN ASSUR
Financial Assurance Information
COAL ASH DOE--------------
Steam - Electric Plant Operation Data
COAL ASH EPA
Coal Combustion Residues Surface Impoundments List
PCB TRANSFORMER
PCB Transformer Registration Database
US AIRS_____________________
Aerometric Information Retrieval System Facility Subsystem
PRP
Potentially Responsible Parties
Financial Assurance
Financial Assurance Information Listing
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP____________________ EDR Proprietary Manufactured Gas Plants
EDR US Hist Auto Stat EDR Exclusive Historic Gas Stations
EDR US Hist Cleaners EDR Exclusive Historic Dry Cleaners
EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
RGA HWS-------------------- Recovered Government Archive State Hazardous Waste Facilities List
RGA LF Recovered Government Archive Solid Waste Facilities List
RGA LUST Recovered Government Archive Leaking Underground Storage Tank
SURROUNDING SITES: SEARCH RESULT$
Surrounding sites were identified in the following databases.
iuootouzu.6s EXECUTIVE SUMMARY 4

EXECUTIVE SUMMARY
Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on
a relative (not an absolute) basis. Relative elevation information between sites of close proximity
should be field verified. Sites with an elevation equal to or higher than the target property have been
differentiated below from sites with an elevation lower than the target property.
Page numbers and map identification numbers refer to the EDR Radius Map report where detailed
data on individual sites can be reviewed.
Sites listed in bold italics are in multiple databases.
Unmappable (orphan) sites are not considered in the foregoing analysis.
STANDARD EN4ucUi4mr-NTAL RECORDS
State and tribal landfill and /or solid waste disposal site lists
OLI: Old Landfill Inventory Database.
A review of the OLI list, as provided by EDR, and dated 04/05/2013 has revealed that there is 1 OLI
site within approximately 0.5 miles of the target property.
Lower Elevation Address Direction / Distance Map ID Page
ELON COLLEGE LDFL - AMICK RD FROM 1 -40 W., TAKE EXIT E 1/4 - 1/2 (0.410 mi.)
i uootouzu.6s EXECUTIVE SUMMARY 5

EXECUTIVE SUMMARY
Due to poor or inadequate address information, the following sites were not mapped. Count: 18 records.
Site Name
GENTRY PROPERTY, KENNETH
ALTAMAHAW MALL
MATKINS MEAT PROCESSORS
FOSCOE'S SERVICE STATION
PANTRY #161 -B
TOWN OF ELON
S & S PATTERN SHOP
SHOMAKER PLANT
TRAVIS CREEK PUMP STATION
C & H MARKET
HOME ENTERTAINMENT &DECOR SYS
ROGER BEAUCHESNE GEN. CONT.
W.L. SMITH 66 SERVICE
FRYAR AMBULANCE SERVICE
HWY 87 CONVENIENCE STORE
SERV- U- SERVICENTER
GIBSONVILLE
BACK CREEK PUMP STATION
Database(s)
LAST
LUST, RGA LUST
IMD, LUST, UST, RGA LUST
IMD, LUST, RGA LUST
LUST TRUST
UST
UST
UST
UST
UST
UST
UST
UST
UST
UST
UST
UST
UST
il;auisnzu.6s EXECUTIVE SUMMARY 6

OVERVIEW MAP - 3873620.6s
0 1/4 1/2
Indian Reservations BIA
County Boundary
Power transmission lines
Oil & Gas pipelines from USGS
0 100 -year flood zone
0 500 -year flood zone
National Wetland Inventory
0 State Wetlands
1 Miles
Hazardous Substance
Disposal Sites
This report includes Interactive Map Layers to
display and /or hide map information. The
legend includes only those icons for the
default map view.
SITE NAME: Aycock Springs Stream and Wetland Restoration Site CLIENT: Axiom Environmental
ADDRESS: Amick Road CONTACT: Grant Lewis
Elon NC 27244 INQUIRY #: 3873620.6s
LAT /LONG: 36.1273/79.5249 DATE: March 06, 2014 6:09 pm
Copyright 2) 2014 EDR, Inc. (c 2010 Tele Atlas Rel. 07/2009.
Target Property
Sites at elevations higher than
or equal to the target property
Sites at elevations lower than
the target property
A
Manufactured Gas Plants
El
National Priority List Sites
Dept. Defense Sites
0 1/4 1/2
Indian Reservations BIA
County Boundary
Power transmission lines
Oil & Gas pipelines from USGS
0 100 -year flood zone
0 500 -year flood zone
National Wetland Inventory
0 State Wetlands
1 Miles
Hazardous Substance
Disposal Sites
This report includes Interactive Map Layers to
display and /or hide map information. The
legend includes only those icons for the
default map view.
SITE NAME: Aycock Springs Stream and Wetland Restoration Site CLIENT: Axiom Environmental
ADDRESS: Amick Road CONTACT: Grant Lewis
Elon NC 27244 INQUIRY #: 3873620.6s
LAT /LONG: 36.1273/79.5249 DATE: March 06, 2014 6:09 pm
Copyright 2) 2014 EDR, Inc. (c 2010 Tele Atlas Rel. 07/2009.

DETAIL MAP - 3873620.6s
i�
r �
�f 41 �t
k
74 I.
T�w
J�
�r d
r
Target Property
o the
a a rues
A,
Sites at elevations higher than
or equal to the target property
Indian Reservations BIA
Hazardous Substance
Sites at elevations lower than
Power transmission lines
Disposal Sites
the target property
Oil & Gas pipelines from USGS
A
Manufactured Gas Plants
0
100 -year flood zone
r
Sensitive Receptors
National Priority List Sites
�
500 -year flood zone
Dept. Defense Sites
National Wetland Inventory
0
State Wetlands
This report includes Interactive Map Layers to
display and /or hide map information. The
legend includes only those icons for the
default map view.
SITE
NAME: Aycock Springs Stream and Wetland Restoration Site CLIENT: Axiom Environmental
ADDRESS: Amick Road
CONTACT: Grant Lewis
Elon NC 27244
INQUIRY #: 3873620.6s
LAT /LONG: 36.1273/79.5249
DATE: March 06, 2014 6:12 pm
Copyright rc) 2014 EDR, Inc. (c 2010 Tele Atlas Rel. 07/2009.

MAP FINDINGS SUMMARY
Search
Distance Target
Total
Database (Miles) Property
< 1/8
1/8-1/4
1/4-1/2
1/2 - 1
> 1
Plotted
STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
NPL 1.000
0
0
0
0
NR
0
Proposed NPL 1.000
0
0
0
0
NR
0
NPL LIENS TP
NR
NR
NR
NR
NR
0
Federal Delisted NPL site list
Delisted NPL 1.000
0
0
0
0
NR
0
Federal CERCLIS list
CERCLIS 0.500
0
0
0
NR
NR
0
FEDERAL FACILITY 0.500
0
0
0
NR
NR
0
Federal CERCLIS NFRAP site List
CERC - NFRAP 0.500
0
0
0
NR
NR
0
Federal RCRA CORRACTS facilities list
CORRACTS 1.000
0
0
0
0
NR
0
Federal RCRA non - CORRACTS TSD facilities list
RCRA -TSDF 0.500
0
0
0
NR
NR
0
Federal RCRA generators list
RCRA -LQG 0.250
0
0
NR
NR
NR
0
RCRA -SQG 0.250
0
0
NR
NR
NR
0
RCRA -CESQG 0.250
0
0
NR
NR
NR
0
Federal institutional controls /
engineering controls registries
US ENG CONTROLS 0.500
0
0
0
NR
NR
0
US INST CONTROL 0.500
0
0
0
NR
NR
0
LUCIS 0.500
0
0
0
NR
NR
0
Federal ERNS list
ERNS TP
NR
NR
NR
NR
NR
0
State- and tribal - equivalent NPL
NC HSDS 1.000
0
0
0
0
NR
0
State- and tribal - equivalent CERCLIS
SHWS 1.000
0
0
0
0
NR
0
State and tribal landfill and /or
solid waste disposal site lists
SWF /LF 0.500
0
0
0
NR
NR
0
OLI 0.500
0
0
1
NR
NR
1
State and tribal leaking storage tank lists
LUST 0.500
0
0
0
NR
NR
0
TC3873620.6s Page 4

MAP FINDINGS SUMMARY
Search
Distance Target
0
0
0
NR
NR
Total
Database (Miles) Property
< 1/8
1/8-1/4
1/4-1/2
1/2 - 1
> 1
Plotted
LUST TRUST 0.500
0
0
0
NR
NR
0
LAST 0.500
0
0
0
NR
NR
0
INDIAN LUST 0.500
0
0
0
NR
NR
0
State and tribal registered storage tank lists
0
0
0
NR
NR
0
UST 0.250
0
0
NR
NR
NR
0
AST 0.250
0
0
NR
NR
NR
0
INDIAN UST 0.250
0
0
NR
NR
NR
0
FEMA UST 0.250
0
0
NR
NR
NR
0
State and tribal institutional
NR
NR
NR
NR
NR
0
control/ engineering control registries
NR
NR
NR
NR
NR
0
INST CONTROL 0.500
0
0
0
NR
NR
0
State and tribal voluntary cleanup sites
NR
NR
NR
NR
NR
0
VCP 0.500
0
0
0
NR
NR
0
INDIAN VCP 0.500
0
0
0
NR
NR
0
State and tribal Brownfields sites
0
0
0
NR
NR
0
BROWNFIELDS 0.500
0
0
0
NR
NR
0
/_\B79] 111[ dki /_1N=Iki ►y /l:i l.h�tl4.11CAN:4XKd:7IR
Local Brownfield lists
US BROWNFIELDS 0.500
0
0
0
NR
NR
0
Local Lists of Landfill/ Solid
Waste Disposal Sites
ODI 0.500
0
0
0
NR
NR
0
DEBRIS REGION 9 0.500
0
0
0
NR
NR
0
SWRCY 0.500
0
0
0
NR
NR
0
HIST LF 0.500
0
0
0
NR
NR
0
INDIAN ODI 0.500
0
0
0
NR
NR
0
Local Lists of Hazardous waste/
Contaminated Sites
US CDL TP
NR
NR
NR
NR
NR
0
US HIST CDL TP
NR
NR
NR
NR
NR
0
Local Land Records
LIENS 2 TP
NR
NR
NR
NR
NR
0
Records of Emergency Release Reports
HMIRS TP
NR
NR
NR
NR
NR
0
IMD 0.500
0
0
0
NR
NR
0
SPILLS 80 TP
NR
NR
NR
NR
NR
0
SPILLS 90 TP
NR
NR
NR
NR
NR
0
Other Ascertainable Records
RCRA NonGen / NLR 0.250
0
0
NR
NR
NR
0
TC3873620.6s Page 5

EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP 1.000
EDR US Hist Auto Stat 0.250
EDR US Hist Cleaners 0.250
MAP FINDINGS SUMMARY
Target
EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
RGA HWS TP
RGA LF TP
RGA LUST TP
Total
< 1/8 1/8-1/4 1 /4 - 1 /2 1/2-1 > 1 Plotted
NR
Search
NR
Distance
Database
(Miles)
DOT OPS
TP
DOD
1.000
FUDS
1.000
CONSENT
1.000
ROD
1.000
UMTRA
0.500
US MINES
0.250
TRIS
TP
TSCA
TP
FTTS
TP
HIST FTTS
TP
SSTS
TP
ICIS
TP
PADS
TP
MLTS
TP
RADINFO
TP
FINDS
TP
RAATS
TP
RMP
TP
UIC
TP
DRYCLEANERS
0.250
NPDES
TP
INDIAN RESERV
1.000
SCRD DRYCLEANERS
0.500
COAL ASH
0.500
2020 COR ACTION
0.250
LEAD SMELTERS
TP
EPA WATCH LIST
TP
US FIN ASSUR
TP
COAL ASH DOE
TP
COAL ASH EPA
0.500
PCB TRANSFORMER
TP
US AIRS
TP
PRP
TP
Financial Assurance
TP
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP 1.000
EDR US Hist Auto Stat 0.250
EDR US Hist Cleaners 0.250
MAP FINDINGS SUMMARY
Target
EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
RGA HWS TP
RGA LF TP
RGA LUST TP
Total
< 1/8 1/8-1/4 1 /4 - 1 /2 1/2-1 > 1 Plotted
NR
NR
NR
NR
NR
0
0
0
0
0
NR
0
0
0
0
0
NR
0
0
0
0
0
NR
0
0
0
0
0
NR
0
0
0
0
NR
NR
0
0
0
NR
NR
NR
0
NR
NR
NR
NR
NR
0
NR
NR
NR
NR
NR
0
NR
NR
NR
NR
NR
0
NR
NR
NR
NR
NR
0
NR
NR
NR
NR
NR
0
NR
NR
NR
NR
NR
0
NR
NR
NR
NR
NR
0
NR
NR
NR
NR
NR
0
NR
NR
NR
NR
NR
0
NR
NR
NR
NR
NR
0
NR
NR
NR
NR
NR
0
NR
NR
NR
NR
NR
0
NR
NR
NR
NR
NR
0
0
0
NR
NR
NR
0
NR
NR
NR
NR
NR
0
0
0
0
0
NR
0
0
0
0
NR
NR
0
0
0
0
NR
NR
0
0
0
NR
NR
NR
0
NR
NR
NR
NR
NR
0
NR
NR
NR
NR
NR
0
NR
NR
NR
NR
NR
0
NR
NR
NR
NR
NR
0
0
0
0
NR
NR
0
NR
NR
NR
NR
NR
0
NR
NR
NR
NR
NR
0
NR
NR
NR
NR
NR
0
NR
NR
NR
NR
NR
0
0 0 0 0 NR 0
0 0 NR NR NR 0
0 0 NR NR NR 0
NR NR NR NR NR 0
NR NR NR NR NR 0
NR NR NR NR NR 0
TC3873620.6s Page 6

MAP FINDINGS SUMMARY
Search
Distance Target Total
Database (Miles) Property < 1/8 1/8-1/4 1/4-1/2 1/2 - 1 > 1 Plotted
NOTES:
TP = Target Property
NR = Not Requested at this Search Distance
Sites may be listed in more than one database
TC3873620.6s Page 7

Map ID
Direction
Distance
Elevation
1
East
1/4 -1/2
0.410 mi.
2165 ft.
E7 MAP FINDINGS
Site
ELON COLLEGE LDFL - AMICK RD
FROM 1 -40 W., TAKE EXIT 141 AND TURN RIGHT ON HUFFMAN MILL R
ELON COLLEGE, NC
Relative: NC OLI:
Lower Facility ID:
State Plane X:
Actual: State Plane Y:
623 ft. Other Agency Lead
Unable to Locate:
NONCD0000730
563004
263753
Not reported
Not reported
EDR ID Number
Database(s) EPA ID Number
OLI S106338944
N/A
TC3873620.6s Page 8

Count: 18 records.
Zip
ORPHAN SUMMARY
City
EDR ID
Site Name
ELON
S109684856
PANTRY #161 -B
ELON
0001206772
TOWN OF ELON
ELON COLLEGE
0001200725
S & S PATTERN SHOP
ELON COLLEGE
0001200915
SHOMAKER PLANT
ELON COLLEGE
0001200611
TRAVIS CREEK PUMP STATION
ELON COLLEGE
0003142416
C & H MARKET
ELON COLLEGE
S105766581
ALTAMAHAW MALL
ELON COLLEGE
0000828948
HOME ENTERTAINMENT &DECOR SYS
ELON COLLEGE
0001188505
ROGER BEAUCHESNE GEN. CONT.
GIBSONVILLE
0001194668
W.L. SMITH 66 SERVICE
GIBSONVILLE
0001192064
FRYAR AMBULANCE SERVICE
GIBSONVILLE
0001188741
MATKINS MEAT PROCESSORS
GIBSONVILLE
0000829169
HWY 87 CONVENIENCE STORE
GIBSONVILLE
0001197580
SERV -U- SERVICENTER
GIBSONVILLE
0001192546
GIBSONVILLE
GIBSONVILLE
0001192034
BACK CREEK PUMP STATION
GIBSONVLLE
S110629681
GENTRY PROPERTY, KENNETH
OSSIPEE
S104482947
FOSCOE'S SERVICE STATION
Site Address
Zip
Database(s)
1031 HIGHWAY 7 NORTH
LUST TRUST
HWY 70 WEST SEWER PUMPING STAT
27244
UST
ROUTE 1, HIGHWAY 87, OSSIPEE R
27244
UST
HIGHWAY 100 RT 3
27244
UST
S.R. 1549 AT S.R. 1504
27244
UST
RT 2
27244
UST
ROUTE 2, BOX 104 B
27244
LUST, RGA LUST
RTE 3 BOX 115 A - HWY 100
27244
UST
PITTS ROAD - ROUTE 1
27244
UST
RT #1
27249
UST
ROUTE 1
27249
UST
RT. 1
27249
IMD, LUST, UST, RGA LUST
RT. 1 BOX 359 AA
27249
UST
HIGHWAY 100 WEST
27249
UST
HIGHWAY 61 NORTH
27249
UST
SPRINGWOOD AVE. EXT. (SR 2748)
27249
UST
6176 NC HWY 87 N.
27249
LAST
NC HWY 87 NORTH
27244
IMD, LUST, RGA LUST
TC3873620.6s Page 9

GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency
on a monthly or quarterly basis, as required.
Number of Days to Update: Provides confirmation that EDR is reporting records that have been updated within 90 days
from the date the government agency made the information available to the public.
STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
NPL: National Priority List
National Priorities List ( Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority
cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon
coverage for over 1,000 NPL site boundaries produced by EPA's Environmental Photographic Interpretation Center
(EPIC) and regional EPA offices.
Date of Government Version: 10/25/2013
Date Data Arrived at EDR: 11/11/2013
Date Made Active in Reports: 01/28/2014
Number of Days to Update: 78
NPL Site Boundaries
Source: EPA
Telephone: N/A
Last EDR Contact: 01/21/2014
Next Scheduled EDR Contact: 04/21/2014
Data Release Frequency: Quarterly
Sources:
EPA's Environmental Photographic Interpretation Center (EPIC)
Telephone: 202 - 564 -7333
EPA Region 1
Telephone 617 - 918 -1143
EPA Region 3
Telephone 215 - 814 -5418
EPA Region 4
Telephone 404 - 562 -8033
EPA Region 5
Telephone 312 - 886 -6686
EPA Region 10
Telephone 206 - 553 -8665
EPA Region 6
Telephone: [phone]
EPA Region 7
Telephone: [phone]
EPA Region 8
Telephone: 303 - 312 -6774
EPA Region 9
Telephone: [phone]
Proposed NPL: Proposed National Priority List Sites
A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule
in the Federal Register. EPA then accepts public comments on the site, responds to the comments, and places on
the NPL those sites that continue to meet the requirements for listing.
Date of Government Version: 10/25/2013
Date Data Arrived at EDR: 11/11/2013
Date Made Active in Reports: 01/28/2014
Number of Days to Update: 78
Source: EPA
Telephone: N/A
Last EDR Contact: 01/09/2014
Next Scheduled EDR Contact: 04/21/2014
Data Release Frequency: Quarterly
NPL LIENS: Federal Superfund Liens
Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980, the USEPA has the authority
to file liens against real property in order to recover remedial action expenditures or when the property owner
received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens.
Date of Government Version: 10/15/1991
Date Data Arrived at EDR: 02/02/1994
Date Made Active in Reports: 03/30/1994
Number of Days to Update: 56
Source: EPA
Telephone: 202 - 564 -4267
Last EDR Contact: 08/15/2011
Next Scheduled EDR Contact: 11/28/2011
Data Release Frequency: No Update Planned
TC3873620.6s Page GR -1

GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
Federal Delisted NPL site list
DELISTED NPL: National Priority List Deletions
The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the
EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the
NPL where no further response is appropriate.
Date of Government Version: 10/25/2013
Date Data Arrived at EDR: 11/11/2013
Date Made Active in Reports: 01/28/2014
Number of Days to Update: 78
Federal CERCLIS list
Source: EPA
Telephone: N/A
Last EDR Contact: 01/09/2014
Next Scheduled EDR Contact: 04/21/2014
Data Release Frequency: Quarterly
CERCLIS: Comprehensive Environmental Response, Compensation, and Liability Information System
CERCLIS contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities,
private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation,
and Liability Act (CERCLA). CERCLIS contains sites which are either proposed to or on the National Priorities
List (NPL) and sites which are in the screening and assessment phase for possible inclusion on the NPL.
Date of Government Version: 10/25/2013
Date Data Arrived at EDR: 11/11/2013
Date Made Active in Reports: 02/13/2014
Number of Days to Update: 94
Source: EPA
Telephone: 703 - 412 -9810
Last EDR Contact: 02/28/2014
Next Scheduled EDR Contact: 06/09/2014
Data Release Frequency: Quarterly
FEDERAL FACILITY: Federal Facility Site Information listing
A listing of National Priority List (NPL) and Base Realignment and Closure (BRAC) sites found in the Comprehensive
Environmental Response, Compensation and Liability Information System (CERCLIS) Database where EPA Federal Facilities
Restoration and Reuse Office is involved in cleanup activities.
Date of Government Version: 05/3112013
Date Data Arrived at EDR: 07/08/2013
Date Made Active in Reports: 12/06/2013
Number of Days to Update: 151
Federal CERCLIS NFRAP site List
Source: E- o'.. ital Protection Agency
Telephone: 703 - 603 -8704
Last EDR Contact: 01/10/2014
Next Scheduled EDR Contact: 04/21/2014
Data Release Frequency: Varies
CERCLIS- NFRAP: CERCLIS No Further Remedial Action Planned
Archived sites are sites that have been removed and archived from the inventory of CERCLIS sites. Archived status
indicates that, to the best of EPA's knowledge, assessment at a site has been completed and that EPA has determined
no further steps will be taken to list this site on the National Priorities List (NPL), unless information indicates
this decision was not appropriate or other considerations require a recommendation for listing at a later time.
This decision does not necessarily mean that there is no hazard associated with a given site; it only means that,
based upon available information, the location is not judged to be a potential NPL site.
Date of Government Version: 10/25/2013
Date Data Arrived at EDR: 11/11/2013
Date Made Active in Reports: 02/13/2014
Number of Days to Update: 94
Federal RCRA CORRACTS facilities list
Source: EPA
Telephone: 703 - 412 -9810
Last EDR Contact: 02/28/2014
Next Scheduled EDR Contact: 06/09/2014
Data Release Frequency: Quarterly
CORRACTS: Corrective Action Report
CORRACTS identifies hazardous waste handlers with RCRA corrective action activity.
TC3873620.6s Page GR -2

GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
Date of Government Version: 09/10/2013
Date Data Arrived at EDR: 10/02/2013
Date Made Active in Reports: 12/16/2013
Number of Days to Update: 75
Federal RCRA non - CORRACTS TSD facilities list
Source: EPA
Telephone: 800 - 424 -9346
Last EDR Contact: 01/02/2014
Next Scheduled EDR Contact: 04/14/2014
Data Release Frequency: Quarterly
RCRA -TSDF: RCRA - Treatment, Storage and Disposal
RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation
and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database
includes selective information on sites which generate, transport, store, treat and /or dispose of hazardous waste
as defined by the Resource Conservation and Recovery Act (RCRA). Transporters are individuals or entities that
move hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of the
waste. TSDFs treat, store, or dispose of the waste.
Date of Government Version: 09/10/2013
Date Data Arrived at EDR: 10/02/2013
Date Made Active in Reports: 12/16/2013
Number of Days to Update: 75
Federal RCRA generators list
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 01/02/2014
Next Scheduled EDR Contact: 04/14/2014
Data Release Frequency: Quarterly
RCRA -LQG: RCRA - Large Quantity Generators
RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation
and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database
includes selective information on sites which generate, transport, store, treat and /or dispose of hazardous waste
as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate
over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month.
Date of Government Version: 09/10/2013
Date Data Arrived at EDR: 10/02/2013
Date Made Active in Reports: 12/16/2013
Number of Days to Update: 75
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 01/02/2014
Next Scheduled EDR Contact: 04/14/2014
Data Release Frequency: Quarterly
RCRA -SQG: RCRA - Small Quantity Generators
RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation
and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database
includes selective information on sites which generate, transport, store, treat and /or dispose of hazardous waste
as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate
between 100 kg and 1,000 kg of hazardous waste per month.
Date of Government Version: 09/10/2013
Date Data Arrived at EDR: 10/02/2013
Date Made Active in Reports: 12/16/2013
Number of Days to Update: 75
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 01/02/2014
Next Scheduled EDR Contact: 04/14/2014
Data Release Frequency: Quarterly
RCRA- CESQG: RCRA - Conditionally Exempt Small Quantity Generators
RCRAInfo is EPA's ..N.dr.c. information system, providing access to data supporting the Resource Conservation
and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database
includes selective information on sites which generate, transport, store, treat and /or dispose of hazardous waste
as defined by the Resource Conservation and Recovery Act (RCRA). Conditionally exempt small quantity generators
(CESQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month.
Date of Government Version: 09/10/2013
Date Data Arrived at EDR: 10/02/2013
Date Made Active in Reports: 12/16/2013
Number of Days to Update: 75
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 01/02/2014
Next Scheduled EDR Contact: 04/14/2014
Data Release Frequency: Varies
TC3873620.6s Page GR -3

GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
Federal institutional controls /engineering controls registries
US ENG CONTROLS: Engineering Controls Sites List
A listing of sites with engineering controls in place. Engineering controls include various forms of caps, building
foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental
media or effect human health.
Date of Government Version: 12/17/2013
Date Data Arrived at EDR: 01/14/2014
Date Made Active in Reports: 01/28/2014
Number of Days to Update: 14
Source: E- o'.. ital Protection Agency
Telephone: 703 - 603 -0695
Last EDR Contact: 12/09/2013
Next Scheduled EDR Contact: 03/24/2014
Data Release Frequency: Varies
US INST CONTROL: Sites with Institutional Controls
A listing of sites with institutional controls in place. Institutional controls include administrative measures,
such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation
care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally
required as part of the institutional controls.
Date of Government Version: 12/17/2013
Date Data Arrived at EDR: 01/14/2014
Date Made Active in Reports: 01/28/2014
Number of Days to Update: 14
Source: Environmental Protection Agency
Telephone: 703 - 603 -0695
Last EDR Contact: 12/09/2013
Next Scheduled EDR Contact: 03/24/2014
Data Release Frequency: Varies
LUCIS: Land Use Control Information System
LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure
properties.
Date of Government Version: 11/20/2013
Date Data Arrived at EDR: 11/21/2013
Date Made Active in Reports: 02/24/2014
Number of Days to Update: 95
Federal ERNS list
Source: Department of the Navy
Telephone: 843 - 820 -7326
Last EDR Contact: 02/14/2014
Next Scheduled EDR Contact: 06/02/2014
Data Release Frequency: Varies
ERNS: Emergency Response Notification System
Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous
substances.
Date of Government Version: 09/30/2013 Source: National Response Center, United States Coast Guard
Date Data Arrived at EDR: 10/01/2013 Telephone: 202 - 267 -2180
Date Made Active in Reports: 12/06/2013 Last EDR Contact: 02/07/2014
Number of Days to Update: 66 Next Scheduled EDR Contact: 04/14/2014
Data Release Frequency: Annually
State- and tribal - equivalent NPL
HSDS: Hazardous Substance Disposal Site
Locations of uncontrolled and unregulated hazardous waste sites. The file includes sites on the National Priority
List as well as those on the state priority list.
Date of Government Version: 08/09/2011
Date Data Arrived at EDR: 11/08/2011
Date Made Active in Reports: 12/05/2011
Number of Days to Update: 27
State- and tribal - equivalent CERCLIS
Source: North Carolina Center for Geographic Information and Analysis
Telephone: 919 - 754 -6580
Last EDR Contact: 02/05/2014
Next Scheduled EDR Contact: 05/19/2014
Data Release Frequency: Biennially
TC3873620.6s Page GR -4

GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
SHWS: Inactive Hazardous Sites Inventory
State Hazardous Waste Sites. State hazardous waste site records are the states' equivalent to CERCLIS. These sites
may or may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds
(state equivalent of Superfund) are identified along with sites where cleanup will be paid for by potentially
responsible parties. Available information varies by state.
Date of Government Version: 12/11/2013 Source: Department of Environment, Health and Natural Resources
Date Data Arrived at EDR: 12/19/2013 Telephone: 919 - 508 -8400
Date Made Active in Reports: 01/30/2014 Last EDR Contact: 12/19/2013
Number of Days to Update: 42 Next Scheduled EDR Contact: 03/31/2014
Data Release Frequency: Quarterly
State and tribal landfill and /or solid waste disposal site lists
SWF /LF: List of Solid Waste Facilities
Solid Waste Facilities /Landfill Sites. SWF /LF type records typically contain an inventory of solid waste disposal
facilities or landfills in a particular state. Depending on the state, these may be active or inactive facilities
or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal
sites.
Date of Government Version: 12/30/2013 Source: Department of Environment and Natural Resources
Date Data Arrived at EDR: 12/31/2013 Telephone: 919 - 733 -0692
Date Made Active in Reports: 01/30/2014 Last EDR Contact: 12/31/2013
Number of Days to Update: 30 Next Scheduled EDR Contact: 04/14/2014
Data Release Frequency: Semi - Annually
OLI: Old Landfill Inventory
Old landfill inventory location information.
sites).
Date of Government Version: 04/05/2013
Date Data Arrived at EDR: 04/18/2013
Date Made Active in Reports: 05/09/2013
Number of Days to Update: 21
State and tribal leaking storage tank lists
(Does not include no further action sites and other agency lead
Source: Department of Environment & Natural Resources
Telephone: [phone]
Last EDR Contact: 01/13/2014
Next Scheduled EDR Contact: 04/28/2014
Data Release Frequency: Varies
LUST: Regional UST Database
This database contains information obtained from the Regional Offices. It provides a more detailed explanation
of current and historic activity for individual sites, as well as what was previously found in the Incident Management
Database. Sites in this database with Incident Numbers are considered LUSTS.
Date of Government Version: 11/06/2013 Source: Department of Environment and Natural Resources
Date Data Arrived at EDR: 11/15/2013 Telephone: 919 - 733 -1308
Date Made Active in Reports: 12/13/2013 Last EDR Contact: 02/12/2014
Number of Days to Update: 28 Next Scheduled EDR Contact: 05/26/2014
Data Release Frequency: Quarterly
LUST TRUST: State Trust Fund Database
This database contains information about
incurred while remediating Leaking USTs
Date of Government Version: 10/11/2013
Date Data Arrived at EDR: 10/15/2013
Date Made Active in Reports: 10/30/2013
Number of Days to Update: 15
claims against the State Trust Funds for reimbursements for expenses
Source: Department of Environment and Natural Resources
Telephone: [phone]
Last EDR Contact: 01/15/2014
Next Scheduled EDR Contact: 04/28/2014
Data Release Frequency: Semi - Annually
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
LAST: Leaking Aboveground Storage Tanks
A listing of leaking aboveground storage tank site locations.
Date of Government Version: 11/06/2013 Source: Department of Environment & Natural Resources
Date Data Arrived at EDR: 11/15/2013 Telephone: 877 - 623 -6748
Date Made Active in Reports: 12/13/2013 Last EDR Contact: 02/12/2014
Number of Days to Update: 28 Next Scheduled EDR Contact: 05/26/2014
Data Release Frequency: Quarterly
INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land
LUSTS on Indian land in Iowa, Kansas, and Nebraska
Date of Government Version: 08/27/2013
Date Data Arrived at EDR: 08/27/2013
Date Made Active in Reports: 11/01/2013
Number of Days to Update: 66
Source: EPA Region 7
Telephone: 913 - 551 -7003
Last EDR Contact: 01/27/2014
Next Scheduled EDR Contact: 05/12/2014
Data Release Frequency: Varies
INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land
Leaking underground storage tanks located on Indian Land in Michigan, Minnesota and Wisconsin.
Date of Government Version: 02/13/2014
Date Data Arrived at EDR: 02/14/2014
Date Made Active in Reports: 02/24/2014
Number of Days to Update: 10
Source: EPA, Region 5
Telephone: [phone]
Last EDR Contact: 01/27/2014
Next Scheduled EDR Contact: 05/12/2014
Data Release Frequency: Varies
INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in Alaska, Idaho, Oregon and Washington.
Date of Government Version: 11/06/2013
Date Data Arrived at EDR: 11/07/2013
Date Made Active in Reports: 12/06/2013
Number of Days to Update: 29
Source: EPA Region 10
Telephone: 206 - 553 -2857
Last EDR Contact: 01/27/2014
Next Scheduled EDR Contact: 05/12/2014
Data Release Frequency: Quarterly
INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land
LUSTS on Indian land in Arizona, California, New Mexico and Nevada
Date of Government Version: 03/01/2013
Date Data Arrived at EDR: 03/01/2013
Date Made Active in Reports: 04/12/2013
Number of Days to Update: 42
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 01/27/2014
Next Scheduled EDR Contact: 05/12/2014
Data Release Frequency: Quarterly
INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land
LUSTS on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah and Wyoming.
Date of Government Version: 08/27/2012
Date Data Arrived at EDR: 08/28/2012
Date Made Active in Reports: 10/16/2012
Number of Days to Update: 49
Source: EPA Region 8
Telephone: [phone]
Last EDR Contact: 01/27/2014
Next Scheduled EDR Contact: 05/12/2014
Data Release Frequency: Quarterly
INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land
LUSTS on Indian land in New Mexico and Oklahoma.
Date of Government Version: 09/12/2011
Date Data Arrived at EDR: 09/13/2011
Date Made Active in Reports: 11/11/2011
Number of Days to Update: 59
Source: EPA Region 6
Telephone: [phone]
Last EDR Contact: 02/21/2014
Next Scheduled EDR Contact: 05/12/2014
Data Release Frequency: Varies
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land
LUSTS on Indian land in Florida, Mississippi and North Carolina.
Date of Government Version: 11/21/2013
Date Data Arrived at EDR: 11/26/2013
Date Made Active in Reports: 02/24/2014
Number of Days to Update: 90
Source: EPA Region 4
Telephone: 404 - 562 -8677
Last EDR Contact: 01/27/2014
Next Scheduled EDR Contact: 05/12/2014
Data Release Frequency: Semi - Annually
INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land
A listing of leaking underground storage tank locations on Indian Land.
Date of Government Version: 02/01/2013
Date Data Arrived at EDR: 05/01/2013
Date Made Active in Reports: 11/01/2013
Number of Days to Update: 184
State and tribal registered storage tank lists
Source: EPA Region 1
Telephone: [phone]
Last EDR Contact: 01/30/2014
Next Scheduled EDR Contact: 05/12/2014
Data Release Frequency: Varies
UST: Petroleum Underground Storage Tank Database
Registered Underground Storage Tanks. UST's are regulated under Subtitle I of the Resource Conservation and Recovery
Act (RCRA) and must be registered with the state department responsible for administering the UST program. Available
information varies by state program.
Date of Government Version: 11/06/2013 Source: Department of Environment and Natural Resources
Date Data Arrived at EDR: 11/15/2013 Telephone: 919 - 733 -1308
Date Made Active in Reports: 12/13/2013 Last EDR Contact: 02/12/2014
Number of Days to Update: 28 Next Scheduled EDR Contact: 05/26/2014
Data Release Frequency: Quarterly
AST: AST Database
Facilities with aboveground storage tanks that have a capacity greater than 21,000 gallons.
Date of Government Version: 12/17/2013 Source: Department of Environment and Natural Resources
Date Data Arrived at EDR: 12/24/2013 Telephone: 919 - 715 -6183
Date Made Active in Reports: 01/30/2014 Last EDR Contact: 12/17/2013
Number of Days to Update: 37 Next Scheduled EDR Contact: 04/07/2014
Data Release Frequency: Semi - Annually
INDIAN UST R8: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 8 (Colorado, Montana, North Dakota, South Dakota, Utah, Wyoming and 27 Tribal Nations).
Date of Government Version: 07/29/2013
Date Data Arrived at EDR: 08/01/2013
Date Made Active in Reports: 11/01/2013
Number of Days to Update: 92
Source: EPA Region 8
Telephone: 303 - 312 -6137
Last EDR Contact: 01/27/2014
Next Scheduled EDR Contact: 05/12/2014
Data Release Frequency: Quarterly
INDIAN UST R6: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 6 (Louisiana, Arkansas, Oklahoma, New Mexico, Texas and 65 Tribes).
Date of Government Version: 05/10/2011
Date Data Arrived at EDR: 05/11/2011
Date Made Active in Reports: 06/14/2011
Number of Days to Update: 34
Source: EPA Region 6
Telephone: 214 - 665 -7591
Last EDR Contact: 01/27/2014
Next Scheduled EDR Contact: 05/12/2014
Data Release Frequency: Semi - Annually
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
INDIAN UST R7: U..6i�,giu —id Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 7 (Iowa, Kansas, Missouri, Nebraska, and 9 Tribal Nations).
Date of Government Version: 12/31/2012
Date Data Arrived at EDR: 02/28/2013
Date Made Active in Reports: 04/12/2013
Number of Days to Update: 43
Source: EPA Region 7
Telephone: 913 - 551 -7003
Last EDR Contact: 01/27/2014
Next Scheduled EDR Contact: 05/12/2014
Data Release Frequency: Varies
INDIAN UST R5: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 5 (Michigan, Minnesota and Wisconsin and Tribal Nations).
Date of Government Version: 02/13/2014
Date Data Arrived at EDR: 02/14/2014
Date Made Active in Reports: 02/24/2014
Number of Days to Update: 10
Source: EPA Region 5
Telephone: [phone]
Last EDR Contact: 01/27/2014
Next Scheduled EDR Contact: 05/12/2014
Data Release Frequency: Varies
INDIAN UST R4: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 4 (Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, Tennessee
and Tribal Nations)
Date of Government Version: 11/21/2013
Date Data Arrived at EDR: 11/26/2013
Date Made Active in Reports: 02/24/2014
Number of Days to Update: 90
Source: EPA Region 4
Telephone: 404 - 562 -9424
Last EDR Contact: 01/27/2014
Next Scheduled EDR Contact: 05/12/2014
Data Release Frequency: Semi - Annually
INDIAN UST R1: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 1 (Connecticut, Maine, Massachusetts, New Hampshire, Rhode Island, Vermont and ten Tribal
Nations).
Date of Government Version: 02/01/2013
Date Data Arrived at EDR: 05/01/2013
Date Made Active in Reports: 01/27/2014
Number of Days to Update: 271
Source: EPA, Region 1
Telephone: [phone]
Last EDR Contact: 01/30/2014
Next Scheduled EDR Contact: 05/12/2014
Data Release Frequency: Varies
INDIAN UST R10: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 10 (Alaska, Idaho, Oregon, Washington, and Tribal Nations).
Date of Government Version: 02/05/2013
Date Data Arrived at EDR: 02/06/2013
Date Made Active in Reports: 04/12/2013
Number of Days to Update: 65
Source: EPA Region 10
Telephone: 206 - 553 -2857
Last EDR Contact: 01/27/2014
Next Scheduled EDR Contact: 05/12/2014
Data Release Frequency: Quarterly
INDIAN UST R9: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 9 (Arizona, California, Hawaii, Nevada, the Pacific Islands, and Tribal Nations).
Date of Government Version: 07/29/2013
Date Data Arrived at EDR: 07/30/2013
Date Made Active in Reports: 12/06/2013
Number of Days to Update: 129
Source: EPA Region 9
Telephone: [phone]
Last EDR Contact: 01/27/2014
Next Scheduled EDR Contact: 05/12/2014
Data Release Frequency: Quarterly
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
FEMA UST: Underground Storage Tank Listing
A listing of all FEMA owned underground storage tanks.
Date of Government Version: 01/01/2010
Date Data Arrived at EDR: 02/16/2010
Date Made Active in Reports: 04/12/2010
Number of Days to Update: 55
Source: FEMA
Telephone: 202 - 646 -5797
Last EDR Contact: 01/13/2014
Next Scheduled EDR Contact: 04/28/2014
Data Release Frequency: Varies
State and tribal institutional control /engineering control registries
INST CONTROL: No Further Action Sites With Land Use Restrictions Monitoring
A land use restricted site is a prop. iy v� ... there are limits or requirements on future use of the property
due to varying levels of cleanup possible, practical, or necessary at the site.
Date of Government Version: 12/11/2013 Source: Department of Environment, Health and Natural Resources
Date Data Arrived at EDR: 12/19/2013 Telephone: 919 - 508 -8400
Date Made Active in Reports: 01/30/2014 Last EDR Contact: 12/19/2013
Number of Days to Update: 42 Next Scheduled EDR Contact: 03/31/2014
Data Release Frequency: Quarterly
State and tribal voluntary cleanup sites
VCP: Responsible Party Voluntary Action Sites
Responsible Party Voluntary Action site locations.
Date of Government Version: 12/11/2013 Source: Department of Environment and Natural Resources
Date Data Arrived at EDR: 12/19/2013 Telephone: 919 - 508 -8400
Date Made Active in Reports: 01/30/2014 Last EDR Contact: 12/19/2013
Number of Days to Update: 42 Next Scheduled EDR Contact: 03/31/2014
Data Release Frequency: Semi - Annually
INDIAN VCP R1: Voluntary Cleanup Priority Listing
A listing of voluntary cleanup priority sites located on Indian Land located in Region 1.
Date of Government Version: 09/17/2013
Date Data Arrived at EDR: 10/01/2013
Date Made Active in Reports: 12/06/2013
Number of Days to Update: 66
Source: EPA, Region 1
Telephone: [phone]
Last EDR Contact: 01/03/2014
Next Scheduled EDR Contact: 04/14/2014
Data Release Frequency: Varies
INDIAN VCP R7: Voluntary Cleanup Priority Lisitng
A listing of voluntary cleanup priority sites located on Indian Land located in Region 7.
Date of Government Version: 03/20/2008
Date Data Arrived at EDR: 04/22/2008
Date Made Active in Reports: 05/19/2008
Number of Days to Update: 27
State and tribal Brownfields sites
Source: EPA, Region 7
Telephone: 913 - 551 -7365
Last EDR Contact: 04/20/2009
Next Scheduled EDR Contact: 07/20/2009
Data Release Frequency: Varies
BROWNFIELD& Brownfields Projects Inventory
A brownfield site is an abandoned, idled, or underused property where the threat of contamination
has hindered its redevelopment. All of the sites in the inventory are working toward a brownfield agreement for
cleanup and liabitliy control.
Date of Government Version: 12/03/2013 Source: Department of Environment and Natural Resources
Date Data Arrived at EDR: 01/07/2014 Telephone: 919 - 733 -4996
Date Made Active in Reports: 01/30/2014 Last EDR Contact: 01/07/2014
Number of Days to Update: 23 Next Scheduled EDR Contact: 04/21/2014
Data Release Frequency: Varies
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS: A Listing of Brownfields Sites
Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence
or potential presence of a hazardous substance, pollutant, or rta , Cleaning up and reinvesting in these
properties takes development pressures off of undeveloped, open land, and both improves and protects the environment.
Assessment, Cleanup and Redevelopment Exchange System (ACRES) stores information reported by EPA Brownfields
grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on
Targeted Brownfields Assessments performed by EPA Regions. A listing of ACRES Brownfield sites is obtained from
Cleanups in My Community. Cleanups in My Community provides information on Brownfields properties for which information
is reported back to EPA, as well as areas served by Brownfields grant programs.
Date of Government Version: 09/24/2013
Date Data Arrived at EDR: 09/24/2013
Date Made Active in Reports: 12/06/2013
Number of Days to Update: 73
Source: Environmental Protection Agency
Telephone: 202 - 566 -2777
Last EDR Contact: 02/25/2014
Next Scheduled EDR Contact: 04/07/2014
Data Release Frequency: Semi - Annually
Local Lists of Landfill/ Solid Waste Disposal Sites
DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations
A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside
County and northern Imperial County, California.
Date of Government Version: 01/12/2009
Date Data Arrived at EDR: 05/07/2009
Date Made Active in Reports: 09/21/2009
Number of Days to Update: 137
Source: EPA, Region 9
Telephone: [phone]
Last EDR Contact: 01/27/2014
Next Scheduled EDR Contact: 05/12/2014
Data Release Frequency: No Update Planned
ODI: Open Dump Inventory
An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258
Subtitle D Criteria.
Date of Government Version: 06/30/1985
Date Data Arrived at EDR: 08/09/2004
Date Made Active in Reports: 09/17/2004
Number of Days to Update: 39
HIST LF: Solid Waste Facility Listing
A listing of solid waste facilities.
Date of Government Version: 11/06/2006
Date Data Arrived at EDR: 02/13/2007
Date Made Active in Reports: 03/02/2007
Number of Days to Update: 17
SWRCY: Recycling Center Listing
A listing of recycling center locations.
Date of Government Version: 11/23/2013
Date Data Arrived at EDR: 11/25/2013
Date Made Active in Reports: 12/16/2013
Number of Days to Update: 21
Source: Environmental Protection Agency
Telephone: 800 - 424 -9346
Last EDR Contact: 06/09/2004
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
Source: Department of Environment & Natural Resources
Telephone: [phone]
Last EDR Contact: 01/19/2009
Next Scheduled EDR Contact: 04/19/2009
Data Release Frequency: Quarterly
Source: Department of Environment & Natural Resources
Telephone: [phone]
Last EDR Contact: 11/18/2013
Next Scheduled EDR Contact: 02/17/2014
Data Release Frequency: Varies
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
INDIAN ODI: Report on the Status of Open Dumps on Indian Lands
Location of open dumps on Indian land.
Date of Government Version: 12/31/1998
Date Data Arrived at EDR: 12/03/2007
Date Made Active in Reports: 01/24/2008
Number of Days to Update: 52
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 11/04/2013
Next Scheduled EDR Contact: 02/17/2014
Data Release Frequency: Varies
Local Lists of Hazardous waste/ Contaminated Sites
US CDL: Clandestine Drug Labs
A listing of clandestine drug lab locations. The U.S. Department of Justice ( "the Department ") provides this
web site as a public service. It contains addresses of some locations where law enforcement agencies reported
they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites.
In most cases, the source of the entries is not the Department, and the Department has not verified the entry
and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example,
contacting local law enforcement and local health departments.
Date of Government Version: 12/04/2013
Date Data Arrived at EDR: 12/10/2013
Date Made Active in Reports: 02/13/2014
Number of Days to Update: 65
Source: Drug Enforcement Administration
Telephone: 202 - 307 -1000
Last EDR Contact: 03/04/2014
Next Scheduled EDR Contact: 06/16/2014
Data Release Frequency: Quarterly
US HIST CDL: National Clandestine Laboratory Register
A listing of clandestine drug lab locations. The U.S. Department of Justice ( "the Department ") provides this
web site as a public service. It contains addresses of some locations where law enforcement agencies reported
they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites.
In most cases, the source of the entries is not the Department, and the Department has not verified the entry
and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example,
contacting local law enforcement and local health departments.
Date of Government Version: 09/01/2007
Date Data Arrived at EDR: 11/19/2008
Date Made Active in Reports: 03/30/2009
Number of Days to Update: 131
Local Land Records
Source: Drug Enforcement Administration
Telephone: 202 - 307 -1000
Last EDR Contact: 03/23/2009
Next Scheduled EDR Contact: 06/22/2009
Data Release Frequency: No Update Planned
LIENS 2: CERCLA Lien Information
A Federal CERCLA (' Superfund') lien can exist by operation of law at any site or property at which EPA has spent
Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination.
CERCLIS provides information as to the identity of these sites and properties.
Date of Government Version: 02/06/2013
Date Data Arrived at EDR: 04/25/2013
Date Made Active in Reports: 05/10/2013
Number of Days to Update: 15
Records of Emergency Release Reports
Source: P1 v Q ucntal Protection Agency
Telephone: 202 - 564 -6023
Last EDR Contact: 01/27/2014
Next Scheduled EDR Contact: 05/12/2014
Data Release Frequency: Varies
HMIRS: Hazardous Materials Information Reporting System
Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT.
Date of Government Version: 12/31/2013
Date Data Arrived at EDR: 01/03/2014
Date Made Active in Reports: 02/24/2014
Number of Days to Update: 52
Source: U.S. Department of Transportation
Telephone: [phone]
Last EDR Contact: 01/03/2014
Next Scheduled EDR Contact: 01/13/2014
Data Release Frequency: Annually
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
IMD: Incident Management Database
Groundwater and /or soil contamination incidents
Date of Government Version: 07/21/2006 Source: Department of Environment and Natural Resources
Date Data Arrived at EDR: 08/01/2006 Telephone: 919 - 733 -3221
Date Made Active in Reports: 08/23/2006 Last EDR Contact: 07/01/2011
Number of Days to Update: 22 Next Scheduled EDR Contact: 10/17/2011
Data Release Frequency: No Update Planned
SPILLS 90: SPILLS90 data from FirstSearch
Spills 90 includes those spill and release records available exclusively from FirstSearch databases. Typically,
they may include chemical, oil and /or hazardous substance spills recorded after 1990. Duplicate records that are
already included in EDR incident and release records are not included in Spills 90.
Date of Government Version: 09/27/2012
Date Data Arrived at EDR: 01/03/2013
Date Made Active in Reports: 03/06/2013
Number of Days to Update: 62
Source: FirstSearch
Telephone: N/A
Last EDR Contact: 01/03/2013
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
SPILLS 80: SPILLS80 data from FirstSearch
Spills 80 includes those spill and release records available from FirstSearch databases prior to 1990. Typically,
they may include chemical, oil and /or hazardous substance spills recorded before 1990. Duplicate records that
are already included in EDR incident and release records are not included in Spills 80.
Date of Government Version: 06/14/2001
Date Data Arrived at EDR: 01/03/2013
Date Made Active in Reports: 03/06/2013
Number of Days to Update: 62
Other Ascertainable Records
Source: FirstSearch
Telephone: N/A
Last EDR Contact: 01/03/2013
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
RCRA NonGen / NLR: RCRA - Non Generators
RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation
and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database
includes selective information on sites which generate, transport, store, treat and /or dispose of hazardous waste
as defined by the Resource Conservation and Recovery Act (RCRA). Non - Generators do not presently generate hazardous
waste.
Date of Government Version: 09/10/2013
Date Data Arrived at EDR: 10/02/2013
Date Made Active in Reports: 12/16/2013
Number of Days to Update: 75
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 01/02/2014
Next Scheduled EDR Contact: 04/14/2014
Data Release Frequency: Varies
DOT OPS: Incident and Accident Data
Department of Transporation, Office of Pipeline Safety Incident and Accident data.
Date of Government Version: 07/31/2012 Source: Department of Transporation, Office of Pipeline Safety
Date Data Arrived at EDR: 08/07/2012 Telephone: 202 - 366 -4595
Date Made Active in Reports: 09/18/2012 Last EDR Contact: 02/06/2014
Number of Days to Update: 42 Next Scheduled EDR Contact: 05/19/2014
Data Release Frequency: Varies
DOD: Department of Defense Sites
This data set consists of federally owned or administered lands, administered by the Department of Defense, that
have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands.
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GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
Date of Government Version: 12/31/2005
Date Data Arrived at EDR: 11/10/2006
Date Made Active in Reports: 01/11/2007
Number of Days to Update: 62
Source: USGS
Telephone: [phone]
Last EDR Contact: 01/15/2014
Next Scheduled EDR Contact: 04/28/2014
Data Release Frequency: Semi - Annually
FUDS: Formerly Used Defense Sites
The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers
is actively working or will take necessary cleanup actions.
Date of Government Version: 12/31/2011
Date Data Arrived at EDR: 02/26/2013
Date Made Active in Reports: 03/13/2013
Number of Days to Update: 15
Source: U.S. Army Corps of Engineers
Telephone: 202 - 528 -4285
Last EDR Contact: 02/28/2014
Next Scheduled EDR Contact: 03/24/2014
Data Release Frequency: Varies
CONSENT: Superfund (CERCLA) Consent Decrees
Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released
periodically by United States District Courts after settlement by parties to litigation matters.
Date of Government Version: 12/31/2013 Source: Department of Justice, Consent Decree Library
Date Data Arrived at EDR: 01/24/2014 Telephone: Varies
Date Made Active in Reports: 02/24/2014 Last EDR Contact: 12/26/2013
Number of Days to Update: 31 Next Scheduled EDR Contact: 04/14/2014
Data Release Frequency: Varies
ROD: Records Of Decision
Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical
and health information to aid in the cleanup.
Date of Government Version: 11/25/2013
Date Data Arrived at EDR: 12/12/2013
Date Made Active in Reports: 02/24/2014
Number of Days to Update: 74
Source: EPA
Telephone: [phone]
Last EDR Contact: 12/12/2013
Next Scheduled EDR Contact: 03/24/2014
Data Release Frequency: Annually
UMTRA: Uranium Mill Tailings Sites
Uranium ore was mined by private companies for federal government use in national defense programs. When the mills
shut down, large piles of the sand -like material (mill tailings) remain after uranium has been extracted from
the ore. Levels of human exposure to radioactive materials from the piles are low; however, in some cases tailings
were used as construction materials before the potential health hazards of the tailings were recognized.
Date of Government Version: 09/14/2010
Date Data Arrived at EDR: 10/07/2011
Date Made Active in Reports: 03/01/2012
Number of Days to Update: 146
Source: Department of Energy
Telephone: 505 - 845 -0011
Last EDR Contact: 02/25/2014
Next Scheduled EDR Contact: 06/09/2014
Data Release Frequency: Varies
US MINES: Mines Master Index File
Contains all mine identification numbers issued for mines active or opened since 1971. The data also includes
violation information.
Date of Government Version: 08/01/2013 Source: Department of Labor, Mine Safety and Health Administration
Date Data Arrived at EDR: 09/05/2013 Telephone: 303 - 231 -5959
Date Made Active in Reports: 10/03/2013 Last EDR Contact: 03/05/2014
Number of Days to Update: 28 Next Scheduled EDR Contact: 06/16/2014
Data Release Frequency: Semi - Annually
TRIS: Toxic Chemical Release Inventory System
Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and
land in reportable quantities under SARA Title III Section 313.
TC3873620.6s Page GR -13

GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
Date of Government Version: 12/31/2011
Date Data Arrived at EDR: 07/31/2013
Date Made Active in Reports: 09/13/2013
Number of Days to Update: 44
Source: EPA
Telephone: 202 - 566 -0250
Last EDR Contact: 02/26/2014
Next Scheduled EDR Contact: 06/09/2014
Data Release Frequency: Annually
TSCA: Toxic Substances Control Act
Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the
TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant
site.
Date of Government Version: 12/31/2006
Date Data Arrived at EDR: 09/29/2010
Date Made Active in Reports: 12/02/2010
Number of Days to Update: 64
Source: EPA
Telephone: 202 - 260 -5521
Last EDR Contact: 12/26/2013
Next Scheduled EDR Contact: 04/07/2014
Data Release Frequency: Every 4 Years
FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act) /TSCA (Toxic Substances Control Act)
FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA,
TSCA and EPCRA (Emergency Planning and Community Right -to -Know Act). To maintain currency, EDR contacts the
Agency on a quarterly basis.
Date of Government Version: 04/09/2009 Source: EPA/Office of Prevention, Pesticides and Toxic Substances
Date Data Arrived at EDR: 04/16/2009 Telephone: 202 - 566 -1667
Date Made Active in Reports: 05/11/2009 Last EDR Contact: 02/24/2014
Number of Days to Update: 25 Next Scheduled EDR Contact: 06/09/2014
Data Release Frequency: Quarterly
FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act) /TSCA (Toxic Substances Control Act)
A listing of FIFRA /TSCA Tracking System (FTTS) inspections and enforcements.
Date of Government Version: 04/09/2009
Date Data Arrived at EDR: 04/16/2009
Date Made Active in Reports: 05/11/2009
Number of Days to Update: 25
Source: EPA
Telephone: 202 - 566 -1667
Last EDR Contact: 02/24/2014
Next Scheduled EDR Contact: 06/09/2014
Data Release Frequency: Quarterly
HIST FTTS: FIFRA /TSCA Tracking System Administrative Case Listing
A complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The
information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA
(Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions
are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters
with updated records, it was decided to create a HIST FTTS database. It included records that may not be included
in the newer FTTS database updates. This database is no longer updated.
Date of Government Version: 10/19/2006
Date Data Arrived at EDR: 03/01/2007
Date Made Active in Reports: 04/10/2007
Number of Days to Update: 40
Source: Environmental Protection Agency
Telephone: 202 - 564 -2501
Last EDR Contact: 12/17/2007
Next Scheduled EDR Contact: 03/17/2008
Data Release Frequency: No Update Planned
HIST FTTS INSP: FIFRA /TSCA Tracking System Inspection & Enforcement Case Listing
A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA
regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation
of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some
EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing
EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that
may not be included in the newer FTTS database updates. This database is no longer updated.
TC3873620.6s Page GR -14

GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
Date of Government Version: 10/19/2006
Date Data Arrived at EDR: 03/01/2007
Date Made Active in Reports: 04/10/2007
Number of Days to Update: 40
Source: Environmental Protection Agency
Telephone: 202 - 564 -2501
Last EDR Contact: 12/17/2008
Next Scheduled EDR Contact: 03/17/2008
Data Release Frequency: No Update Planned
SSTS: Section 7 Tracking Systems
Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all
registered pesticide - producing establishments to submit a report to the Environmental Protection Agency by March
1 st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices
being produced, and those having been produced and sold or distributed in the past year.
Date of Government Version: 12/31/2009
Date Data Arrived at EDR: 12/10/2010
Date Made Active in Reports: 02/25/2011
Number of Days to Update: 77
Source: EPA
Telephone: 202 - 564 -4203
Last EDR Contact: 01/28/2014
Next Scheduled EDR Contact: 05/12/2014
Data Release Frequency: Annually
ICIS: Integrated Compliance Information System
The Integrated Compliance Information System (ICIS) supports the information needs of the national enforcement
and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System (NPDES)
program.
Date of Government Version: 07/20/2011
Date Data Arrived at EDR: 11/10/2011
Date Made Active in Reports: 01/10/2012
Number of Days to Update: 61
Source: Environmental Protection Agency
Telephone: 202 - 564 -5088
Last EDR Contact: 10/09/2014
Next Scheduled EDR Contact: 04/28/2014
Data Release Frequency: Quarterly
PADS: PCB Activity Database System
PCB Activity Database. PADS Identifies generators, transporters, commercial storers and /or brokers and disposers
of PCB's who are required to notify the EPA of such activities.
Date of Government Version: 06/01/2013
Date Data Arrived at EDR: 07/17/2013
Date Made Active in Reports: 11/01/2013
Number of Days to Update: 107
Source: EPA
Telephone: [phone]
Last EDR Contact: 01/28/2014
Next Scheduled EDR Contact: 04/28/2014
Data Release Frequency: Annually
MLTS: Material Licensing Tracking System
MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which
possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency,
EDR contacts the Agency on a quarterly basis.
Date of Government Version: 07/22/2013
Date Data Arrived at EDR: 08/02/2013
Date Made Active in Reports: 11/01/2013
Number of Days to Update: 91
Source: Nuclear Regulatory Commission
Telephone: 301 - 415 -7169
Last EDR Contact: 12/09/2013
Next Scheduled EDR Contact: 03/24/2014
Data Release Frequency: Quarterly
RADINFO: Radiation Information Database
The Radiation Information Database (RADINFO) contains information about facilities that are regulated by U.S.
Environmental Protection Agency (EPA) regulations for radiation and radioactivity.
Date of Government Version: 09/30/2013
Date Data Arrived at EDR: 10/09/2013
Date Made Active in Reports: 11/01/2013
Number of Days to Update: 23
Source: Environmental Protection Agency
Telephone: 202 - 343 -9775
Last EDR Contact: 01/10/2014
Next Scheduled EDR Contact: 04/21/2014
Data Release Frequency: Quarterly
TC3873620.6s Page GR -15

GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
FINDS: Facility Index System /Facility Registry System
Facility Index System. FINDS contains both facility information and 'pointers' to other sources that contain more
detail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aerometric
Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial
enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C- DOCKET (Criminal
Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities
Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System).
Date of Government Version: 03/08/2013
Date Data Arrived at EDR: 03/21/2013
Date Made Active in Reports: 07/10/2013
Number of Days to Update: 111
Source: EPA
Telephone: [phone]
Last EDR Contact: 12/10/2013
Next Scheduled EDR Contact: 03/24/2014
Data Release Frequency: Quarterly
RAATS: RCRA Administrative Action Tracking System
RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA
pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration
actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy of
the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources
made it impossible to continue to update the information contained in the database.
Date of Government Version: 04/17/1995
Date Data Arrived at EDR: 07/03/1995
Date Made Active in Reports: 08/07/1995
Number of Days to Update: 35
Source: EPA
Telephone: 202 - 564 -4104
Last EDR Contact: 06/02/2008
Next Scheduled EDR Contact: 09/01/2008
Data Release Frequency: No Update Planned
RMP: Risk Management Plans
When Congress passed the Clean Air Act Amendments of 1990, it required EPA to publish regulations and guidance
for chemical accident prevention at facilities using extremely hazardous substances. The Risk Management Program
Rule (RMP Rule) was written to implement Section 112(r) of these amendments. The rule, which built upon existing
industry codes and standards, requires companies of all sizes that use certain flammable and toxic substances
to develop a Risk Management Program, which includes a(n): Hazard assessment that details the potential effects
of an accidental release, an accident history of the last five years, and an evaluation of worst -case and alternative
accidental releases; Prevention program that includes safety precautions and maintenance, monitoring, and employee
training measures; and Emergency response program that spells out emergency health care, employee training measures
and procedures for informing the public and response agencies (e.g the fire department) should an accident occur.
Date of Government Version: 11/01/2013
Date Data Arrived at EDR: 12/12/2013
Date Made Active in Reports: 02/13/2014
Number of Days to Update: 63
Source: Environmental Protection Agency
Telephone: 202 - 564 -8600
Last EDR Contact: 01/27/2014
Next Scheduled EDR Contact: 05/12/2014
Data Release Frequency: Varies
BRS: Biennial Reporting System
The Biennial Reporting System is a national system administered by the EPA that collects data on the generation
and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG)
and Treatment, Storage, and Disposal Facilities.
Date of Government Version: 12/31/2011
Date Data Arrived at EDR: 02/26/2013
Date Made Active in Reports: 04/19/2013
Number of Days to Update: 52
Source: EPA/NTIS
Telephone: 800 - 424 -9346
Last EDR Contact: 02/28/2014
Next Scheduled EDR Contact: 06/09/2014
Data Release Frequency: Biennially
UIC: Underground Injection Wells Listing
A listing of underground injection wells locations.
Date of Government Version: 11/13/2013 Source: Department of Environment & Natural Resources
Date Data Arrived at EDR: 11/15/2013 Telephone: 919 - 807 -6412
Date Made Active in Reports: 12/20/2013 Last EDR Contact: 02/10/2014
Number of Days to Update: 35 Next Scheduled EDR Contact: 05/26/2014
Data Release Frequency: Varies
TC3873620.6s Page GR -16

GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
DRYCLEANERS: Drycleaning Sites
Potential and known drycleaning sites, active and abandoned, that the Drycleaning Solvent Cleanup Program has
knowledge of and entered into this database.
Date of Government Version: 11/18/2013 Source: Department of Environment & Natural Resources
Date Data Arrived at EDR: 12/24/2013 Telephone: 919 - 508 -8400
Date Made Active in Reports: 01/30/2014 Last EDR Contact: 12/24/2013
Number of Days to Update: 37 Next Scheduled EDR Contact: 04/07/2014
Data Release Frequency: Varies
NPDES: NPDES Facility Location Listing
General information regarding NPDES(National Pollutant Discharge Elimination System) permits.
Date of Government Version: 05/01/2013 Source: Department of Environment & Natural Resources
Date Data Arrived at EDR: 06/05/2013 Telephone: 919 - 733 -7015
Date Made Active in Reports: 07/05/2013 Last EDR Contact: 02/17/2014
Number of Days to Update: 30 Next Scheduled EDR Contact: 05/19/2014
Data Release Frequency: Varies
INDIAN RESERV: Indian Reservations
This map layer portrays Indian administered lands of the United States that have any area equal to or greater
than 640 acres.
Date of Government Version: 12/31/2005
Date Data Arrived at EDR: 12/08/2006
Date Made Active in Reports: 01/11/2007
Number of Days to Update: 34
Source: USGS
Telephone: 202 - 208 -3710
Last EDR Contact: 01/15/2014
Next Scheduled EDR Contact: 04/28/2014
Data Release Frequency: Semi - Annually
SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing
The State Coalition for Remediation of Drycleaners was established in 1998, with support from the U.S. EPA Office
of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established
drycleaner remediation programs. Currently the member states are Alabama, Connecticut, Florida, Illinois, Kansas,
Minnesota, Missouri, North Carolina, Oregon, South Carolina, Tennessee, Texas, and Wisconsin.
Date of Government Version: 03/07/2011
Date Data Arrived at EDR: 03/09/2011
Date Made Active in Reports: 05/02/2011
Number of Days to Update: 54
Source: Environmental Protection Agency
Telephone: 615 - 532 -8599
Last EDR Contact: 01/20/2014
Next Scheduled EDR Contact: 05/05/2014
Data Release Frequency: Varies
LEAD SMELTER 2: Lead Smelter Sites
A list of several hundred sites in the U.S. where secondary lead smelting was done from 1931 and 1964. These sites
may pose a threat to public health through ingestion or inhalation of contaminated soil or dust
Date of Government Version: 04/05/2001
Date Data Arrived at EDR: 10/27/2010
Date Made Active in Reports: 12/02/2010
Number of Days to Update: 36
Source: American Journal of Public Health
Telephone: 703 - 305 -6451
Last EDR Contact: 12/02/2009
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
US FIN ASSUR: Financial Assurance Information
All owners and operators of facilities that treat, store, or dispose of hazardous waste are required to provide
proof that they will have sufficient funds to pay for the clean up, closure, and post - closure care of their facilities.
Date of Government Version: 11/20/2013
Date Data Arrived at EDR: 12/03/2013
Date Made Active in Reports: 02/13/2014
Number of Days to Update: 72
Source: Environmental Protection Agency
Telephone: 202 - 566 -1917
Last EDR Contact: 02/14/2014
Next Scheduled EDR Contact: 06/02/2014
Data Release Frequency: Quarterly
TC3873620.6s Page GR -17

GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
PRP: Potentially Responsible Parties
A listing of verified Potentially Responsible Parties
Date of Government Version: 04/15/2013
Date Data Arrived at EDR: 07/03/2013
Date Made Active in Reports: 09/13/2013
Number of Days to Update: 72
Source: EPA
Telephone: 202 - 564 -6023
Last EDR Contact: 01/02/2014
Next Scheduled EDR Contact: 04/14/2014
Data Release Frequency: Quarterly
Financial Assurance 2: Financial Assurance Information Listing
Information for solid waste facilities. Financial assurance is intended to ensure that resources are available
to pay for the cost of closure, post - closure care, and corrective measures if the owner or operator of a regulated
facility is unable or unwilling to pay.
Date of Government Version: 10/02/2012
Date Data Arrived at EDR: 10/03/2012
Date Made Active in Reports: 10/26/2012
Number of Days to Update: 23
US AIRS MINOR: Air Facility System Data
A listing of minor source facilities.
Date of Government Version: 10/23/2013
Date Data Arrived at EDR: 11/06/2013
Date Made Active in Reports: 12/06/2013
Number of Days to Update: 30
Source: Department of Environmental & Natural Resources
Telephone: 919 - 508 -8496
Last EDR Contact: 12/30/2013
Next Scheduled EDR Contact: 04/14/2014
Data Release Frequency: Varies
Source: EPA
Telephone: 202 - 564 -5962
Last EDR Contact: 12/26/2013
Next Scheduled EDR Contact: 04/14/2014
Data Release Frequency: Annually
FEDLAND: Federal and Indian Lands
Federally and Indian administrated lands of the United States. Lands included are administrated by: Army Corps
of Engineers, Bureau of Reclamation, National Wild and Scenic River, National Wildlife Refuge, Public Domain Land,
Wilderness, Wilderness Study Area, Wildlife Management Area, Bureau of Indian Affairs, Bureau of Land Management,
Department of Justice, Forest Service, Fish and Wildlife Service, National Park Service.
Date of Government Version: 12/31/2005
Date Data Arrived at EDR: 02/06/2006
Date Made Active in Reports: 01/11/2007
Number of Days to Update: 339
Source: U.S. Geological Survey
Telephone: 888 - 275 -8747
Last EDR Contact: 01/15/2014
Next Scheduled EDR Contact: 04/28/2014
Data Release Frequency: N/A
Financial Assurance 3: Financial Assurance Information
Hazardous waste financial assurance information.
Date of Government Version: 09/30/2012 Source: Department of E, ifiiui it & Natural Resources
Date Data Arrived at EDR: 10/19/2012 Telephone: 919 - 707 -8222
Date Made Active in Reports: 11/29/2012 Last EDR Contact: 12/16/2013
Number of Days to Update: 41 Next Scheduled EDR Contact: 03/31/2014
Data Release Frequency: Varies
US AIRS (AFS): Aerometric Information Retrieval System Facility Subsystem (AFS)
The database is a sub - system of Aerometric Information Retrieval System (AIRS). AFS contains compliance data
on air pollution point sources regulated by the U.S. EPA and /or state and local air regulatory agencies. This
information comes from source reports by various stationary sources of air pollution, such as electric power plants,
steel mills, factories, and universities, and provides information about the air pollutants they produce. Action,
air program, air program pollutant, and general level plant data. It is used to track emissions and compliance
data from industrial plants.
Date of Government Version: 10/23/2013
Date Data Arrived at EDR: 11/06/2013
Date Made Active in Reports: 12/06/2013
Number of Days to Update: 30
Source: EPA
Telephone: 202 - 564 -5962
Last EDR Contact: 12/26/2013
Next Scheduled EDR Contact: 04/14/2014
Data Release Frequency: Annually
TC3873620.6s Page GR -18

GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
Financial Assurance 1: Financial Assurance Information Listing
A listing of financial assurance information for underground storage tank facilities. Financial assurance is intended
to ensure that resources are available to pay for the cost of closure, post - closure care, and corrective measures
if the owner or operator of a regulated facility is unable or unwilling to pay.
Date of Government Version: 11/06/2013 Source: Department of Environment & Natural Resources
Date Data Arrived at EDR: 11/15/2013 Telephone: 919 - 733 -1322
Date Made Active in Reports: 12/13/2013 Last EDR Contact: 02/12/2014
Number of Days to Update: 28 Next Scheduled EDR Contact: 05/26/2014
Data Release Frequency: Quarterly
PCB TRANSFORMER: PCB Transformer Registration Database
The database of PCB transformer registrations that includes all PCB registration submittals.
Date of Government Version: 02/01/2011
Date Data Arrived at EDR: 10/19/2011
Date Made Active in Reports: 01/10/2012
Number of Days to Update: 83
LEAD SMELTER 1: Lead Smelter Sites
A listing of former lead smelter site locations.
Date of Government Version: 01/29/2013
Date Data Arrived at EDR: 02/14/2013
Date Made Active in Reports: 02/27/2013
Number of Days to Update: 13
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 01/30/2014
Next Scheduled EDR Contact: 05/12/2014
Data Release Frequency: Varies
Source: Environmental Protection Agency
Telephone: 703 - 603 -8787
Last EDR Contact: 01/03/2014
Next Scheduled EDR Contact: 04/21/2014
Data Release Frequency: Varies
2020 COR ACTION: 2020 Corrective Action Program List
The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action
Universe. This RCRA cleanup baseline includes facilities expected to need corrective action. The 2020 universe
contains a wide variety of sites. Some properties are heavily contaminated while others were contaminated but
have since been cleaned up. Still others have not been fully investigated yet, and may require little or no remediation.
Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations.
Date of Government Version: 11/11/2011
Date Data Arrived at EDR: 05/18/2012
Date Made Active in Reports: 05/25/2012
Number of Days to Update: 7
Source: Environmental Protection Agency
Telephone: 703 - 308 -4044
Last EDR Contact: 02/14/2014
Next Scheduled EDR Contact: 05/26/2014
Data Release Frequency: Varies
COAL ASH DOE: Sleam- Electric Plan Operation Data
A listing of power plants that store ash in surface ponds.
Date of Government Version: 12/31/2005
Date Data Arrived at EDR: 08/07/2009
Date Made Active in Reports: 10/22/2009
Number of Days to Update: 76
Source: Department of Energy
Telephone: 202 - 586 -8719
Last EDR Contact: 01/13/2014
Next Scheduled EDR Contact: 04/28/2014
Data Release Frequency: Varies
COAL ASH: Coal Ash Disposal Sites
A listing of coal combustion products distribution permits issued by the Division for the treatment, storage,
transportation, use and disposal of coal combustion products.
Date of Government Version: 12/31/2007 Source: Department of Environment & Natural Resources
Date Data Arrived at EDR: 08/04/2009 Telephone: 919 - 807 -6359
Date Made Active in Reports: 08/17/2009 Last EDR Contact: 11/04/2013
Number of Days to Update: 13 Next Scheduled EDR Contact: 02/17/2014
Data Release Frequency: Varies
TC3873620.6s Page GR -19

GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
EPA WATCH LIST: EPA WATCH LIST
EPA maintains a "Watch List" to facilitate dialogue between EPA, state and local environmental agencies on enforcement
matters relating to facilities with alleged violations identified as either significant or high priority. Being
on the Watch List does not mean that the facility has actually violated the law only that an investigation by
EPA or a state or local environmental agency has led those organizations to allege that an unproven violation
has in fact occurred. Being on the Watch List does not represent a higher level of concern regarding the alleged
violations that were detected, but instead indicates cases requiring additional dialogue between EPA, state and
local agencies - primarily because of the length of time the alleged violation has gone unaddressed or unresolved.
Date of Government Version: 06/30/2013
Date Data Arrived at EDR: 08/13/2013
Date Made Active in Reports: 09/13/2013
Number of Days to Update: 31
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 02/10/2014
Next Scheduled EDR Contact: 05/26/2014
Data Release Frequency: Quarterly
COAL ASH EPA: Coal Combustion Residues Surface Impoundments List
A listing of coal combustion residues surface impoundments with high hazard potential ratings.
Date of Government Version: 08/17/2010
Date Data Arrived at EDR: 01/03/2011
Date Made Active in Reports: 03/21/2011
Number of Days to Update: 77
EDR Exclusive Records
Source: Environmental Protection Agency
Telephone: N/A
Last EDR Contact: 12/13/2013
Next Scheduled EDR Contact: 03/24/2014
Data Release Frequency: Varies
EDR MGP: EDR Proprietary Manufactured Gas Plants
The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants)
compiled by EDR's researchers. Manufactured gas sites were used in the United States from the 1800's to 1950's
to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture
of coal, oil, and water that also produced a significant amount of waste. Many of the byproducts of the gas production,
such as coal tar (oily waste containing volatile and non - volatile chemicals), sludges, oils and other compounds
are potentially hazardous to human health and the environment. The byproduct from this process was frequently
disposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soil
and groundwater contamination.
Date of Government Version: N/A Source: EDR, Inc.
Date Data Arrived at EDR: N/A Telephone: N/A
Date Made Active in Reports: N/A Last EDR Contact: N/A
Number of Days to Update: N/A Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
EDR US Hist Auto Stat: EDR Exclusive Historic Gas Stations
EDR has searched selected national collections of business directories and has collected listings of potential
gas station /filling station /service station sites that were available to EDR researchers. EDR's review was limited
to those categories of sources that might, in EDR's opinion, include gas station /filling station /service station
establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station,
filling station, auto, automobile repair, auto service station, service station, etc. This database falls within
a category of information EDR classifies as "High Risk Historical Records ", or HRHR. EDR's HRHR effort presents
unique and sometimes proprietary data about past sites and operations that typically create environmental concerns,
but may not show up in current government records searches.
Date of Government Version: N/A
Date Data Arrived at EDR: N/A
Date Made Active in Reports: N/A
Number of Days to Update: N/A
Source: EDR, Inc.
Telephone: N/A
Last EDR Contact: N/A
Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
TC3873620.6s Page GR -20

GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
EDR US Hist Cleaners: EDR Exclusive Historic Dry Cleaners
EDR has searched selected national collections of business directories and has collected listings of potential
dry cleaner sites that were available to EDR researchers. EDR's review was limited to those categories of sources
that might, in EDR's opinion, include dry cleaning establishments. The categories reviewed included, but were
not limited to dry cleaners, cleaners, laundry, laundromat, cleaning /laundry, wash & dry etc. This database falls
within a category of information EDR classifies as "High Risk Historical Records ", or HRHR. EDR's HRHR effort
presents unique and sometimes proprietary data about past sites and operations that typically create environmental
concerns, but may not show up in current government records searches.
Date of Government Version: N/A
Date Data Arrived at EDR: N/A
Date Made Active in Reports: N/A
Number of Days to Update: N/A
Source: EDR, Inc.
Telephone: N/A
Last EDR Contact: N/A
Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
EDR US Hist Cleaners: EDR Proprietary Historic Dry Cleaners - Cole
Date of Government Version: N/A
Date Data Arrived at EDR: N/A
Date Made Active in Reports: N/A
Number of Days to Update: N/A
Source: N/A
Telephone: N/A
Last EDR Contact: N/A
Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
EDR US Hist Auto Stat: EDR Proprietary Historic Gas Stations - Cole
Date of Government Version: N/A
Date Data Arrived at EDR: N/A
Date Made Active in Reports: N/A
Number of Days to Update: N/A
EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
Source: N/A
Telephone: N/A
Last EDR Contact: N/A
Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
RGA LUST: Recovered Government Archive Leaking Underground Storage Tank
The EDR Recovered Government Archive Leaking Underground Storage Tank database provides a list of LUST incidents
derived from historical databases and includes many records that no longer appear in current government lists.
Compiled from Records formerly available from the Department of Environment, Health and Natural Resources in North
Carolina.
Date of Government Version: N/A Source: Department of Environment, Health and Natural Resources
Date Data Arrived at EDR: 07/01/2013 Telephone: N/A
Date Made Active in Reports: 12/20/2013 Last EDR Contact: 06/01/2012
Number of Days to Update: 172 Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
RGA LF: Recovered Government Archive Solid Waste Facilities List
The EDR Recovered Government Archive Landfill database provides a list of landfills derived from historical databases
and includes many records that no longer appear in current government lists. Compiled from Records formerly available
from the Department of Environment, Health and Natural Resources in North Carolina.
Date of Government Version: N/A Source: Department of Environment, Health and Natural Resources
Date Data Arrived at EDR: 07/01/2013 Telephone: N/A
Date Made Active in Reports: 01/13/2014 Last EDR Contact: 06/01/2012
Number of Days to Update: 196 Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
RGA HWS: Recovered Government Archive State Hazardous Waste Facilities List
The EDR Recovered Government Archive State Hazardous Waste database provides a list of SHWS incidents derived
from historical databases and includes many records that no longer appear in current government lists. Compiled
from Records formerly available from the Department of Environment, Health and Natural Resources in North Carolina.
TC3873620.6s Page GR -21

GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
Date of Government Version: N/A Source: Department of Environment, Health and Natural Resources
Date Data Arrived at EDR: 07/01/2013 Telephone: N/A
Date Made Active in Reports: 12/24/2013 Last EDR Contact: 06/01/2012
Number of Days to Update: 176 Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
OTHER DATABASE(S)
Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be
complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the
area covered by the report are included. Moreover, the absence of any reported wetlands ifu ia[;v, does not necessarily
mean that wetlands do not exist in the area covered by the report.
CT MANIFEST: Hazardous Waste Manifest Data
Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through
transporters to a tsd facility.
Date of Government Version: 07/30/2013 Source: Department of Energy & Environmental Protection
Date Data Arrived at EDR: 08/19/2013 Telephone: 860 - 424 -3375
Date Made Active in Reports: 10/03/2013 Last EDR Contact: 02/21/2014
Number of Days to Update: 45 Next Scheduled EDR Contact: 06/02/2014
Data Release Frequency: Annually
NJ MANIFEST: Manifest Information
Hazardous waste manifest information.
Date of Government Version: 12/31/2011 Source: Department of Environmental Protection
Date Data Arrived at EDR: 07/19/2012 Telephone: N/A
Date Made Active in Reports: 08/28/2012 Last EDR Contact: 01/17/2014
Number of Days to Update: 40 Next Scheduled EDR Contact: 04/28/2014
Data Release Frequency: Annually
NY MANIFEST: Facility and Manifest Data
Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD
facility.
Date of Government Version: 11/01/2013 Source: Department of Environmental Conservation
Date Data Arrived at EDR: 11/07/2013 Telephone: 518 - 402 -8651
Date Made Active in Reports: 11/18/2013 Last EDR Contact: 02/07/2014
Number of Days to Update: 11 Next Scheduled EDR Contact: 05/19/2014
Data Release Frequency: Annually
PA MANIFEST: Manifest Information
Hazardous waste manifest information.
Date of Government Version: 12/31/2012 Source: Department of Environmental Protection
Date Data Arrived at EDR: 07/24/2013 Telephone: 717 - 783 -8990
Date Made Active in Reports: 08/19/2013 Last EDR Contact: 01/20/2014
Number of Days to Update: 26 Next Scheduled EDR Contact: 05/05/2014
Data Release Frequency: Annually
RI MANIFEST: Manifest information
Hazardous waste manifest information
Date of Government Version: 12/31/2012 Source: Department of Environmental Management
Date Data Arrived at EDR: 06/21/2013 Telephone: 401 - 222 -2797
Date Made Active in Reports: 08/05/2013 Last EDR Contact: 02/24/2014
Number of Days to Update: 45 Next Scheduled EDR Contact: 06/09/2014
Data Release Frequency: Annually
TC3873620.6s Page GR -22

GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
WI MANIFEST: Manifest Information
Hazardous waste manifest information.
Date of Government Version: 12/31/2012
Date Data Arrived at EDR: 08/09/2013
Date Made Active in Reports: 09/27/2013
Number of Days to Update: 49
Source: Department of Natural Resources
Telephone: N/A
Last EDR Contact: 12/11/2013
Next Scheduled EDR Contact: 03/31/2014
Data Release Frequency: Annually
Oil /Gas Pipelines: This data was obtained by EDR from the USGS in 1994. It is referred to by USGS as GeoData Digital Line Graphs
from 1:100,000 -Scale Maps. It was extracted from the transportation category including some oil, but primarily
gas pipelines.
Electric Power Transmission Line Data
Source: Rextag Strategies Corp.
Telephone: [phone]
U.S. Electric Transmission and Power Plants Systems Digital GIS Data
Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity
to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all
sensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers,
and nursing homes - where individuals who are sensitive receptors are likely to be located.
AHA Hospitals:
Source: American Hospital Association, Inc.
Telephone: [phone]
The database includes a listing of hospitals based on the American Hospital Association's annual survey of hospitals.
Medical Centers: Provider of Services Listing
Source: Centers for Medicare & Medicaid Services
Telephone: [phone]
A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services,
a federal agency within the U.S. Department of Health and Human Services.
Nursing Homes
Source: National Institutes of Health
Telephone: 301 - 594 -6248
Information on Medicare and Medicaid certified nursing homes in the United States.
Public Schools
Source: National Center for Education Statistics
Telephone: [phone]
The National Center for Education Statistics' primary database on elementary
and secondary public education in the United States. It is a comprehensive, annual, national statistical
database of all public elementary and secondary schools and school districts, which contains data that are
comparable across all states.
Private Schools
Source: National Center for Education Statistics
Telephone: 202 - 502 -7300
The National Center for Education Statistics' primary database on private school locations in the United States.
Daycare Centers: Child Care Facility List
Source: Department of Health & Human Services
Telephone: [phone]
Flood Zone Data: This data, available in select counties across the country, was obtained by EDR in 2003 & 2011 from the Federal
Emergency Management Agency (FEMA). Data depicts 100 -year and 500 -year flood zones as defined by FEMA.
NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR
in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service.
State Wetlands Data: Wetlands Inventory
Source: Department of Environment & Natural Resources
Telephone: [phone]
TC3873620.6s Page GR -23

GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING
Scanned Digital USGS 7.5' Topographic Map (DRG)
Source: United States Geologic Survey
A digital raster graphic (DRG) is a scanned image of a U.S. Geological Survey topographic map. The map images
are made by scanning published paper maps on high - resolution scanners. The raster image
is georeferenced and fit to the Universal Transverse Mercator (UTM) projection.
STREET AND ADDRESS INFORMATION
© 2010 Tele Atlas North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection
and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject
to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material.
TC3873620.6s Page GR -24

Appendix F
WEEP Floodplain Requirements Checklist /HEC RAS Output
Mitigation Plan (Contract No. 5791) Appendices
Aycock Springs Stream and Wetland Restoration Site Restoration Systems, LLC
Alamance County, North Carolina

A,ao-n E rya ranimnLW Inc.
October 29, 2014
John Gerber, PE, CFM
State NFIP Coordinator
NC Floodplain Management Branch
4218 Mail Service Center
Raleigh, NC 27699 -4218
Axiom Environmental, Inc.
218 Snow Avenue, Raleigh, North Carolina 27603 919- 215 -1693
Re: Aycock Springs Stream and Wetland mitigation project Alamance County 14 -006
FEMA Floodplain Requirements Checklist
Dear Mr. Gerber:
The purpose of this letter is to request concurrence from the National Flood Insurance Program
(NFIP) concerning a stream and wetland restoration site located in Alamance County. The Site
encompasses approximately 15 acres of agricultural land used for livestock grazing and hay
production. Existing Site streams have been cleared, dredged of cobble substrate, trampled by
livestock, eroded vertically and laterally, and receive extensive sediment and nutrient inputs from
livestock. Proposed activities at the Site include the restoration of perennial and intermittent stream
channels, enhancement of perennial stream channel, and restoration of riparian wetlands. Work
proposed on the main channel of Travis Creek includes easing two tight meanders, removing a
breached dam that impinges flow at the site outfall, moving the channel to a relict and abandoned
reach of channel, and planting with forest vegetation on cleared sections.
Stream reaches are depicted on the attached figures and lengths /priority are as follows:
Reach
Length
Priority
UT 1
1315
Priority 1 Restoration
UT 2
675
Priority 1 Restoration
UT 3
212
Priority 1 Restoration
UT 4
413
Priority 1 Restoration
Travis Creek
1351
Enhancement Level II
Travis Creek
744
Priority 1 and 2 Restoration
FEMA mapping was reviewed to determine if the project is located in a FEMA study area (DFIRM
panel number 8846). Based on existing floodplain mapping, the site is located in Special Flood
Hazard Area and the project may require a "Conditional Letter of Map Revision" (CLOMR), and a
subsequent "Letter of Map Revision" (LOMR).

We thank you in advance for your timely response and cooperation. Please feel free to contact the
below referenced EEP Project Manager with any questions that you may have concerning the extent
of site disturbance associated with this project.
Yours truly,
AXIOM ENVIRONMENTAL
W. Grant Lewis
Senior Project Manager
Attachments
Figure 1 Project Location
Figure 2 Topography
EEP Floodplain Requirements Checklist
Cc Raymond Holz
Kristie Corson

\N
L,reep, — - =­z=
filountairn
Sol.
0
J ;I
Howerton Road I
Directions to the Site from Interstates 40/85 in Burlington /Eton, NC:
- Exit onto University Drive (1-40/85 Exit 140) and travel north (toward Elon)
- Travel north for 2.8 miles and merge with NC 100
- Continue on University Drive (NC 100) for 0.5 mile and turn left onto Manning Street (SR 1503) Ar-Aft
- Travel northwest for 0.8 mile and turn right onto Gibsonville-Ossipee Road (SR 1500) Amom Ewironrnemtak 1".
- Travel north for 0.7 mile and Site is on the right
0 Prepared for:
arib
0
erR
oa
CL
0 C0
1 0
> 0':
0
404,0 --Phibb Project: Ro F?0ad-'
Nr Aycock Springs
Z+->
'I
I!, tnick Ro,c,,
Stream and
0
>
Z
01
0
X I
m
0
0
ILL
o
C:
87
z
107
J ;I
Howerton Road I
Directions to the Site from Interstates 40/85 in Burlington /Eton, NC:
- Exit onto University Drive (1-40/85 Exit 140) and travel north (toward Elon)
- Travel north for 2.8 miles and merge with NC 100
- Continue on University Drive (NC 100) for 0.5 mile and turn left onto Manning Street (SR 1503) Ar-Aft
- Travel northwest for 0.8 mile and turn right onto Gibsonville-Ossipee Road (SR 1500) Amom Ewironrnemtak 1".
- Travel north for 0.7 mile and Site is on the right
0 Prepared for:
arib
0
erR
oa
CL
0 C0
1 0
> 0':
0
404,0 --Phibb Project: Ro F?0ad-'
Nr Aycock Springs
2
L 0
sno•', Camp
/V
IL
Notes:
L
------------------------- Background Imagery sources
F. GIB.SONVIL E
1 71, T
1 100 (provided by ESRI Data and
c; I a 1 0 Maps):
C, 1. Physical Map of the United
\dr
States (2009) created by the
U.S. Park Service (upper inset).
2. Delorme World Basemap
digital mapping (2010, lower
3. Burlington, NC (1980),
BURLINGTON Lake Burlington, NC (1969),
inset).
c K
10:
d
L-_Xivette House Road Gibsonville,
NC (1970), and
PVvaYIROad -
Ossipee, NC (1970) 7.5
minute topographic
1_4 0 ELON,
quadrangles provided by the
J
U.S. Geological Survey.
WHITSETT
4
o Church Street 71
Milk
70
Drawn by: SGID
1- z . . . . . . Date: Oct 2013
Legend
Scale: As Shown
Aycock Springs Stream and Wetland Restoration Site
Project No.: 13-004.02
4VILLE
t.,,r
Aj.
County lines
Wh W,
itSett ParkJ FIGURE
1 0.5 0 1 2 3
1 Miles
t
'I
I!, tnick Ro,c,,
Stream and
E
Wetland
Lake OeW
ILL
V` Pitt R Oad
L
87
Restoration
107
Site
0
1,nn gi,_r
E on
:zr I!ttane
0
Aycock Springs
I Graham
Stream and Wetland
Restoration Site
Alarnance County, NC
Ali I7
at n Al
Title:
P
p s o n,. Ile
•Sv,
I
36.127271 N
54
Power Line Road(-
-79.525214 W
Canc Creek
C a rm
V 4
Project
t GFL-Enmial; v o, u n ta In s
Saxapa
•ad
------
Location
2
L 0
sno•', Camp
/V
IL
Notes:
L
------------------------- Background Imagery sources
F. GIB.SONVIL E
1 71, T
1 100 (provided by ESRI Data and
c; I a 1 0 Maps):
C, 1. Physical Map of the United
\dr
States (2009) created by the
U.S. Park Service (upper inset).
2. Delorme World Basemap
digital mapping (2010, lower
3. Burlington, NC (1980),
BURLINGTON Lake Burlington, NC (1969),
inset).
c K
10:
d
L-_Xivette House Road Gibsonville,
NC (1970), and
PVvaYIROad -
Ossipee, NC (1970) 7.5
minute topographic
1_4 0 ELON,
quadrangles provided by the
J
U.S. Geological Survey.
WHITSETT
4
o Church Street 71
Milk
70
Drawn by: SGID
1- z . . . . . . Date: Oct 2013
Legend
Scale: As Shown
Aycock Springs Stream and Wetland Restoration Site
Project No.: 13-004.02
4VILLE
t.,,r
Aj.
County lines
Wh W,
itSett ParkJ FIGURE
1 0.5 0 1 2 3
1 Miles
t

ter- i �r � W�
Lo
�,[��
4*
Oi
700 ,) .. � ! Y • Auio-m Cnviroazmental, Inc_
.l 'e 1. ` 4 P y- . -. y Prepared for:
• ° �,• Project:
, v•.- `'�' _ __ '� `" Aycock Springs
Stream and
0 . 1 �� -. Wetland
Restoration
41 { +� _ ;- fr _ r'� Site
v
�• M
n` 1 Alamance County, NC
\� \ �..� 1 , j'Y +'i: •' lei "�` I - �� Title:
Jb -
' Topography
Frctdntri C _
of
1 ! f� i` ✓ ^ .�! \*.r .r i . ++. `1 i ! /"�►. Notes.
it • \�, � `•. / w r
I( � � Background Imagery sources
r E -� j'* �' (provided by ESRI Data and
P't �' f 'Z _ Maps):
1. Burlington, NC (1980),
�•\/r l Lake Burlington, NC (1969),
�� 1 \ _ • .� O sspeeillNC (1970) 7)5and
00, minute topographic
— quadrangles provided by the
' \ - • - t ►� U.S. Geological Survey.
• . ti �° J#
� U / - Drawn by: WGL
�• _ Ossi ee USGS Quadrangle
Date:
cae: As Shown
III Iola "� ` ` ''— ,.:..,. • _ t 1 t i Project No.: 13- 004.02
M Legend FIGURE
0 0.1 0.2 0.4 0.6 0.8
Q Aycock Springs Stream and Wetland Restoration Site � � ^+..• e Miles 2

r�QrJ i em
EEP Floodplain Requirements Checklist
This form was developed by the National Flood Insurance program, NC Floodplain
Mapping program and Ecosystem Enhancement Program to be filled for all EEP projects.
The form is intended to summarize the floodplain requirements during, the design phase of
the projects. The form should be submitted to the Local Floodplain Administrator with
three copies submitted to NFIP (attn. State NFIP Engineer), NC Floodplain Mapping Unit
(attn. State NFIP Coordinator) and NC Ecosystem Enhancement Program.
Project Location
Name of project: Aycock Springs Stream and Wetland Restoration Site
Name if stream or feature: Travis Creek
County: Alamance
Name of river basin: Cape Fear
Is project urban or rural? Rural
Name of Jurisdictional Alamance
municipality /county:
DF1RM panel number for 8846
entire site:
Consultant name: Axiom Environmental, Inc,
Phone number: 919 -215 -1693
Address: 218 Snow Avenue
Raleigh, NC 27603
FEM. A_ F l©odplain_Checklist4- 23- 12.dacx Page 1 of

Design Information
Provide a general description of project (one paragraph). Include project limits on a
reference orthophotograph at a scale of I"=500". (See Attached)
Summarize stream reaches or wetland areas according to their restoration priority.
(See Attached)
Example
Reach Length Priority
Example: Reach A 1000 One (Restoration)
Example: Reach B 2000 Three (Enhancement)
Floodplain Information
Is project located in a Special Flood. Hazard Area (SFHA)?
r+ Yes (' No
If project is located in a SFHA, check how it was determined:
* Redelineation
* Detailed Study
F' Limited Detail Study
F- Approximate Study
F- Dorit know
List flood zone designation:
Check if applies:
+i AE Zone
Floodway
Non- Encroaclnnent.
C None
F- Zone
c- Local Setbacks Required
No Local Setbacks Required
If local setbacks are required, list how many feet:
Does proposed channel boundary encroach outside floodway /non-
encroachmentf setbacks?
r Yes r: No
FEMA_ Floodplain _Cheeklist4- 23- 12.dacx Page 2 of 3

Land Acquisition (Check)
F tate owned (fee simple)
F Conservation easment (Design Bid Build)
r Conservation Easement (Full Delivery Project)
Note: if the project property is state- owned, then all requirements should be addressed
to the Department of Administration, State Construction Office (attn: Herbert Neily,
(919) 807 -4101) -
Is community /county participating in the NFIP program?
t: Yes r' No
Note: if community is not participating, then all requirements should be addressed to
NFIP (attn: State NFIP Engineer, (919) 715 -8000)
Name of Local Floodplain Administrator: Jason- Ma#irn -- L�b�'q
Phone Number: 336- 570 -4052
Floodplain Requirements
This section to be filled by designer /applicant following verification with the LFPA
F No Action
F No Rise
✓Letter of Map Revision (cs (y )
r�Conditional Letter of Map Revision (c-?Y)
R! Other Requirements
List other requirements:
0-"
Comments:
Name: W. Grant Lewis Signature: 14,� AIZ �
Title: President Date: 10129 / VY
f
FEMA_ Fi oodplain_Clicck-list4- 23- 12.docx Page 3 of

R
E
S
T
O
R
A
T
I
O
N
- Travis- (Main Reach) Proposed Conditions Existing Conditions A W.S. I A Shear,
HEC -RAS Sta.
Proiect Sta. Profile
Q Total
W.S. Elev
Shear Chan
W.S. Elev
Shear Chan
Elev
Channel
(Cfs)
(ft)
(lb /sq ft)
(ft)
(lb /sq ft)
+/- (ft )
I +/- )Ib /sq ft)
23026
1013 Bankfull
231
600.53
0.41
600.62
0.39
0.09
+ 0.02
2x[Eankfull
462
601.6
0.95
601.65
0.92
0.05
+ 0.03
2rYr
370
601.41
0.68
601.42
0.68
0.01
0.00
51Yr
650
602.02
1.46
602.09
1.41
0.07
+ 0.05
10d'r
850
602.55
1.83
602.61
1.78
0.06
+ 0.05
1006'r
1800
604.12
3.65
604.2
3.53
0.08
+ 0.12
22822
1217 Bankfull
241
600.5
0.53
600.59
0.51
0.09
+ 0.02
2x[Mankfull
481
601.61
0.88
601.66
0.83
0.05
+ 0.05
26'r
380
601.37
0.79
601.38
0.78
0.01
+ 0.01
5rYr
650
602.08
0.99
602.14
0.93
0.06
+ 0.06
101Yr
900
602.65
1.08
602.7
1.03
0.05
+ 0.05
1006 r
1900
604.41
1.18
604.48
1.13
0.07
+ 0.05
22729
1310 Bankfull
241
600.19
0.7
600.3
0.66
0.11
+ 0.04
2x[Eankfull
481
601.24
1.06
601.33
0.95
0.09
+ 0.11
2rYr
380
600.94
1.13
600.95
1.12
0.01
+ 0.01
51Yr
650
601.71
1.14
601.82
1.02
0.11
+ 0.12
101Yr
900
602.29
1.22
602.38
1.13
0.09
+ 0.09
1006'r
1900
604.12
1.33
604.2
1.27
0.08
+ 0.06
22638
1401 Bankfull
241
599.84
0.76
599.99
0.69
0.15
+ 0.07
2x[Mankfull
481
600.91
0.82
601.06
0.68
0.15
+ 0.14
26'r
380
600.52
1
600.66
0.7
0.14
+ 0.30
5rYr
650
601.41
0.85
601.56
0.72
0.15
+ 0.13
101Yr
900
602
0.91
602.11
0.83
0.11
+ 0.08
1001?'r
1900
603.86
1.05
603.96
0.99
0.10
+ 0.06
22541
1498 Bankfull
241
599.46
0.68
599.67
0.59
0.21
+ 0.09
2x[Eankfull
481
600.48
0.97
600.73
0.77
0.25
+ 0.20
21Yr
380
600.09
0.89
600.33
0.7
0.24
+ 0.19
5[Yr
650
600.98
1.1
601.24
0.85
0.26
+ 0.25
10d'r
900
601.59
1.18
601.77
1.01
0.18
+ 0.17
1006'r
1900
603.56
1.19
603.69
1.09
0.13
+ 0.10
22339
1700 Bankfull
245
599.52
0.16
599.7
0.38
0.18
0.22
2x[Mankfull
490
600.56
0.28
600.77
0.49
0.21
0.21
213'r
390
600.16
0.24
600.36
0.46
0.20
0.22
5rYr
650
601.06
0.35
601.28
0.55
0.22
0.20
101Yr
900
601.66
0.46
601.8
0.7
0.14
0.24
1006'r
1900
603.58
0.81
603.68
1.05
0.10
0.24
22239
1800 Bankfull
245
599.45
0.19
599.49
0.43
0.04
0.24
2x[Eankfull
490
600.45
0.34
600.55
0.58
0.10
0.24
2d'r
390
600.06
0.29
600.12
0.57
0.06
0.28
51Yr
650
600.94
0.41
601.06
0.63
0.12
0.22
101Yr
900
601.53
0.52
601.56
0.8
0.03
0.28
1006'r
1900
603.41
0.84
603.43
1.08
0.02
0.24
22139
1900 Bankfull
245
599.32
0.4
599.31
0.41
+ 0.01
0.01
2x[Mankfull
490
600.32
0.49
600.38
0.46
0.06
+ 0.03
21Yr
390
599.92
0.47
599.94
0.47
0.02
0.00
5rYr
650
600.8
0.55
600.89
0.5
0.09
+ 0.05
IO[Yr
900
601.37
0.65
601.36
0.66
+ 0.01
0.01
1001Yr
1900
603.24
0.88
603.23
0.89
+ 0.01
0.01
22042
1997 Bankfull
245
599.1
0.48
599.07
0.5
+ 0.03
0.02
2x[Eankfull
490
600.13
0.49
600.21
0.45
0.08
+ 0.04
2rYr
390
599.71
0.51
599.73
0.5
0.02
+ 0.01
51Yr
650
600.61
0.52
600.73
0.47
0.12
+ 0.05
101Yr
900
601.17
0.61
601.16
0.62
+ 0.01
0.01
1006'r
1900
603.06
0.75
603.05
0.76
+ 0.01
0.01
21962
2077 Bankfull
245
598.96
0.35
598.92
0.37
+ 0.04
0.02
2x[Mankfull
490
600.01
0.37
600.11
0.33
- 0.10
+ 0.04

- Travis- (Main Reach)
Proposed Conditions
Existing Conditions
o W.S.
A Shear,
HEC -RAS Sta. Proiect Sta.
Profile
Total
W.S. Elev
Shear Chan
W.S. Elev
Shear Chan
Elev
Channel
(Cfs)
(ft)
(lb /sq ft)
(ft)
(lb /sq ft)
+/- (ft)
+/- (Ib /sq ft)
21Yr
390
599.58
0.38
599.6
0.37
0.02
+ 0.01
5rYr
650
600.5
0.4
600.63
0.35
0.13
+ 0.05
IOYr
900
601.05
0.46
601.04
0.47
+ 0.01
0.01
1001'r
1900
602.95
0.58
602.94
0.58
+ 0.01
0.00
21839 2200
Bankfull
245
598.68
0.51
598.61
0.56
+ 0.07
0.05
2x[Eankfull
490
599.79
0.53
599.91
0.47
0.12
+ 0.06
2rYr
390
599.31
0.57
599.35
0.55
0.04
+ 0.02
51Yr
650
600.28
0.57
600.45
0.49
0.17
+ 0.08
10d'r
900
600.82
0.68
600.8
0.7
+ 0.02
0.02
1006'r
1900
602.74
0.8
602.72
0.81
+ 0.02
0.01
21738 2301
Bankfull
245
598.49
0.37
598.39
0.42
+ 0.10
0.05
2x[Mankfull
490
599.64
0.38
599.79
0.33
0.15
+ 0.05
213'r
390
599.13
0.42
599.17
0.4
0.04
+ 0.02
5rYr
650
600.13
0.42
600.32
0.36
0.19
+ 0.06
101Yr
900
600.65
0.52
600.63
0.53
+ 0.02
- 0.01
1006 r
1900
602.6
0.6
602.58
0.6
+ 0.02
0.00
21592 2447
Bankfull
245
598.23
0.32
598.2
0.23
+ 0.03
+ 0.09
2x[Eankfull
490
599.47
0.26
599.67
0.2
0.20
+ 0.06
21Yr
390
598.91
0.3
599.01
0.24
0.10
+ 0.06
51Yr
650
599.96
0.3
600.2
0.23
0.24
+ 0.07
R
10d'r
900
600.46
0.38
600.45
0.37
+ 0.01
+ 0.01
E
100[3'r
1900
602.4
0.54
602.4
0.51
0.00
+ 0.03
S
T 21502 2537
Bankfull
245
598.14
0.17
598.13
0.19
+ 0.01
0.02
O
2x[Mankfull
490
599.38
0.28
599.6
0.32
0.22
0.04
R
21Yr
390
598.81
0.26
598.93
0.3
0.12
0.04
A
5rYr
650
599.85
0.37
600.11
0.42
0.26
0.05
T
IO[Yr
900
600.3
0.55
600.3
0.73
0.00
0.18
1
1001Yr
1900
602.23
0.82
602.24
1.03
0.01
0.21
O
N 21388 2651
Bankfull
245
598.07
0.16
598.04
0.22
+ 0.03
0.06
2x[Eankfull
490
599.29
0.23
599.51
0.24
0.22
0.01
2rYr
390
598.72
0.22
598.83
0.26
0.11
0.04
51Yr
650
599.74
0.31
600.01
0.31
0.27
0.00
101Yr
900
600.16
0.46
600.11
0.55
+ 0.05
0.09
1006'r
1900
602.08
0.64
602.05
0.7
+ 0.03
0.06
21314 2725
Bankfull
245
598.04
0.1
598.02
0.08
+ 0.02
+ 0.02
2x[Mankfull
490
599.26
0.15
599.48
0.11
0.22
+ 0.04
213'r
390
598.68
0.15
598.8
0.11
0.12
+ 0.04
5rYr
650
599.7
0.24
599.97
0.17
0.27
+ 0.07
101Yr
900
600.1
0.34
600.05
0.31
+ 0.05
+ 0.03
R
1006 r
1900
602.02
0.47
601.99
0.43
+ 0.03
+ 0.04
E
S 21215 2824
Bankfull
245
597.97
0.18
597.95
0.2
+ 0.02
0.02
T
2x[Eankfull
490
599.19
0.21
599.4
0.31
0.21
0.10
O
2d'r
390
598.61
0.23
598.71
0.29
0.10
0.06
R
51Yr
650
599.63
0.24
599.88
0.35
0.25
0.11
A
101Yr
900
600.01
0.34
599.89
0.66
+ 0.12
0.32
T
1006'r
1900
601.93
0.42
601.86
0.65
+ 0.07
0.23
1
O 21099 2940
Bankfull
245
597.9
0.12
597.88
0.15
+ 0.02
0.03
N
2x[Mankfull
490
599.13
0.13
599.3
0.27
0.17
0.14
26'r
390
598.53
0.14
598.62
0.24
0.09
0.10
5rYr
650
599.56
0.16
599.85
0.11
0.29
+ 0.05
10[Yr
900
599.92
0.21
599.82
0.21
+ 0.10
0.00
1006'r
1900
601.85
0.26
601.8
0.24
+ 0.05
+ 0.02
20609 3430
Bankfull
351
597.25
0.48
597.25
0.48
0.00
0.00
2x[Eankfull
702
598.46
0.77
598.46
0.77
0.00
0.00
2rYr
500
597.86
0.59
597.86
0.59
0.00
0.00
51Yr
850
598.83
0.87
598.83
0.87
0.00
0.00

- Travis- (Main Reach)
Proposed Conditions
Existing Conditions
A W.S.
A Shear,
HEC -RAS Sta. Proiect Sta.
Profile
Q Total
W.S. Elev
Shear Chan
W.S. Elev
Shear Chan
Elev
Channel
(Cfs)
(ft)
(lb /sq ft)
(ft)
(lb /sq ft)
+/- (ft)
+/- (Ib /sq ft)
10d'r
1100
599.26
0.6
599.26
0.6
0.00
0.00
1001Yr
2400
601.28
0.77
601.28
0.77
0.00
0.00
20283 3756
Bankfull
351
596.77
0.26
596.77
0.26
0.00
0.00
2x[Mankfull
702
597.79
0.47
597.79
0.47
0.00
0.00
26'r
500
597.31
0.34
597.31
0.34
0.00
0.00
51Yr
850
598.12
0.55
598.12
0.55
0.00
0.00
10['r
1100
598.58
0.69
598.58
0.69
0.00
0.00
1001?'r
2400
600.54
1.12
600.54
1.12
0.00
0.00
19916 4123
Bankfull
351
594.9
4.95
594.9
4.95
0.00
0.00
2x[Eankfull
702
595.92
3.24
595.92
3.24
0.00
0.00
21Yr
500
595.24
5.23
595.24
5.23
0.00
0.00
5[Yr
850
596.28
2.86
596.28
2.86
0.00
0.00
10d'r
1100
597.24
1.45
597.24
1.45
0.00
0.00
1006'r
2400
599.54
1.09
599.54
1.09
0.00
0.00
19442 4597
Bankfull
362
594.97
0.58
594.97
0.58
0.00
0.00
2x[Mankfull
724
596.16
0.6
596.16
0.6
0.00
0.00
21Yr
500
595.45
0.59
595.45
0.59
0.00
0.00
51Yr
850
596.49
0.63
596.49
0.63
0.00
0.00
101Yr
1200
597.32
0.71
597.32
0.71
0.00
0.00
1006'r
2400
599.59
0.73
599.59
0.73
0.00
0.00
18981 5058
Bankfull
362
594.23
0.22
594.23
0.22
0.00
0.00
2x[Eankfull
724
595.51
0.29
595.51
0.29
0.00
0.00
2rYr
500
594.77
0.24
594.77
0.24
0.00
0.00
51Yr
850
595.87
0.29
595.87
0.29
0.00
0.00
10d'r
1200
596.75
0.31
596.75
0.31
0.00
0.00
1001Yr
2400
599.12
0.39
599.12
0.39
0.00
0.00
18168 5871
Bankfull
362
594.03
0.03
594.03
0.03
0.00
0.00
2xMankfull
724
595.25
0.05
595.25
0.05
0.00
0.00
21Yr
500
594.55
0.04
594.55
0.04
0.00
0.00
5rYr
850
595.6
0.06
595.6
0.06
0.00
0.00
101Yr
1200
596.47
0.08
596.47
0.08
0.00
0.00
1006 r
2400
598.81
0.13
598.81
0.13
0.00
0.00
17792 6247
Bankfull
362
593.91
0.23
593.91
0.23
0.00
0.00
2x[Eankfull
724
595.1
0.28
595.1
0.28
0.00
0.00
2rYr
500
594.41
0.25
594.41
0.25
0.00
0.00
51Yr
850
595.45
0.3
595.45
0.3
0.00
0.00
10[Yr
1200
596.3
0.34
596.3
0.34
0.00
0.00
100[Yr
2400
598.61
0.45
598.61
0.45
0.00
0.00

-UT 1-
Proposed Conditions
Existing Conditions
A W.S.
A Shear,
HEC -RAS Sta. Proiect Sta.
Profile
Q Total
W.S. Elev
Shear Chan
W.S. Elev
Shear Chan
Elev
Channel
(cfs)
(ft)
(lb /sq ft)
(ft)
(lb /sq ft)
+/- (ft)
+/- (lb /,q ft)
2311 1009
Bankfull
15.1
615.35
0.57
614.49
0.53
+ 0.86
+ 0.04
2x[Bankfull
30.2
615.52
0.87
615.03
0.77
+ 0.49
+ 0.10
2rYr
18
615.41
0.57
614.62
0.59
+ 0.79
- 0.02
56'r
35
615.58
0.9
615.15
0.83
+ 0.43
+ 0.07
10[Yr
51
615.74
1.02
615.5
1.02
+ 0.24
0.00
1006'r
116
616.23
1.39
616.42
1.6
- 0.19
- 0.21
2251 1069
Bankfull
15.1
613.86
1.73
613.43
1.25
+ 0.43
+ 0.48
2x[Mankfull
30.2
614.22
1.44
613.82
1.68
+ 0.40
- 0.24
21Yr
18
613.92
1.94
613.52
1.35
+ 0.40
+ 0.59
56'r
35
614.27
1.59
613.92
1.79
+ 0.35
0.20
IO[Yr
51
614.42
1.9
614.18
2.1
+ 0.24
0.20
1006 r
116
614.87
2.81
614.96
2.54
- 0.09
+ 0.27
2177 1143
Bankfull
15.1
612.14
0.6
609.58
2.97
+ 2.56
2.37
2xMankfull
30.2
612.27
1.26
609.95
3.57
+ 2.32
2.31
21Yr
18
612.2
0.64
609.67
3.11
+ 2.53
2.47
51Yr
35
612.33
1.3
610.04
3.71
+ 2.29
2.41
10d'r
51
612.49
1.49
610.3
4.14
+ 2.19
2.65
100[3'r
116
612.97
2.09
611.05
5.29
+ 1.92
3.20
2104 1216
Bankfull
15.1
609.86
2.63
605.78
1.29
+ 4.08
+ 1.34
2x[Mankfull
30.2
610.25
1.44
606.22
1.67
+ 4.03
- 0.23
218'r
18
609.93
2.72
605.88
1.37
+ 4.05
+ 1.35
5rYr
35
610.28
1.59
606.33
1.77
+ 3.95
0.18
IOYr
51
610.36
1.96
606.6
2.21
+ 3.76
0.25
1001'r
116
610.59
3.26
607.4
3.24
+ 3.19
+ 0.02
2052 1268
Bankfull
15.1
608.66
0.48
604.15
1.41
+ 4.51
0.93
2x[Eankfull
30.2
608.83
0.69
604.7
1.57
+ 4.13
0.88
2[Yr
18
608.69
0.57
604.27
1.48
+ 4.42
0.91
51Yr
35
608.88
0.72
604.83
1.57
+ 4.05
0.85
101Yr
51
609.01
0.86
605.2
1.58
+ 3.81
0.72
1006'r
116
609.36
1.22
606.11
1.95
+ 3.25
0.73
1981 1339
Bankfull
15.1
607.32
1.32
601.98
1.45
+ 5.34
0.13
2x[Mankfull
30.2
607.55
1.21
602.55
1.9
+ 5.00
0.69
213'r
18
607.43
1.05
602.12
1.54
+ 5.31
0.49
5rYr
35
607.59
1.32
602.69
2.05
+ 4.90
0.73
101Yr
51
607.69
1.4
603.08
2.38
+ 4.61
0.98
1006'r
116
608.05
1.79
604.1
2.87
+ 3.95
1.08
1924 1396
Bankfull
15.1
605.71
0.89
601.47
0.31
+ 4.24
+ 0.58
2x[Eankfull
30.2
605.86
1.55
602.03
0.43
+ 3.83
+ 1.12
2d'r
18
605.71
1.3
601.6
0.33
+ 4.11
+ 0.97
51Yr
35
605.91
1.55
602.15
0.47
+ 3.76
+ 1.08
101Yr
51
606.02
1.92
602.51
0.57
+ 3.51
+ 1.35
1006'r
116
606.26
2.78
603.49
0.85
+ 2.77
+ 1.93
1867 1453
Bankfull
15.1
603.87
1.61
601.19
0.25
+ 2.68
+ 1.36
2x[Mankfull
30.2
604.03
1.49
601.71
0.34
+ 2.32
+ 1.15
26'r
18
603.94
1.19
601.31
0.27
+ 2.63
+ 0.92
5[A'r
35
604.06
1.65
601.84
0.36
+ 2.22
+ 1.29
101'r
51
604.14
1.65
602.18
0.42
+ 1.96
+ 1.23
1001?'r
116
604.47
2.03
603.14
0.62
+ 1.33
+ 1.41
1806 1514
Bankfull
15.1
602.32
0.65
600.64
0.75
+ 1.68
0.10
2x[Eankfull
30.2
602.53
0.83
601.04
1.19
+ 1.49
0.36
26'r
18
602.37
0.72
600.74
0.84
+ 1.63
0.12
513'r
35
602.57
0.92
601.13
1.32
+ 1.44
0.40
10d'r
51
602.7
1.17
601.41
1.66
+ 1.29
0.49
1006'r
116
603.01
1.54
602.09
2.88
+ 0.92
1.34
1767 1553
Bankfull
15.1
601.35
1.26
600.17
0.41
+ 1.18
+ 0.85
2x[Mankfull
30.2
601.55
1.65
600.54
0.54
+ 1.01
+ 1.11

-UT 1-
Proposed Conditions
Existing Conditions
a W.S.
a Shear,
HEC -RAS Sta. Proiect Sta.
Profile
Q Total
W.S. Elev
Shear Chan
W.S. Elev
Shear Chan
Elev
Channel
(cfs)
(ft)
(lb /sq ft)
(ft)
(lb /sq ft)
+/- (ft)
+/- (Ib /sq ft)
21Yr
18
601.42
1.27
600.26
0.44
+ 1.16
+ 0.83
5d'r
35
601.62
1.6
600.63
0.58
+ 0.99
+ 1.02
101Yr
51
601.75
1.53
600.91
0.67
+ 0.84
+ 0.86
100[Yr
116
602.15
2.26
601.67
1.03
+ 0.48
+ 1.23
1724 1596
Bankfull
15.1
600.22
0.9
599.4
1.05
+ 0.82
- 0.15
2x[Bankfull
30.2
600.53
1.09
599.87
1.01
+ 0.66
+ 0.08
2rYr
18
600.27
1.05
599.51
1.03
+ 0.76
+ 0.02
56'r
35
600.57
1.26
599.96
1.06
+ 0.61
+ 0.20
10[Yr
51
600.77
1.68
600.22
1.24
+ 0.55
+ 0.44
1006'r
116
600.95
2.05
600.42
2.16
+ 0.53
0.11
1648 1672
Bankfull
15.1
599.19
0.35
598.03
0.66
+ 1.16
0.31
2x[Mankfull
30.2
599.3
0.66
598.56
0.85
+ 0.74
0.19
21Yr
18
599.23
0.37
598.17
0.71
+ 1.06
0.34
56'r
35
599.35
0.65
598.66
0.9
+ 0.69
0.25
10[Yr
51
599.42
0.69
598.93
1.02
+ 0.49
0.33
1006 r
116
599.88
0.93
599.77
1.29
+ 0.11
0.36
1602 1718
Bankfull
15.1
598.32
1.17
597.28
1.01
+ 1.04
+ 0.16
2x[Eankfull
30.2
598.63
0.71
597.71
1.43
+ 0.92
- 0.72
21Yr
18
598.35
1.37
597.39
1.12
+ 0.96
+ 0.25
51Yr
35
598.66
0.8
597.81
1.54
+ 0.85
0.74
10d'r
51
598.89
1.04
598.08
1.97
+ 0.81
0.93
100ffr
116
599.71
1.31
599.69
2.14
+ 0.02
0.83
1537 1783
Bankfull
15.1
597.64
0.27
596.81
0.27
+ 0.83
0.00
2x[Mankfull
30.2
597.7
0.72
597.2
0.42
+ 0.50
+ 0.30
21Yr
18
597.7
0.27
596.9
0.3
+ 0.80
- 0.03
5rYr
35
597.77
0.67
597.27
0.46
+ 0.50
+ 0.21
IO[Yr
51
597.7
0.63
597.45
0.57
+ 0.25
+ 0.06
1001Yr
116
599.67
0.85
599.67
1.22
0.00
- 0.37
1487 1833
Bankfull
15.1
596.7
2.61
595.99
2.34
+ 0.71
+ 0.27
2x[Eankfull
30.2
596.93
0.68
596.28
2.81
+ 0.65
- 2.13
2rYr
18
596.77
2.73
596.05
2.53
+ 0.72
+ 0.20
51Yr
35
596.93
0.91
596.38
2.98
+ 0.55
2.07
101Yr
51
597.39
1.84
597.39
3.03
0.00
1.19
1006'r
116
599.66
3.41
599.66
2.42
0.00
+ 0.99
1264 2056
Bankfull
16.3
595.03
0.46
595.03
0.22
0.00
+ 0.24
2xMankfull
32.6
596.22
0.37
596.22
0.17
0.00
+ 0.20
213'r
19
595.51
0.46
595.51
0.22
0.00
+ 0.24
5rYr
36
596.55
0.37
596.55
0.17
0.00
+ 0.20
101Yr
52
597.39
0.3
597.39
0.11
0.00
+ 0.19
1006 r
118
599.66
0.25
599.66
0.1
0.00
+ 0.15
1194 2126
Bankfull
16.3
595.03
0.08
595.03
0.1
0.00
- 0.02
2x[Eankfull
32.6
596.22
0.09
596.22
0.03
0.00
+ 0.06
2rYr
19
595.51
0.08
595.51
0.08
0.00
0.00
51Yr
36
596.55
0.09
596.55
0.03
0.00
+ 0.06
101Yr
52
597.39
0.09
597.39
0.04
0.00
+ 0.05
1006'r
118
599.66
0.12
599.66
0.05
0.00
+ 0.070
1163 2157
Bankfull
16.3
595.03
0.06
595.03
0.01
0.00
+ 0.05
2x[Mankfull
32.6
596.22
0.08
596.22
0.01
0.00
+ 0.07
26'r
19
595.51
0.06
595.51
0.01
0.00
+ 0.05
5rYr
36
596.55
0.08
596.55
0.01
0.00
+ 0.07
101'r
52
597.39
0.1
597.39
0.02
0.00
+ 0.08
1001?'r
118
599.66
0.15
599.66
0.04
0.00
+ 0.11
1094 2226
Bankfull
16.3
595.03
0.07
595.03
0.09
0.00
0.02
2x[Eankfull
32.6
596.22
0.08
596.22
0.11
0.00
0.03
26'r
19
595.51
0.07
595.51
0.09
0.00
0.02
5CYr
36
596.55
0.09
596.55
0.11
0.00
0.02

-UT 1-
Proposed Conditions
Existing Conditions
a W.S.
A Shear,
HEC -RAS Sta. Proiect Sta. Profile Q Total
W.S. Elev
Shear Chan
W.S. Elev
Shear Chan
Elev
Channel
(cfs)
(ft)
(lb /sq ft)
(ft)
(lb /sq ft)
+/- (ft)
+/- (Ib /sq ft)
IO[Yr 52
597.39
0.1
597.39
0.12
0.00
0.02
1006'r 118
599.66
0.12
599.66
0.15
0.00
0.03

-UT 2-
Proposed Conditions
Existing Conditions
A W.S.
A Shear,
HEC -RAS Sta. Proiect Sta.
Profile
Q Total
W.S. Elev
Shear Chan
W.S. Elev
Shear Chan
Elev
Channel
(cfs)
(ft)
(lb /sq ft)
(ft)
(lb /sq ft)
+/- (ft)
+/- (Ib /sq ft)
1672 1002
Bankfull
3.7
612.49
0.54
610.91
0.08
+ 1.58
+ 0.46
2x[1Bankfull
7.4
612.69
0.73
611.11
0.12
+ 1.58
+ 0.61
2rYr
4.3
612.53
0.57
610.95
0.09
+ 1.58
+ 0.48
56'r
8.8
612.75
0.79
611.16
0.12
+ 1.59
+ 0.67
IO[Yr
13
612.89
0.95
611.31
0.16
+ 1.58
+ 0.79
1006'r
31
613.11
1.23
611.75
0.27
+ 1.36
+ 0.96
1609 1065
Bankfull
3.7
610.89
0.54
610.49
0.28
+ 0.40
+ 0.26
2x[Mankfull
7.4
611.07
0.78
610.64
0.41
+ 0.43
+ 0.37
21Yr
4.3
610.92
0.59
610.52
0.3
+ 0.40
+ 0.29
56'r
8.8
611.13
0.86
610.68
0.46
+ 0.45
+ 0.40
IO[Yr
13
611.24
0.98
610.79
0.62
+ 0.45
+ 0.36
1006 r
31
611.48
1.42
611.13
1.33
+ 0.35
+ 0.09
1557 1117
Bankfull
3.7
609.44
0.61
608.74
1.48
+ 0.70
0.87
2xMankfull
7.4
609.63
0.83
608.9
1.8
+ 0.73
0.97
21Yr
4.3
609.47
0.65
608.76
1.59
+ 0.71
0.94
51Yr
8.8
609.69
0.89
608.96
1.83
+ 0.73
0.94
10d'r
13
609.85
1.09
609.1
1.71
+ 0.75
0.62
100[3'r
31
610.05
1.4
609.42
1.56
+ 0.63
0.16
1497 1177
Bankfull
3.7
607.45
0.7
606.8
0.33
+ 0.65
+ 0.37
2x[Mankfull
7.4
607.61
1.04
607
0.48
+ 0.61
+ 0.56
218'r
4.3
607.48
0.77
606.85
0.36
+ 0.63
+ 0.41
5rYr
8.8
607.67
1.15
607.05
0.53
+ 0.62
+ 0.62
IOYr
13
607.76
1.33
607.19
0.69
+ 0.57
+ 0.64
1001'r
31
608.03
1.92
607.52
1.67
+ 0.51
+ 0.25
1465 1209
Bankfull
3.7
606.11
0.93
605.79
1.33
+ 0.32
0.40
2x[Eankfull
7.4
606.32
1.09
605.94
1.64
+ 0.38
0.55
2[Yr
4.3
606.15
0.95
605.81
1.42
+ 0.34
0.47
51Yr
8.8
606.39
1.14
605.99
1.65
+ 0.40
0.51
101'r
13
606.61
1.39
606.08
1.83
+ 0.53
0.44
1006'r
31
606.88
1.3
606.3
1.59
+ 0.58
0.29
1417 1257
Bankfull
3.7
604.9
0.36
604.25
0.26
+ 0.65
+ 0.10
2x[Mankfull
7.4
605.1
0.51
604.39
0.35
+ 0.71
+ 0.16
21Yr
4.3
604.94
0.39
604.29
0.27
+ 0.65
+ 0.12
5rYr
8.8
605.15
0.56
604.45
0.38
+ 0.70
+ 0.18
101Yr
13
605.2
0.67
604.58
0.48
+ 0.62
+ 0.19
1006'r
31
605.5
1.5
604.99
1.05
+ 0.51
+ 0.4
1376 1298
Bankfull
3.7
603.44
1.48
603.11
1.35
+ 0.33
+ 0.11
2xMankfull
7.4
603.6
1.83
603.33
1.67
+ 0.27
+ 0.16
2d'r
4.3
603.47
1.57
603.13
1.45
+ 0.34
+ 0.12
51Yr
8.8
603.66
1.9
603.37
1.7
+ 0.29
+ 0.20
101'r
13
603.93
2.37
603.46
1.84
+ 0.47
+ 0.53
1006'r
31
604.12
1.79
603.62
1.46
+ 0.50
+ 0.33
1333 1341
Bankfull
3.7
601.82
0.46
601.61
0.46
+ 0.21
0.00
2x[Mankfull
7.4
602.01
0.68
601.66
0.65
+ 0.35
+ 0.03
26'r
4.3
601.86
0.5
601.64
0.49
+ 0.22
+ 0.01
5[A'r
8.8
602.07
0.76
601.71
0.71
+ 0.36
+ 0.05
101'r
13
602.04
0.89
601.82
0.86
+ 0.22
+ 0.03
1001?'r
31
602.38
1.55
602.32
2.4
+ 0.06
0.85
1285 1389
Bankfull
3.7
600.12
1.11
600.06
1.31
+ 0.06
0.20
2x[Eankfull
7.4
600.28
1.45
600.33
1.54
- 0.05
0.09
26'r
4.3
600.15
1.2
600.08
1.36
+ 0.07
0.16
513'r
8.8
600.34
1.53
600.37
1.6
- 0.03
0.07
10d'r
13
600.64
1.75
600.47
1.93
+ 0.17
0.18
1006'r
31
600.79
1.7
600.56
1.12
+ 0.23
+ 0.58
1231 1443
Bankfull
3.7
598.41
0.44
598.01
0.32
+ 0.40
+ 0.12
2x[Mankfull
7.4
598.64
0.58
597.98
0.41
+ 0.66
+ 0.17

-UT 2-
I +/- (Ib /sq ft)
Proposed Conditions
Existing Conditions
HEC -RAS Sta. Proiect Sta. Profile
QTotal
W.S. Elev
Shear Chan
W.S. Elev
Shear Chan
+ 0.53
(cfs)
(ft)
(lb /sq ft)
(ft)
(lb /sq ft)
2rYr
4.3
598.46
0.46
598.04
0.34
5rYr
8.8
598.7
0.63
598.02
0.44
10d'r
13
598.56
0.75
598.11
0.5
1006'r
31
599.66
1.52
599.66
2.24
1175 1499 Bankfull
3.7
596.26
1.7
595.73
1.5
2xrEankfull
7.4
596.43
2.18
596.21
1.79
21Yr
4.3
596.28
1.88
595.75
1.56
5d'r
8.8
596.48
2.24
596.55
1.85
101Yr
13
597.39
2.48
597.39
2.08
1006'r
31
599.66
0.01
599.66
0.11
A W.S. I A Shear,
Elev Channel
+/- (ft)
I +/- (Ib /sq ft)
+ 0.42
+ 0.12
+ 0.68
+ 0.19
+ 0.45
+ 0.25
0.00
- 0.72
+ 0.53
+ 0.20
+ 0.22
+ 0.39
+ 0.53
+ 0.32
- 0.07
+ 0.39
0.00
+ 0.40
0.00
- 0.10

-UT 3- Proposed Conditions Existing Conditions A W.S. I A Shear,
HEC -RAS Sta. Proiect Sta. Profile Q Total W.S. Elev Shear Chan W.S. Elev Shear Chan I Elev Channel
(cfs)
(ft)
(lb /sq ft)
(ft)
(lb /sq ft)
+/- (ft)
+/- )Ib /sq ft)
1207
1005
Bankfull
7.8
599.55
0.24
599.77
0.32
0.22
0.08
2x[Eankfull
15.6
600.6
0.55
600.84
0.41
0.24
+ 0.14
2[Yr
9
600.2
0.27
600.43
0.33
0.23
- 0.06
51Yr
19
601.11
0.66
601.36
0.45
0.25
+ 0.21
10d'r
28
601.73
0.79
601.9
0.51
0.17
+ 0.28
1001ST
68
603.71
0.72
603.83
0.68
0.12
+ 0.04
1163
1049
Bankfull
7.8
599.55
1.21
599.77
0.15
0.22
+ 1.06
2x[Mankfull
15.6
600.6
0.42
600.84
0.19
0.24
+ 0.23
21Yr
9
600.2
1.07
600.43
0.16
0.23
+ 0.91
5rYr
19
601.11
0.35
601.36
0.2
0.25
+ 0.15
IOYr
28
601.73
0.29
601.9
0.23
0.17
+ 0.06
1001'r
68
603.7
0.27
603.83
0.28
0.13
- 0.01
1107
1105
Bankfull
7.8
599.55
0.05
599.77
0.01
0.22
+ 0.04
2x[Eankfull
15.6
600.6
0.06
600.84
0.02
0.24
+ 0.04
2rYr
9
600.2
0.05
600.43
0.01
0.23
+ 0.04
51Yr
19
601.11
0.06
601.36
0.02
0.25
+ 0.04
101Yr
28
601.73
0.07
601.9
0.03
0.17
+ 0.04
1006'r
68
603.7
0.11
603.83
0.04
0.13
+ 0.07
1077
1135
Bankfull
7.8
599.55
0.02
599.76
0.03
0.21
- 0.01
2x[Mankfull
15.6
600.6
0.03
600.84
0.03
0.24
0.00
213'r
9
600.2
0.03
600.43
0.03
0.23
0.00
5rYr
19
601.11
0.04
601.36
0.04
0.25
0.00
101Yr
28
601.73
0.04
601.9
0.04
0.17
0.00
10014'r
68
603.7
0.06
603.83
0.06
0.13
0.00

-UT 4-
Proposed Conditions
Existing Conditions
A W.S.
A Shear,
HEC -RAS Sta. Proiect Sta.
Profile
Q Total
W.S. Elev
Shear Chan
W.S. Elev
Shear Chan
Elev
Channel
(cfs)
(ft)
(lb /sq ft)
(ft)
(lb /sq ft)
+/- (ft)
+/- (Ib /sq ft)
1399 1013
Bankfull
24.2
602.69
0.36
601.91
0.57
+ 0.78
0.21
2x[Eankfull
48.4
603
0.57
602.52
0.73
+ 0.48
0.16
21Yr
27
602.73
0.38
602.06
0.58
+ 0.67
0.20
51Yr
56
603.07
0.63
602.7
0.81
+ 0.37
0.18
10d'r
85
603.36
0.84
603.15
1.1
+ 0.21
0.26
100ffr
204
604.7
1.53
604.71
2.19
- 0.01
0.66
1339 1073
Bankfull
24.2
602.24
0.59
601.59
0.35
+ 0.65
+ 0.24
2x[Mankfull
48.4
602.53
0.65
602.15
0.6
+ 0.38
+ 0.05
21Yr
27
602.29
0.6
601.79
0.38
+ 0.50
+ 0.22
5rYr
56
602.59
0.69
602.42
0.68
+ 0.17
+ 0.01
IOYr
85
602.99
0.88
602.94
0.94
+ 0.05
0.06
1001Yr
204
604.62
1.19
604.66
1.73
- 0.04
0.54
1274 1138
Bankfull
24.2
601.83
0.29
600.97
1.11
+ 0.86
0.82
2x[Eankfull
48.4
602.01
0.6
601.85
1.55
+ 0.16
0.95
2rYr
27
601.79
0.31
601.56
1.26
+ 0.23
0.95
51Yr
56
602.32
0.63
602.32
1.41
0.00
0.78
101Yr
85
602.86
0.6
602.88
1.1
0.02
0.50
1006'r
204
604.59
0.48
604.64
0.58
0.05
0.10
1226 1186
Bankfull
24.2
601.33
1.07
600.78
0.24
+ 0.55
+ 0.83
2xMankfull
48.4
601.83
0.3
601.84
0.14
- 0.01
+ 0.16
2(Yr
27
601.57
1.16
601.56
0.22
+ 0.01
+ 0.94
5d'r
56
602.28
0.26
602.31
0.13
0.03
+ 0.13
101Yr
85
602.84
0.21
602.87
0.13
0.03
+ 0.08
100[Yr
204
604.58
0.18
604.64
0.16
0.06
+ 0.02
1166 1246
Bankfull
24.2
600.91
0.03
600.74
0.05
+ 0.17
0.02
2x[Bankfull
48.4
601.8
0.04
601.83
0.05
0.03
0.01
2d'r
27
601.55
0.03
601.55
0.05
0.00
0.02
51Yr
56
602.26
0.04
602.31
0.05
0.05
0.01
101Yr
85
602.83
0.05
602.87
0.06
0.04
0.01
1006'r
204
604.58
0.08
604.63
0.09
0.05
0.01
1120 1292
Bankfull
24.2
600.8
0.03
600.71
0.07
+ 0.09
0.04
2x[Mankfull
48.4
601.79
0.04
601.82
0.06
0.03
0.02
26'r
27
601.54
0.03
601.55
0.07
0.01
0.04
5rYr
56
602.26
0.04
602.3
0.06
0.04
0.02
101'r
85
602.82
0.05
602.86
0.07
0.04
0.02
1001?'r
204
604.57
0.08
604.63
0.1
0.06
0.02
1067 1345
Bankfull
24.2
600.57
0.04
600.69
0.04
0.12
0.00
2x[Eankfull
48.4
601.77
0.05
601.81
0.06
0.04
0.01
26'r
27
601.54
0.04
601.54
0.05
0.00
0.01
51Yr
56
602.25
0.05
602.3
0.06
0.05
0.01
10d'r
85
602.81
0.06
602.86
0.07
0.05
0.01
100M
204
604.57
0.08
604.63
0.09
0.06
0.01

River Sta
Plan
W.S. Elev
W.S. Elev
Prof
Top
Encro.
Encro.
Project Impact
100 yr.
100 yr.
Delta WS
Wdth Act
Sta LT
Sta RT
100 yr.
w /FW
Revised -Corr Eff
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
WSEs in NGVD 29 Datum
(ft) (ft) (ft) (ft)
27950 Revised 619.67 620.12 0.46 70 1330 1400 0.00
27950 Corrected 619.67 620.12 0.46 70 1330 1400
27950 Duplicate 619.67 620.15 0.48 70 1330 1400
27770 Revised 619.05 619.50 0.45 100 1327 1427 0.00
27770 Corrected 619.05 619.50 0.45 100 1327 1427
27770 Duplicate 619.06 619.54 0.49 100 1327 1427
26840 Revised 617.34 617.88 0.54 200 1530 1730 0.00
26840 Corrected 617.34 617.88 0.54 200 1530 1730
26840 Duplicate 617.45 618.05 0.60 200 1530 1730
26070 Revised 616.85 617.42 0.57 250 1600 1850 0.00
26070 Corrected 616.85 617.42 0.57 250 1600 1850
26070 Duplicate 617.00 617.64 0.64 250 1600 1850
25340 Revised 616.61 617.02 0.40 200 1745 1945 0.00
25340 Corrected 616.61 617.02 0.40 200 1745 1945
25340 Duplicate 616.79 617.28 0.50 200 1745 1945
23335 Revised 615.68 615.69 0.01 180 1610 1790 0.00
23335 Corrected 615.68 615.69 0.01 180 1610 1790
23335 Duplicate 615.93 616.13 0.19 180 1610 1790
23245 Revised 615.61 615.62 165 1635 1800 0.00
23245 Corrected 615.61 615.62 165 1635 1800
23245 Duplicate 615.88 616.02 0.14 120 1635 1755
23201 Revised 614.23 614.24 28 1679 1707 0.00
23201 Corrected 614.23 614.24 28 1679 1707
23201 Duplicate 615.86 614.93 28 1679 1707
23181 Culvert Culvert
23160 Revised 610.55 610.54 28 1679 1707 0.00
23160 Corrected 610.55 610.54 28 1679 1707
23160 Duplicate 610.55 612.42 1.88 28 1679 1707
23110 Revised 606.17 606.82 0.64 174 274 448 -0.17
23110 Corrected 606.34 607.28 0.93 196 165 361
23110 Duplicate 611.51 612.26 0.76 60 1665 1725
229701
Revised
1 605.86
1 606.45
1 0.59
1 203
1 285
1 488
1 -0.20
22970
Corrected
606.06
607.01
0.95
277
198
475
22970
Duplicate
1 611.01
1 611.69
1 0.68
1 120
1 1645
1 1765

Sta
Plan
W.S. Elev
W.S. Elev
Prof
Top
Encro.
Encro.
Project Impact
100 yr.
100 yr.
Delta WS
Wdth Act
Sta LT
Sta RT
100 yr.
w1FW
Revised -Corr Eff
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
22440 Revised
605.58
606.09
0.51
112
178
290
-0.13
22440 Corrected
605.71
606.59
0.88
112
178
290
22440 Duplicate
608.63
609.23
0.60
140
1602
1742
22110 Revised
605.30
605.85
0.55
205
153
358
-0.12
22110 Corrected
605.42
606.38
0.97
205
153
358
21750 Revised
605.09
605.61
0.51
173
270
443
-0.09
21750 Corrected
605.18
606.19
1.01
271
148
419
21750 Duplicate
606.62
607.31
0.69
160
1595
1755
21270 Revised
604.99
605.48
0.49
223
230
453
-0.02
21270 Corrected
605.01
606.02
1.01
198
290
488
21270 Duplicate
605.62
606.02
0.40
150
1210
1360
21250 Revised
604.99
605.48
0.49
237
224
461
-0.01
21250 Corrected
605.00
605.76
0.76
80
409
489
21250 Duplicate
605.60
606.05
0.44
160
1200
1360
21085 Revised
604.96
605.44
0.48
262
313
575
0.00
21085 Corrected
604.96
605.75
0.79
260
210
470
21085 Duplicate
605.49
605.94
0.45
190
1160
1350
21075 Revised
604.96
605.44
0.48
259
316
574
0.00
21075 Corrected
604.96
605.76
0.80
265
210
475
21075 Duplicate
605.49
605.90
0.42
225
1200
1425
21030 Revised
604.95
605.43
0.48
280
253
533
0.00
21030 Corrected
604.95
605.68
0.74
225
135
360
21030 Duplicate
605.44
605.87
0.43
235
1178
1413
20970 Revised
604.93
605.41
0.47
320
207
527
0.00
20970 Corrected
604.93
605.63
0.71
275
65
340
20970 Duplicate
605.39
605.81
0.43
260
1885
2145
20230 Revised
604.48
604.90
0.42
170
2050
2220
0.00
20230 Corrected
604.48
604.90
0.42
170
2050
2220
20230 Duplicate
604.51
604.93
0.42
170
2050
2220
19430 Revised
602.84
603.58
0.74
180
2030
2210
0.00
19430 Corrected
602.84
603.58
0.74
180
2030
2210
19430 Duplicate
602.87
603.60
0.73
180
2030
2210
17790 Revised
600.75
601.42
0.67
150
1265
1415
0.00
17790 Corrected
600.75
601.42
0.67
150
1265
1415
17790 Duplicate
600.80
601.45
0.66
150
1265
1415
16030 Revised
596.35
597.09
0.74
129
1367
1497
0.00
16030 Corrected
596.35
597.09
0.74
129
1367
1497
16030 Duplicate
596.35
597.09
0.74
129
1367
1497

TravisCreek -Bed Shear Report.txt
HEC -RAS Version 4.1.0 Jan 2010
U.S. Army Corps of Engineers
Hydrologic Engineering Center
609 Second Street
Davis, California
X X
XXXXXX
XXXX
XXXX
XX XXXX
X X
X
X X
X X
X X X
X X
X
X
X X
X X X
XXXXXXX
XXXX
X
XXX XXXX
XXXXXX XXXX
X X
X
X
X X
X X X
X X
X
X X
X X
X X X
X X
XXXXXX
XXXX
X X
X X XXXXX
PROJECT DATA
Project Title: Aycock Springs Study - Axiom—Travis Crk
Project File : TravisCreekAycock.prj
Run Date and Time: 2/5/2015 2:15:15 PM
Project in English units
Project Description:
Alamance County, Travis Creek, Aycock Springs Stream and Wetland
Restoration
# ## #(Haw Reedy) # # ##
TRAVIS CREEK
HCFCD Unit X # # # - # # - ##
(Flood
Hazard, Floodway) Model
10, 2, 1, 0.2% Event
Filename:
n: \NC_ flood\ 60273\ Approximates \Eng \Haw- Reedy \Eng \Travis Creek \Travis
Creek.prj
Prepared by: L Arnold Date: March 15, 2004
Reviewed by:
Date:
STATUS (Draft RAS, SVSQ, FINAL)
FPMS BR
FIA STUDY TRAVIS CR ALAMANCE CO, NC BLW
10 YR NATURAL
Page 1

TRAVIS
CR
FPMS BR FIA STUDY
10 YR
NATURAL
TRAVIS CR
FPMS BR FIA STUDY
BLW
TravisCreek -Bed Shear Report.txt
TRAVIS CR ALAMANCE CO, NC BLW
TRAVIS CR ALAMANCE CO, NC
100 YR NATURAL
TRAVIS CR
FPMS BR FIA STUDY TRAVIS CR
ALAMANCE CO, NC BLW
100 YR NATURAL
TRAVIS CR
FPMS BR FIA
STUDY TRAVIS CR ALAMANCE CO, NC BLW
100 YR NATURAL
TRAVIS CR
PLAN DATA
Plan Title: Proposed
Plan File : 1: \ProjectList \1221 - Axiom \14038 - Aycock \Design Files \Project
Models \HEC -RAS Axiom Study \TravisCreekAycock.p05
Geometry Title: Proposed
Geometry File : 1: \ProjectList \1221 - Axiom \14038 - Aycock \Design
Files \Project Models \HEC -RAS Axiom Study \TravisCreekAycock.g02
Flow Title Imported Flow 01
Flow File 1: \ProjectList \1221 - Axiom \14038 - Aycock \Design
Files \Project Models \HEC -RAS Axiom Study \TravisCreekAycock.f01
Plan Summary Information:
Number of: Cross Sections = 67 Multiple Openings = 0
Culverts = 0 Inline Structures = 0
Bridges = 0 Lateral Structures = 0
Computational Information
Water surface calculation tolerance = 0.01
Critical depth calculation tolerance = 0.01
Maximum number of iterations = 20
Maximum difference tolerance = 0.3
Page 2

TravisCreek -Bed Shear Report.txt
Flow tolerance factor = 0.001
Computation Options
Critical depth computed only where necessary
Conveyance Calculation Method: At breaks in n values only
Friction Slope Method: Average Conveyance
Computational Flow Regime: Subcritical Flow
Encroachment Data
Equal Conveyance = True
Left Offset = 0
Right Offset = 0
River =
RIVER -1
Reach =
Reach -1
RS
Profile
Method
Valuel
Value2
14435
2x Bankfull
0
14385
2x Bankfull
0
14365
2x Bankfull
0
14320
2x Bankfull
0
5930
2x Bankfull
0
5770
2x Bankfull
0
961
2x Bankfull
0
935
2x Bankfull
0
850
2x Bankfull
0
River =
RIVER -1
Reach =
Reach -1
RS
Profile
Method
Valuel
Value2
14435
2 Yr
1
1627
1772
14385
2 Yr
1
1660
1725
14365
2 Yr
1
1660
1725
14320
2 Yr
1
1641
1736
5930
2 Yr
1
1990
2155
5770
2 Yr
1
2035
2110
961
2 Yr
1
1878
1998
935
2 Yr
1
1878
1998
850
2 Yr
1
1372
1552
FLOW DATA
Flow Title: Imported Flow 01
Flow File : 1: \ProjectList \1221 - Axiom \14038 - Aycock \Design Files \Project
Models \HEC -RAS Axiom Study \TravisCreekAycock.f01
Flow Data (cfs)
Page 3

TravisCreek -Bed Shear Report.txt
River
Reach
RS
Bankfull
2x Bankfull
2 Yr
5 Yr
10 Yr
100 Yr
Main
Lower
RIVER -1
UT4
1399
24.2
48.4
27
56
85
204
0.00086
RIVER -1
Main Upper
23036
Lower
231
462
370
650
850
1800
Main
Lower
RIVER -1
Main Upper
23026
231
462
370
650
850
1800
RIVER -1
Main 2
22822
241
481
380
650
900
1900
RIVER -1
UT3
1207
7.8
15.6
9
19
28
68
RIVER -1
UT1 -Upper
2311
15.1
30.2
18
35
51
116
RIVER -1
UT2
1672
3.7
7.4
4.3
8.8
13
31
RIVER -1
UT1 -Lower
1264
16.3
32.6
19
36
52
118
RIVER -1
Main 3
22339
245
490
390
650
900
1900
RIVER -1
Main 3
20609
351
702
500
850
1100
2400
RIVER -1
Main Lower
19442
362
724
500
850
1200
2400
Boundary Conditions
River Reach Profile Upstream
Downstream
RIVER -1
Main
Lower
Bankfull
Normal S =
0.00086
RIVER -1
Main
Lower
2x Bankfull
Normal S =
0.00086
RIVER -1
Main
Lower
2 Yr
Normal S =
0.00086
RIVER -1
Main
Lower
5 Yr
Normal S =
0.00086
RIVER -1
Main
Lower
10 Yr
Normal S =
0.00086
RIVER -1
Main
Lower
100 Yr
Page 4

TravisCreek -Bed Shear Report.txt
Normal S = 0.00086
GEOMETRY DATA
Geometry Title: Proposed
Geometry File : 1: \ProjectList \1221 - Axiom \14038 - Aycock \Design Files \Project
Models \HEC -RAS Axiom Study \TravisCreekAycock.g02
Reach Connection Table
River Reach Upstream Boundary Downstream Boundary
RIVER -1
UT4
31
RIVER -1
Main Upper
31
RIVER -1
Main 2
31
32
RIVER -1
UT3
32
RIVER -1
UT1 -Upper
34
RIVER -1
UT2
34
RIVER -1
UT1 -Lower
J4
33
RIVER -1
Main 3
J2
J3
RIVER -1
Main Lower
33
JUNCTION INFORMATION
Name: 31
Description:
Energy computation Method
Length across Junction Tributary
River Reach River Reach Length Angle
RIVER -1 Main Upper to RIVER -1 Main 2 0 0
RIVER -1 UT4 to RIVER -1 Main 2 0 0
Name: 32
Description:
Energy computation Method
Length across Junction Tributary
River Reach River Reach Length Angle
RIVER -1 Main 2 to RIVER -1 Main 3 0 0
RIVER -1 UT3 to RIVER -1 Main 3 0 0
Page 5

TravisCreek -Bed Shear Report.txt
Name: 33
Description:
Energy computation Method
Length across Junction Tributary
River Reach River Reach Length Angle
RIVER -1 Main 3 to RIVER -1 Main Lower 0 0
RIVER -1 UT1 -Lower to RIVER -1 Main Lower 0 0
Name: J4
Description:
Energy computation Method
Length across Junction Tributary
River Reach River Reach Length Angle
RIVER -1 UT1 -Upper to RIVER -1 UT1 -Lower 0 0
RIVER -1 UT2 to RIVER -1 UT1 -Lower 0 0
CROSS SECTION
RIVER: RIVER -1
REACH: UT4 RS: 1399
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 610 8.73
30.72 605.57 31.75
44.74 602.27 55
59.55 601.27 59.75
112.26 613.36 114.3
137.2 615.1 155.74
Manning's n Values
Sta n Val Sta
0 .1 55
Bank Sta: Left Right
55 64
CROSS SECTION
num= 27
Elev Sta
609.16 9.98
605.4 32.75
602.27 56.8
601.37 62.2
613.75 119.34
616
num= 3
n Val Sta
.067 64
Lengths: Left
59
RIVER: RIVER -1
REACH: UT4 RS: 1339
Elev Sta Elev Sta Elev
608.97 11.06 608.78 24.32 606.64
605.12 33.41 605 42.83 602.43
601.37 59.25 601.37 59.45 601.27
601.37 64 602.27 79 602.27
614.01 135.68 615.01 136.74 615.08
n Val
.1
:hannel Right Coeff Contr. Expan.
60 61 .1 .3
Page 6

INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 608.3 9.52
46.22 603.09 54.56
78.32 601.96 79.16
92.26 602.03 95.31
100.07 601.12 102.52
147.91 609.29 150.84
TravisCreek -Bed Shear Report.txt
num=
Elev
606.94
602.86
601.93
602.02
601.12
609.56
29
Sta
10.36
60.57
85.45
97.12
104.32
151.16
Elev Sta
606.79 10.96
602.46 69.3
601.98 87.1
601.12 99.57
602.02 119.32
609.59 180.84
Elev
606.67
601.97
601.95
601.12
602.02
611.98
Sta Elev
26.64 603.66
77.5 601.93
91.05 602
99.87 601.02
138.41 608.35
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .1 95.31 .067 104.32 .1
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
95.31 104.32 65 65 66 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: UT4 RS: 1274
INPUT
Description:
Station Elevation Data num= 39
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 608.98 3.47 608.61 20.52 606.82 33.3 605.98 40.16 605.38
55.06 603.9 61.31 603.4 80.8 602.34 81.2 602.32 81.53 602.3
82 602.28 90.39 601.81 95.7 601.75 97.57 601.74 98.85 601.73
105.8 601.99 107.07 601.99 107.9 602.1 108.92 602.15 110.24 601.89
111.2 601.43 130.27 601.43 132.08 600.53 134.52 600.53 134.83 600.43
135.03 600.53 137.47 600.53 139.28 601.43 150.12 601.43 151.46 601.49
154.18 601.52 157.04 601.55 174.85 601.68 177.84 602.01 183.43 602.69
194.47 603.83 205.74 606.13 212.77 607.29 227.23 609.01
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .1 130.27 .067 139.28 .1
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
130.27 139.28 48 48 49 .1 .3
Ineffective Flow num= 1
Sta L Sta R Elev Permanent
0 109.2 602.1 F
Page 7

TravisCreek -Bed Shear Report.txt
CROSS SECTION
RIVER: RIVER -1
REACH: UT4 RS: 1226
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 608.84 16.14
63.73 603.29 77.39
100.62 601.4 105.17
137.12 600.22 145.92
238.73 604.6 242.85
num=
Elev
607.83
602.26
601.22
601.22
604.96
22
Sta
27.18
82.39
119.61
206.37
Elev Sta Elev Sta Elev
606.91 45.9 605.08 53.58 604.36
602.02 90.4 601.79 96.77 601.59
601.22 134.61 601.22 136.62 600.22
601.22 229.68 603.91 236.07 604.4
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .1 134.61 .067 145.92 .1
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
134.61 145.92 59 60 61 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: UT4 RS: 1166
INPUT
Description:
Station Elevation Data num= 33
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 607.71 6.02 607.38 24.09 606.02 32.34 605.38 33.38 605.32
48.96 603.79 61.8 603.08 72.95 602.16 79.49 601.52 85.83 601.3
93.54 601.07 110.21 600.53 110.55 600.52 120.48 600.52 122.47 599.52
122.98 599.52 131.78 600.52 146.92 600.52 147.62 600.53 148.14 600.56
149.67 600.28 164.7 600.28 165.53 600.3 175.08 600.62 176.41 600.57
180.24 600.26 183.74 600 194.31 600.67 208.22 601.17 220.66 601.77
225.45 602.11 227.48 602.25 252.18 604.29
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .1 120.48 .067 131.78 .1
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
Page 8

TravisCreek -Bed Shear Report.txt
120.48 131.78 46 46 46 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: UT4 RS: 1120
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 608 35.56
110.94 602.6 119.45
157.1 600.08 159.45
186.96 600.38 214.81
251.74 600.68 252.15
302.27 604.67
num=
Elev
606.59
602.1
600.08
600.38
600.69
26
Sta
65.03
132.27
175.67
214.95
259.82
Elev Sta
605.12 69.74
601.39 135.41
600.34 184.46
600.39 225.51
601.31 284.52
Elev
604.89
601.21
599.38
600.69
603.37
Sta Elev
87.13 604
147.12 600.61
184.96 599.38
229.95 600.72
297.87 604.3
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .1 175.67 .067 186.96 .1
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
175.67 186.96 51 53 55 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: UT4 RS: 1067
INPUT
Description:
Station Elevation Data num= 35
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 607 37.74 605.15 58.08 604.1 77.25 603.01 80.5 602.83
89.57 602.71 101.54 601.85 113.04 601.14 115.9 600.19 130.89 600.19
132.89 599.19 133.39 599.19 142.2 600.19 149.23 600.19 149.7 600.36
150.05 600.37 153.39 600.36 155.74 600.33 159.27 600.4 166.42 600.54
169.21 600.51 170.14 600.57 173.59 600.57 188.87 600.55 191.64 600.56
194.07 600.6 197.61 600.69 210.89 601.04 219.76 601.09 221.45 601.15
225.5 601.28 240.3 601.25 246.93 601.27 256.3 601.09 292.65 604.29
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .1 130.89 .067 142.2 .1
Page 9

Bank Sta: Left Right
130.89 142.2
CROSS SECTION
RIVER: RIVER -1
REACH: Main Upper
INPUT
Description:
Station Elevation
Sta Elev
0 617.28
88.36 613.61
144.2 612.08
222.83 608.04
275.56 605.16
392.31 605.21
413.24 601.83
436.2 595.96
464.43 605.35
491.99 603.05
547.43 605.04
551.63 605.7
570.3 607.84
Data
Sta
4
89.81
191.17
223.23
294.51
393.93
417.67
437.4
464.77
510.34
547.78
552.44
572.85
Manning's n Values
Sta n Val Sta
0 .1 398.08
Bank Sta: Left
398.08
Ineffective Flow
Sta L Sta R
0 392.31
465.08 572.85
CROSS SECTION
Right
165.08
num=
Elev
605.21
605.59
RIVER: RIVER -1
REACH: Main Upper
INPUT
Description:
TravisCreek -Bed Shear Report.txt
Lengths: Left Channel Right
54 50 45
RS: 23036
num= 62
Elev Sta
617.3 27.74
613.49 140.27
609.69 197.54
608.03 224.21
604.94 303.27
605.2 396.28
601.4 423.66
596.13 441.8
605.48 465.08
604.1 519.15
605.07 548.74
605.95 556.78
607.91
num= 3
n Val Sta
.067 465.08
Elev Sta
616.12 41.92
612.36 140.99
609.96 202.64
607.96 240.96
604.84 313.65
605.17 398.08
601.4 427.22
596.69 447.13
605.59 487.76
603.69 519.54
605.2 549.44
607.33 562.81
n Val
.1
Lengths: Left Channel Right
10 10 10
2
Permanent
F
F
RS: 23026
Page 10
Coeff Contr. Expan.
.1 .3
Elev Sta
615.41 86.25
612.34 141.86
609.7 221.84
605.9 252.97
604.77 389.29
605.14 401.95
595.24 434.26
597.26 456.3
602.95 489.01
603.7 521.38
605.27 550.66
609.24 564.85
Elev
613.72
612.25
608.17
605.73
605.16
604.66
595.75
601.96
602.98
603.77
605.39
608.69
Coeff Contr. Expan.
.3 .5

Station
Sta
0
88.36
144.2
222.83
275.56
392.31
413.24
436.2
464.43
491.99
547.43
551.63
570.3
levation
Elev
617.28
613.61
612.08
608.04
605.16
605.21
601.83
595.96
605.35
603.05
605.04
605.7
607.84
Data
Sta
4
89.81
191.17
223.23
294.51
393.93
417.67
437.4
464.77
510.34
547.78
552.44
572.85
Manning's n Values
Sta n Val Sta
0 .1 398.08
Bank Sta: Left
398.08
Ineffective Flow
Sta L Sta R
0 392.31
465.08 572.85
CROSS SECTION
RIVER: RIVER -1
REACH: Main 2
INPUT
Description:
Right
165.08
num=
Elev
605.21
605.59
Station Elevation Data
Sta Elev Sta
0 605.01 37.42
70.81 601.76 78.95
94.74 600.77 102
121.52 595.9 128.96
147.08 601.3 155
195.4 601.08 205.86
242.73 600.47 250.6
Manning's n Values
Sta n Val Sta
TravisCreek -Bed
num= 62
Elev Sta
617.3 27.74
613.49 140.27
609.69 197.54
608.03 224.21
604.94 303.27
605.2 396.28
601.4 423.66
596.13 441.8
605.48 465.08
604.1 519.15
605.07 548.74
605.95 556.78
607.91
Shear
Elev
616.12
612.36
609.96
607.96
604.84
605.17
601.4
596.69
605.59
603.69
605.2
607.33
num= 3
n Val Sta n Val
.067 465.08 .1
Report.t
Sta
41.92
140.99
202.64
240.96
313.65
398.08
427.22
447.13
487.76
519.54
549.44
562.81
Lengths: Left Channel Right
213 204 197
2
Permanent
F
F
RS: 22822
num=
Elev
602.77
601.44
600.7
601.04
601.08
601.02
601.3
num=
n Val
33
Sta
38.84
90.05
107.57
132.46
168.18
219.78
299.48
3
Sta
Elev Sta
602.68 58.44
600.78 90.95
595.56 110.03
601.02 137.03
601.1 179.74
600.65 229.77
606.05
n Val
Page 11
xt
Elev Sta Elev
615.41 86.25 613.72
612.34 141.86 612.25
609.7 221.84 608.17
605.9 252.97 605.73
604.77 389.29 605.16
605.14 401.95 604.66
595.24 434.26 595.75
597.26 456.3 601.96
602.95 489.01 602.98
603.7 521.38 603.77
605.27 550.66 605.39
609.24 564.85 608.69
Coeff Contr. Expan.
.3 .5
Elev
601.92
600.74
595.37
601.24
601.09
600.48
Sta Elev
67.91 601.8
91.47 600.7
114.76 595.67
139.77 601.4
187.38 601.08
237.87 600.47

TravisCreek -Bed Shear Report.txt
0 .1 102 .067 128.96 .1
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
102 128.96 96 94 90 .1 .3
Ineffective Flow num= 1
Sta L Sta R Elev Permanent
139.77 299.48 601.4 F
CROSS SECTION
RIVER: RIVER -1
REACH: Main 2
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 605 4.73
54.86 601.79 58.84
102.71 600.41 107.68
121.13 595.36 124.98
182.15 600.21 184.29
221.74 599.93 257.08
RS: 22728
num=
Elev
604.82
601.54
600.45
595.36
600.17
603.66
28
Sta
14.65
63.21
110.92
126.09
190.94
281.39
Elev Sta
604.33 44.09
601.32 70.12
596.33 111.57
595.34 128.98
600.11 208.89
606.02
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .1 107.68 .067 128.98 .1
Elev
602.57
600.97
595.69
601.03
599.85
Sta Elev
45.11 602.5
77.32 600.62
111.94 595.39
156.39 600.67
211.16 599.93
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
107.68 128.98 93 90 88 .1 .3
Ineffective Flow num= 1
Sta L Sta R Elev Permanent
128.98 281.39 601.03 F
CROSS SECTION
RIVER: RIVER -1
REACH: Main 2
RS: 22638
INPUT
Description:
Station Elevation Data num=
Sta Elev Sta Elev
0 603.99 16.69 603.44
65.34 601.61 82.79 600.49
37
Sta Elev Sta Elev Sta Elev
29.24 602.91 38.19 602.58 58.42 602.03
86.79 600.22 113.59 599.5 117.01 599.54
Page 12

117.41 599.55 131.24
145.2 595.29 148.57
156.4 596.16 168.15
186.71 600.16 187.74
227.21 599.66 234.49
299.01 606.01 299.53
Travis
599.75
594.87
600.58
600.17
599.56
606.06
reek -Bed
137.33
150.71
169.88
189.84
241.6
Shear Report.t
600.01 138.68
595.16 155.06
600.54 181.93
600.15 220.34
599.51 247.73
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .1 138.68 .067 168.15 .1
Bank Sta: Left
138.68
Ineffective Flow
Sta L Sta R
0 138.68
168.15 299.53
CROSS SECTION
RIVER: RIVER -1
REACH: Main 2
INPUT
Description:
Right Lengths: Left Channel Right
168.15 91 97 103
num= 2
Elev Permanent
600.15 F
600.58 F
Station Elevation Data
Sta Elev Sta
0 603.38 7.94
47.3 602.36 69.5
131.93 600.49 152.47
163.09 599.69 163.49
183.61 600.33 186.09
208.45 594.91 211.78
226.99 599.77 227.59
241.43 597.96 244.54
283.15 603.17 285.03
RS: 22541
num=
Elev
603.22
601.84
599.86
599.64
600.36
595.2
599.76
596.61
603.49
45
Sta
28.34
71.04
153.94
165.39
193.6
212.24
228.63
250.99
290.34
Elev Sta
602.83 41.53
601.76 100.06
599.8 157.06
599.6 172.89
596.12 202
596.01 213.95
599.67 237.3
599.27 253.3
604.31 313.75
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .1 186.09 .067 213.95 .1
xt
600.15
595.76
600.27
599.69
600.04
143.68 596.3E
155.54 595.83
185.78 600.15
224.66 599.68
261.27 602.03
Coeff Contr. Expan.
.1 .3
Elev
602.45
600.65
599.76
599.59
595.46
599.77
599.1
599.51
608.04
Sta Elev
46.09 602.38
116.32 600.61
162.58 599.68
176.56 599.65
206.26 595.17
226.27 599.75
239.02 598.95
268.51 601.15
325.14 610.03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
186.09 213.95 209 202 197 .1 .3
Ineffective Flow num= 1
Sta L Sta R Elev Permanent
213.95 325.14 599.77 F
Page 13

TravisCreek -Bed Shear Report.txt
CROSS SECTION
RIVER: RIVER -1
REACH: UT3 RS: 1207
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 602.61 29.91
35.34 600.37 35.65
46.69 599.38 50.49
54.48 597.71 55.09
77.59 598.11 82.58
117.32 600.33 119.45
num=
Elev
600.55
600.57
598.11
597.71
599.77
600.38
28
Sta
31.77
40.68
52.24
55.29
92.87
132.04
Elev Sta
600.43 34.29
600.62 45.71
598.11 52.83
597.81 56.74
600.09 107.75
600.56
Elev
599.77
600.08
597.81
597.81
600.2
Sta Elev
34.48 600.08
46.56 599.41
54.28 597.81
57.34 598.11
112.73 600.24
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .1 52.24 .067 57.34 .1
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
52.24 57.34 44 44 44 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: UT3 RS: 1163
INPUT
Description:
Station Elevation Data num= 24
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 604.17 20.41 602.71 41.31 600.72 46.31 600.29 50.7 599.93
51.34 599.84 54 599.5 59.65 597.62 74.65 597.62 75.25 597.32
76.7 597.32 76.9 597.22 77.5 597.22 77.7 597.32 79.15 597.32
79.75 597.62 94.75 597.62 100.02 599.44 101.73 599.53 116.21 599.73
120.55 599.74 133.45 600.22 134.39 600.23 134.94 600.22
Manning's n Values
Sta n Val Sta
0 .1 74.65
Bank Sta: Left Right
74.65 79.75
num= 3
n Val Sta n Val
.067 79.75 .1
Lengths: Left Channel Right
56 56 54
Page 14
Coeff Contr. Expan.
.1 .3

TravisCreek -Bed Shear Report.txt
CROSS SECTION
RIVER: RIVER -1
REACH: UT3 RS: 1107
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 605.02 38.62
56.43 599.19 63.95
81.09 597.15 81.95
96.59 596.65 97.19
114.44 597.05 117.14
149.73 598.85 155.97
184.7 599.28 188.13
193.54 599.35 194.12
num=
Elev
599.91
598.18
597.05
596.65
597.95
598.91
599.29
599.36
38
Sta
43.62
71.4
94.35
97.39
132.16
162.88
191.28
211.08
Elev Sta
600 48.63
597.37 72.3
597.05 94.94
596.75 98.85
598.91 138.42
599.06 176.57
599.31 192.89
599.92
Elev
599.83
597.36
596.75
596.75
598.9
599.19
599.34
Sta Elev
54.34 599.41
78.9 597.2
96.39 596.75
99.44 597.05
146.07 598.8E
183.99 599.2E
193.23 599.35
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .1 94.35 .067 99.44 .1
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
94.35 99.44 29 30 32 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: UT3 RS: 1077
INPUT
Description:
Station Elevation Data num= 40
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 604.96 35.88 599.54 36.76 599.62 38.61 599.73 41.76 599.93
46.76 599.72 49.84 599.6 51.18 599.55 52.54 599.49 53.1 599.44
54.51 599.22 60.79 598.08 66.9 597.6 80.07 597.09 80.74 597.15
84.87 597.35 86.44 596.83 101.44 596.83 102.04 596.53 103.49 596.53
103.69 596.43 104.29 596.43 104.49 596.53 105.94 596.53 106.55 596.83
121.24 596.83 129.88 599.71 138.38 599.79 150.34 599.77 152.54 599.75
154.59 599.7 163.76 599.72 167.83 599.62 168.65 599.61 172.92 599.48
184.21 599.44 186.64 599.62 189.31 599.63 197.98 599.66 199.04 599.66
Manning's n Values num= 3
Page 15

TravisCreek -Bed Shear Report.txt
Sta n Val Sta n Val Sta n Val
0 .1 101.44 .067 106.55 .1
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
101.44 106.55 63 58 52 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: UT1 -Upper RS: 2311
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 634.19 5.41
45.83 628.65 48.77
53.56 628.37 68.48
111.28 630.24 123.79
171.26 624.04 190.89
234.71 615.16 249.7
253.7 614.36 253.9
279.82 617.73 287.86
307.81 618.9 331.28
380.27 625.01 394.25
406.94 627.33 413.17
num=
Elev
634.27
628.54
629.51
629.48
621.83
615.16
614.46
618.28
620.48
626.72
627.63
55
Sta
11.05
50.16
82.84
145.25
196.49
251.1
255.7
288.25
338.95
394.84
420.69
Elev Sta
634.16 19.4
628.49 52.36
629.72 89.56
627.01 148.95
621.1 217.06
614.46 252.9
614.46 257.1
618.3 292.85
621.32 346.78
626.75 397.35
627.99 432.64
Elev
633.36
628.42
629.87
626.76
619.11
614.46
615.16
618.44
621.81
626.87
628.56
Sta Elev
33.07 631.53
52.82 628.4
108.05 630.48
167.91 624.42
224.1 618.7
253.1 614.36
272.1 615.16
305.25 618.81
361.46 623.06
401.59 627.08
435.26 628.69
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .085 249.7 .067 257.1 .085
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
249.7 257.1 59 60 57 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: UT1 -Upper RS: 2251
INPUT
Description:
Station Elevation
Data
num=
70
Sta Elev
Sta
Elev
Sta Elev Sta Elev Sta Elev
0 633.98
10.41
633.58
16.18 632.75 23.76 632 42.57 630.69
45.23 630.57
45.66
630.53
47.19 630.45 58.37 627.73 62.53 626.46
Page 16

67.63 626.2 69.61
79.52 625.57 79.83
114.72 625.79 132.24
174.57 620.59 183.38
224.44 616.08 234.69
247.63 613.99 250.17
274.57 613.99 283.29
318.68 618.44 327.14
358.24 621.73 377.9
392.04 623.49 392.72
397 623.72 398.34
407.68 624.22 410.87
Manning's n Values
Sta n Val Sta
0 .085 250.17
Bank Sta: Left Right
250.17 259.58
CROSS SECTION
RIVER: RIVER -1
REACH: UT1 -Upper
INPUT
Description:
Station Elevation
Sta Elev
0 623.64
18.69 622.75
78.65 617.43
151.61 612.03
169.53 612.45
203.79 615.25
241.84 618.51
316.5 621.87
Data
Sta
9.91
37.46
92.3
153.8
175.65
211.18
257.12
325.69
Manning's n Values
Sta n Val Sta
0 .085 151.61
Bank Sta: Left Right
151.61 161.01
CROSS SECTION
TravisCreek -Bed
626.09 70.48
625.56 80.32
624.21 137.66
619.45 195.12
615.55 246.14
613.99 256.38
616.89 291.48
618.84 329.19
623.18 386.39
623.52 393.58
623.78 399.62
624.37 421.36
Shear
626.05
625.53
623.49
617.84
614.41
612.89
617.35
619.04
623.3
623.56
623.84
624.86
num= 3
n Val Sta n Val
.067 259.58 .085
Report.t
77.05
105.91
153.93
211.04
246.61
257.37
295.09
337.31
390.6
394.62
401.63
459.82
Lengths: Left Channel Right
73 74 76
RS: 2177
num= 39
Elev Sta
623.17 12.72
621.64 48.67
616.25 115.84
610.93 154.81
613.02 185.33
616.04 216.26
619.13 262.9
622.17 355.5
Elev
623.03
620.49
613.96
610.93
613.73
616.64
619.36
622.57
Sta
14.32
57.28
134.2
161.01
197.46
220.88
276.98
377.09
xt
625.7 78.02 625.65
626.25 106.8 626.16
622.06 163.12 621.48
616.66 213.51 616.67
614.36 247.08 614.18
612.89 259.58 613.99
617.55 315.73 618.33
619.84 356.48 621.59
623.42 391.46 623.46
623.61 396.19 623.68
623.94 404.88 624.09
626.67 479.96 627.62
Coeff Contr. Expan.
.1 .3
Elev Sta Elev
622.96 18.34 622.77
619.17 68.35 618.29
612.83 136.61 612.03
612.03 168.4 612.03
614.72 200.36 615.07
617.02 236.65 618.37
620.27 282.82 620.72
623.14
num= 3
n Val Sta n Val
.067 161.01 .085
Lengths: Left Channel Right Coeff Contr. Expan.
74 73 73 .1 .3
Page 17

TravisCreek -Bed Shear Report.txt
RIVER: RIVER -1
REACH: UT1 -Upper RS: 2104
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 621.98 3.97
13.98 621.83 15.68
44.97 616.57 59.42
87.48 612.12 97.18
118.56 608.99 119.56
166.73 610.4 173.29
209.52 614.97 211.8
253.12 618.93 254.02
num=
Elev
622.05
621.7
614.76
611.06
608.99
610.77
615.33
618.99
39
Sta
4.49
25.33
65
99.05
121.76
175
212.48
256.41
Elev Sta
622.07 9.15
619.85 35.85
614.25 75.61
610.73 100.6
610.09 159.41
610.89 189.95
615.4 213.01
619.07 294.75
Elev
622.21
617.8
613.12
610.09
610.09
612.31
615.43
620.43
Sta Elev
11.56 622.02
40.82 616.95
77.89 612.88
112.36 610.09
162.97 610.25
194.62 612.84
241.26 618.16
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .085 112.36 .067 121.76 .085
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
112.36 121.76 53 52 50 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: UT1 -Upper RS: 2052
INPUT
Description:
Station Elevation Data num= 39
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 620 8.39 619.65 12.94 620.02 15.33 620.11 15.97 620
28.62 617.87 33.3 617.18 38.62 616.25 55.65 613.06 60.51 612.57
77.18 610.77 79.26 610.31 86.21 609.08 87.68 608.46 120.14 608.46
121.53 607.76 123.34 607.76 123.54 607.66 124.14 607.66 124.34 607.76
126.14 607.76 127.52 608.45 130.63 608.54 133.99 608.59 138.48 608.68
153.65 609.07 157.51 609.21 159.98 609.37 176.51 610.52 180.79 610.81
181.61 610.89 204.87 613.49 209.88 614.2 220.4 615.61 246.87 617.84
249 618 257.44 618.57 275.75 619.22 295.58 619.99
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .085 120.14 .067 127.52 .085
Page 18

TravisCreek -Bed Shear Report.txt
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
120.14 127.52 72 71 71 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: UT1 -Upper RS: 1981
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 617.48 1.8
37.62 614.36 42.72
66.5 607.96 66.99
116.45 606.25 122.66
155.07 608.66 166.63
216.17 614.24 216.98
num=
Elev
617.55
613.5
607.88
607.46
609.74
614.32
28
Sta
5.35
43.41
69.81
126.75
168.42
229.44
Elev Sta
617.5 16.63
613.36 58.9
607.35 113.25
607.54 134.65
609.85 184.77
615.27
Elev
616.88
609.74
607.35
607.82
611.01
Sta Elev
28.71 616.01
65.75 608.14
115.46 606.25
148.08 608.29
215.5 614.18
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .085 113.25 .067 122.66 .085
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
113.25 122.66 56 57 57 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: UT1 -Upper RS: 1924
INPUT
Description:
Station Elevation Data num= 24
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 616.14 4.14 615.87 8.43 615.6 14.59 615.21 19.16 614.82
24.87 613.97 40.82 611.35 44.95 610.58 55.56 608.82 63.49 607.5
71.5 605.74 108.78 605.74 110.98 604.64 111.99 604.64 118.18 605.55
124.33 605.74 125.31 605.77 146.44 606.45 147.45 606.49 151.16 606.65
170.12 607.7 178.33 608.28 196.8 609.94 213.21 611.46
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .085 108.78 .067 118.18 .085
Page 19

TravisCreek -Bed Shear Report.txt
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
108.78 118.18 58 57 58 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: UT1 -Upper RS: 1867
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 613.79 11.98
44.83 606.47 51.03
88.59 603.14 88.79
92.79 603.84 119.89
142.18 605.35 143.09
200.22 609.63 205.17
num=
Elev
613.16
604.95
603.04
603.84
605.42
610.02
27
Sta
28.72
56.86
89.4
127.58
153.12
Elev Sta
610.33 33.98
603.84 85.4
603.04 89.6
604.07 129.53
605.9 175.49
Elev
609.17
603.84
603.14
604.1
607.91
Sta Elev
41.55 607.28
86.8 603.14
91.39 603.14
139.05 605.11
176.62 608.01
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .085 85.4 .067 92.79 .085
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
85.4 92.79 61 61 61 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: UT1 -Upper RS: 1806
INPUT
Description:
Station Elevation Data num= 41
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 613.23 .49 613.22 1.43 613.21 8.21 613.1 13.11 613.41
13.92 613.42 15.67 613.33 16.39 613.3 21.97 613.13 29.88 612.79
31.97 612.64 50.01 609.49 52.31 609.08 61.15 607.6 64.29 607.21
74.82 606.23 76.19 606.07 78.83 605.84 80.02 605.81 82.54 605.46
92.61 604.15 97.76 602.43 110.76 602.43 125.75 602.43 127.96 601.33
128.95 601.33 135.16 602.14 137.57 602.09 145.05 602.03 149.54 602.12
155.13 602.36 156.21 602.43 161.25 602.76 174.3 603.46 178.95 603.74
191.7 604.81 206.82 605.63 237.19 607.85 245.79 608.79 249.99 609.27
264.53 611.24
Page 20

TravisCreek -Bed Shear Report.txt
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .085 125.75 .067 135.16 .085
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
125.75 135.16 40 39 38 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: UT1 -Upper RS: 1767
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 608.97 8.52
96.58 605.53 101.51
133.82 603.7 135.89
179.48 601.89 179.9
189.41 601.27 202.78
206.78 600.47 206.98
214.92 601.35 217
242.79 601.67 249.53
295.71 605.51 298.05
336.18 608.94 341.88
num=
Elev
608.72
605.19
603.6
601.86
601.27
600.57
601.41
602.02
605.89
609.16
48
Sta
69.59
121.51
154.89
180.5
204.18
208.78
219.51
266.66
299.2
344.28
Elev Sta
607.89 70.05
604.29 132.46
602.84 168.07
601.81 181.96
600.57 205.97
600.57 210.18
601.37 225.8
602.57 271.93
606.07 316.34
609.31
Elev
607.89
603.74
602.38
601.79
600.57
601.27
601.48
603.46
607.26
Sta Elev
84.62 606.88
133.36 603.71
178.29 601.97
188.92 601.57
206.18 600.47
214.28 601.27
238.02 601.69
287.92 604.89
325.66 608.44
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .085 202.78 .067 210.18 .085
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
202.78 210.18 43 43 44 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: UT1 -Upper RS: 1724
INPUT
Description:
Station Elevation Data num= 59
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 609 5.53 608.74 7.7 608.65 11.64 608.32 31.44 607.13
Page 21

36.61 606.77 46.21
80.65 605.11 81.5
85.84 605.15 87.82
124.95 603.13 132.84
171 600.96 178.5
196.22 600.5 201.09
208.54 600.18 210.73
225.58 600.35 227.19
249.68 600.37 251.7
287.71 603.14 293.59
315.4 606.35 341.92
Manning's n Values
Sta n Val Sta
0 .085 208.54
Bank Sta: Left Right
208.54 217.94
Ineffective Flow num=
Sta L Sta R Elev
235.04 370.9 600.83
CROSS SECTION
RIVER: RIVER -1
REACH: UT1 -Upper
INPUT
Description:
Station Elevation
Sta Elev
0 606
47.3 603.47
63.43 603.83
73.49 602.97
109.84 601.04
152.73 598.95
180.06 598.09
247.14 602.34
271 604.78
Data
Sta
13.44
57.49
65.91
83.3
133.2
154.25
181.05
249.02
277.78
Manning's n Values
Sta n Val Sta
0 .085 170.22
Bank Sta: Left Right
TravisCreek -Bed
606.03 51.13
605.27 82.47
605 91.59
602.68 139.87
600.74 178.86
600.51 203.32
599.08 211.73
600.6 235.04
600.39 270.17
604.07 301.07
607.15 365.88
Shear
605.66
605.45
604.87
602.57
600.73
600.45
599.08
600.83
600.92
604.89
608.47
num= 3
n Val Sta n Val
.067 217.94 .085
Lengths
1
Permanent
F
RS: 1648
Report.t
58.47
84.54
110.24
152.43
192.13
205.9
217.94
235.38
273.08
309.02
370.9
xt
605.25 74.09 604.65
605.27 84.85 605.24
603.8 116.52 603.48
602.23 157.05 602.09
600.51 193.66 600.47
600.27 206.59 600.18
600.18 224.84 600.18
600.84 237.74 600.77
600.98 275.59 601.38
605.81 311.77 606.23
608.69
Left Channel Right Coeff Contr. Expan.
76 76 77 .1 .3
num= 45
Elev Sta
605.32 23.33
604.16 57.93
603.62 66.64
602.28 103.38
599.48 133.55
598.95 170.22
598.09 183.26
602.58 256.12
605.08 281.92
Elev
604.71
604.29
603.56
601.51
599.47
598.91
599.19
603.64
605.26
Sta
26.42
62.02
66.95
104.1
134.83
171.29
218.08
261.5
282.27
Elev Sta Elev
604.52 31.02 604.29
603.95 62.73 603.89
603.54 68.59 603.4
601.47 105.18 601.39
599.44 141.91 599.25
598.89 173.85 598.86
599.19 227.05 599.48
604.38 269.27 604.71
605.28 312.27 605.95
num= 3
n Val Sta n Val
.067 183.26 .085
Lengths: Left Channel Right Coeff Contr. Expan.
Page 22

TravisCreek -Bed Shear Report.txt
170.22 183.26 45 46 46 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: UT1 -Upper RS: 1602
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 604.03 3.31
58.55 601.97 68.52
86.01 601.79 86.8
89.85 601.44 96.08
113.7 599.74 114.57
153.1 598.29 163.11
176.8 598.25 183
209.08 598.55 211.15
237.94 602.36 249.88
255.99 603.23 256.65
num=
Elev
603.91
602.41
601.72
600.83
599.68
598.13
597.45
598.86
602.88
603.23
49
Sta
26.92
74.16
87.65
97.8
120.46
165.56
184
218.93
250.82
277.55
Elev Sta
603.19 30.93
602.88 79.79
601.64 88.56
600.71 100.13
599.43 133.03
598.11 168.41
597.45 186.2
600.12 225.44
602.94 255.13
603.35 290.49
Elev
603.07
602.36
601.56
600.56
598.91
598.17
598.55
601.03
603.2
603.52
Sta Elev
31.63 603.04
82.88 602.08
89.31 601.49
111.61 599.86
137.54 598.7
174.53 598.25
201.2 598.55
227.32 601.24
255.6 603.23
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .085 176.8 .067 186.2 .085
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
176.8 186.2 66 65 65 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: UT1 -Upper RS: 1537
INPUT
Description:
Station Elevation Data num= 39
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 605 1.77 604.89 9.93 604.1 16.37 603.66 31.24 602.36
35.15 602.15 41.77 601.79 42.38 601.76 43 601.79 44.05 601.76
47.38 601.45 63.47 600.08 72.65 599.3 83.46 598.08 87.27 597.82
91.77 597.75 106.24 597.41 108.51 597.42 111.42 597.41 113.23 597.38
127.9 597.38 129.3 596.68 131.1 596.68 131.3 596.58 131.9 596.58
132.1 596.68 133.9 596.68 135.29 597.38 159.75 597.38 164.27 597.79
172.72 598.86 175.36 598.96 177.13 598.93 187.09 599.74 190.26 600.14
Page 23

200.75 601.11 210.45
Manning's n Values
Sta n Val Sta
0 .085 127.9
Bank Sta: Left Right
127.9 135.29
CROSS SECTION
TravisCreek -Bed Shear Report.txt
601.9
num=
n Val
.067
Length
223.05
3
Sta
135.29
s: Left
50
RIVER: RIVER -1
REACH: UT1 -Upper RS: 1487
INPUT
Description:
602.67 228.77 602.97
n Val
.085
:hannel Right Coeff Contr. Expan.
50 50 .1 .3
Station Elevation Data num= 34
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 604.73 2.97 604.47 7.02 603.74 8.64 603.6 25.91 602.05
26.41 602 30.4 601.76 35.77 602.03 37.59 602.13 39.7 602.17
47.29 601.82 55.92 601.14 60.52 600.6 66.03 600.02 76.01 599.01
80.04 598.82 83.27 598.78 100.05 597.17 103.46 597.15 106.86 597.11
111.04 596.93 130.27 596.93 136.48 595.83 137.48 595.83 139.68 596.93
154.68 596.93 155.74 596.57 159.54 596.57 167.08 596.47 167.73 596.45
177.84 596.26 205.96 597.28 206.71 597.32 207.95 597.42
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .085 130.27 .067 139.68 .085
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
130.27 139.68 224 223 223 .1 .3
Ineffective Flow num= 1
Sta L Sta R Elev Permanent
154.68 207.95 596.93 F
CROSS SECTION
RIVER: RIVER -1
REACH: UT2 RS: 1672
INPUT
Description:
Station Elevation Data num= 31
Sta Elev Sta Elev Sta Elev
Page 24
Sta Elev Sta Elev

0 616.58 12.95
50.6 612.8 65.6
69.61 612 69.8
90.47 613.62 90.83
114.09 615.42 115.75
155.41 618.3 163.6
178.9 620
Manning's n Values
Sta n Val Sta
0 .085 65.6
Bank Sta: Left Right
65.6 73
CROSS SECTION
TravisCreek -Bed Shear Report.txt
615.72
612.8
612.1
613.66
615.46
618.65
num=
n Val
.067
Lengths:
RIVER: RIVER -1
REACH: UT2 RS: 1609
INPUT
Description:
20.77
67.01
71.61
102.3
127.3
166.7
3
Sta
73
Left
63
615.4 43.42
612.1 68.81
612.1 73
614.9 111.76
616.14 134.06
619.02 169.77
n Val
.085
:hannel Right
63 64
614.69 45.17 614.61
612.1 69 612
612.8 88 612.8
615.33 112.93 615.39
616.71 150.28 618.07
619.12 174.92 619.52
Coeff Contr. Expan.
.1 .3
Station Elevation Data num= 32
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 614.35 4.85 614.37 9.99 614.26 21.02 613.86 40.37 613.12
46 612.93 65.92 612.09 66.55 612.07 67.05 612.05 67.91 612.03
72.36 611.83 73.87 611.2 88.47 611.2 89.87 610.5 91.66 610.5
91.87 610.4 92.47 610.4 92.67 610.5 94.47 610.5 95.87 611.2
110.87 611.2 113.48 612.07 122.8 612.44 123.65 612.49 138 613.64
150.86 614.13 173.6 615.37 179.05 615.85 185.54 616.69 185.89 616.74
186.45 616.8 203.96 618
Manning's n Values
Sta n Val Sta
0 .085 88.47
Bank Sta: Left Right
88.47 95.87
CROSS SECTION
num=
3
n Val
Sta n Val
.067
95.87 .085
Lengths:
Left Channel Right
52 52 52
RIVER: RIVER -1
REACH: UT2 RS: 1557
INPUT
Page 25
Coeff Contr. Expan.
.1 .3

Description:
Station Elevation Data
Sta Elev Sta
0 612.67 5.31
51.18 610.4 54.17
84.78 609.07 84.98
88.98 609.77 95.46
117.74 610.7 130.16
173.68 614.69 182.69
TravisCreek -Bed Shear Report.txt
num=
Elev
612.47
610.19
608.97
609.77
612.19
615.21
30
Sta
17.02
60.23
85.58
105.05
137.28
185.94
Elev Sta
612.12 36.1
609.77 81.58
608.97 85.78
610.13 114.43
612.49 149.34
615.5 189.07
Elev
611.22
609.77
609.07
610.48
613.21
615.77
Sta Elev
41.9 610.92
82.98 609.07
87.58 609.07
115.26 610.49
157.94 613.57
195.13 616.05
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .085 81.58 .067 88.98 .085
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
81.58 88.98 59 60 60 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: UT2 RS: 1497
INPUT
Description:
Station Elevation Data num= 35
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 609.76 11.08 609.52 14.48 609.44 15.44 609.41 32.64 608.64
34.15 608.59 48.85 608.11 49.39 608.09 53.99 607.93 58.17 607.8
65.27 607.8 66.67 607.1 68.47 607.1 68.67 607 69.26 607
69.47 607.1 71.26 607.1 72.67 607.8 91.69 607.8 97.45 608.27
97.87 608.31 98.27 608.33 109.97 608.83 126.19 609.72 127.91 609.86
128.41 609.86 129.49 609.94 157.79 611.95 167.66 612.73 179.39 613.56
192.7 614.28 194.57 614.42 197.17 614.61 201.67 614.94 202.38 614.99
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .085 65.27 .067 72.67 .085
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
65.27 72.67 34 32 30 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: UT2
RS: 1465
Page 26

INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 608.21 2.06
46.33 606.82 51.28
81.08 606.67 93.91
111.94 607.61 120.37
160.72 608.78 169.61
178.57 609.47 187.26
207.99 611.59 214.14
244.84 614.62 250.19
TravisCreek -Bed Shear Report.txt
num=
Elev
608.23
606.67
606.67
608.04
608.97
610.04
611.91
615.14
40
Sta
12.09
71.68
97.75
128.61
171.87
192.25
229.95
250.51
Elev Sta
607.94 37.52
606.67 73.89
607.03 104.25
608.41 143.73
609.1 174.42
610.4 193.46
613.08 231.22
615.18 252.13
Elev
607.7
605.57
607.37
608.54
609.24
610.51
613.18
615.28
Sta Elev
44.68 606.97
74.88 605.57
111.17 607.57
158.53 608.71
175.3 609.29
196.77 610.82
232.15 613.3
253.36 615.34
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .085 71.68 .067 81.08 .085
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
71.68 81.08 47 48 50 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: UT2 RS: 1417
INPUT
Description:
Station Elevation Data num= 47
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 607.59 4.68 607.55 31.56 606.72 38.29 606.58 39.98 606.42
52.39 605.9 56.7 605.72 62.91 605.37 63.08 605.36 86.89 605.36
89.09 604.26 90.09 604.26 96.29 605.08 96.81 605.15 100.92 605.26
102.4 605.28 103.84 605.36 110.38 605.74 112.35 605.89 117.49 605.98
120.26 606.01 122.81 605.87 131.05 605.95 134.56 605.65 152.7 605.78
158.63 605.77 162.91 605.75 164.2 605.77 165.8 605.78 169.86 605.82
170.26 605.84 173.64 605.96 181.49 606.27 190.36 606.6 191.16 606.63
191.57 606.64 194.55 606.79 203.03 607.23 203.93 607.27 224.66 607.88
225.45 607.9 241.81 608.73 242.15 608.75 260.48 609.53 269.65 610.18
272.96 610.4 279.44 611
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .085 86.89 .067 96.81 .085
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
Page 27

TravisCreek -Bed Shear Report.txt
86.89 96.81 42 41 40 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: UT2 RS: 1376
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 606.07 16.71
60.57 604.48 68.91
93.74 603.19 93.94
97.94 603.89 112.94
129.28 605 150.93
177.68 603.71 180.19
204.72 610.06
num=
Elev
606
604.06
603.09
603.89
605.09
604.17
31
Sta
40.84
72.64
94.54
115.77
160.19
184.71
Elev Sta
605.39 49.53
603.89 90.54
603.09 94.75
604.83 119.83
604.15 167.82
604.35 194.83
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .085 90.54 .067 97.94 .085
Elev
605
603.89
603.19
604.9
604.48
609.48
Sta Elev
55.84 604.75
91.94 603.19
96.54 603.19
124.89 604.97
174.36 604
198.39 610.06
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
90.54 97.94 43 43 43 .1 .3
Ineffective Flow num= 1
Sta L Sta R Elev Permanent
150.93 204.72 605.09 F
CROSS SECTION
RIVER: RIVER -1
REACH: UT2
INPUT
Description:
RS: 1333
Station Elevation Data num= 57
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 605.07 19.73 604.85 35.85 604.16 42.4 604.02 49.66 603.87
59.82 603.73 62.74 603.61 63.71 603.59 66.77 603.45 70.98 603.07
72.45 602.95 73.88 602.86 76.14 602.11 91.14 602.11 92.54 601.41
94.33 601.41 94.53 601.31 95.14 601.31 95.34 601.41 97.14 601.41
98.54 602.11 113.54 602.11 115.3 602.7 124.41 603.04 125.48 603.06
125.8 603.07 126.34 603.07 140.93 603.3 148.38 603.42 152.15 603.41
164.38 603.49 165.96 603.35 167.24 603.23 168.97 603.08 172.22 602.78
Page 28

176.32 603.13 178.13
232.84 602.9 251.92
278.55 603.74 284.73
301.77 604.83 315.93
342.26 606.84 348.34
Travis
603.63
602.92
604.07
605.65
609
reek -Bed
190.06
257.32
290.38
322.22
Shear Report.txt
603.46 201.9 603.44 208.11 603.41
602.92 260.65 603.04 272.09 603.41
604.32 292.52 604.41 293.48 604.49
605.85 337.81 606.59 340.91 606.74
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .085 91.14 .067 98.54 .085
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
91.14 98.54 48 48 49 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: UT2 RS: 1285
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 603.52 5.01
26.35 603.13 39.02
55.49 602.2 74.26
96.73 599.83 98.52
101.32 599.83 102.73
140.78 601.56 147.05
154.47 601.71 164.37
184.14 601.78 194.65
247.37 602.61 258.84
292.97 603.95 300.87
338.21 606.08 345.71
379.69 612
num=
Elev
603.47
602.86
601.41
599.83
600.53
601.7
601.73
602.08
602.89
604.28
606.85
56
Sta
8.35
46.41
78.34
98.72
110.79
150.8
176.17
199.6
264.2
309.87
356.04
Elev Sta
603.56 12.91
602.6 47.47
601.19 80.33
599.73 99.32
600.53 126.27
601.72 152.48
601.73 180.55
602.25 207.96
603.02 266.18
605.13 313.32
607.63 361.88
Elev
603.44
602.57
600.53
599.73
601.17
601.71
601.73
602.35
603.07
605.27
608.72
Sta Elev
18.49 603.35
53.45 602.25
95.33 600.53
99.52 599.83
127.34 601.23
153.18 601.71
182.01 601.75
220.57 602.52
279.05 603.45
320.53 605.51
371.26 611.5
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .085 95.33 .067 102.73 .085
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
95.33 102.73 54 54 53 .1 .3
CROSS SECTION
RIVER: RIVER -1
Page 29

TravisCreek -Bed Shear Report.txt
REACH: UT2 RS: 1231
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 599 19.69
46.27 598.94 51.06
86.38 598.85 98.77
113.26 599.89 120.42
154.37 600.51 155.86
193.7 601.58 197.05
254.25 603 264.63
297.89 604.35 307.02
348.6 607.8 360.45
num=
Elev
599.05
598.85
598.85
600.09
600.53
601.67
603.25
605.12
610
42
Sta Elev
31.44 598.88
76.99 598.85
102.06 599.07
130.27 600.21
172.15 601.02
214.55 602.1
269 603.39
313.42 605.47
Sta
44.25
79.18
104.73
139.83
172.95
227.11
285.88
330.61
Elev
598.92
597.75
599.27
600.34
601.04
602.24
603.95
606.02
Sta Elev
45.82 598.95
80.19 597.75
108.54 599.55
148.25 600.47
190.44 601.54
240.29 602.4
294.8 604.25
345.85 607.6
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .085 76.99 .067 86.38 .085
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
76.99 86.38 55 56 56 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: UT2 RS: 1175
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 596.23 .6
43.06 595.41 43.88
85.11 595.97 89.31
110.04 595.8 116.25
147.34 597.71 150.45
174.37 598.89 175.08
188.1 599.42 189.48
224.39 600.07 232.1
num=
Elev
596.22
595.4
596.06
596.9
597.86
598.92
599.47
600.26
39
Sta
20.05
44.65
91.85
129.91
158.87
177.78
200.32
239.47
Elev Sta
595.44 22.5
595.42 56.32
596.9 106.84
596.9 135.35
598.29 169.12
599.05 179.87
599.57 203.02
600.47 271.98
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .085 106.84 .067 116.25 .085
Elev
595.45
595.71
596.9
597.27
598.74
599.15
599.63
606.63
Sta Elev
38.69 595.4
72.61 595.8
109.04 595.8
142.6 597.59
173.51 598.85
183.85 599.28
214.35 599.79
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
Page 30

TravisCreek -Bed Shear Report.txt
106.84 116.25 165 170 174 .1 .3
Ineffective Flow num= 1
Sta L Sta R Elev Permanent
0 91.85 596.9 F
CROSS SECTION
RIVER: RIVER -1
REACH: UT1 -Lower RS: 1264
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 604.93 9.6
13.94 603.7 14.74
39.56 601.16 49
77.18 595.72 80.26
101.03 593.93 102.48
114.78 593.57 116.71
139.02 593.63 151.22
170.74 593.23 172.12
187.77 592.95 189.16
191.96 592.25 193.77
212.64 593.22 219.12
247.74 593.63 251.17
275.82 594.96 282.91
295.14 595.62 299.21
326.89 596.2 327.81
364.7 597.75 373.28
446.67 601
Manning's n Values
Sta n Val Sta
0 .085 187.77
Bank Sta: Left Right
187.77 195.17
CROSS SECTION
RIVER: RIVER -1
REACH: UT1 -Lower
INPUT
num=
Elev
604.12
603.62
599.7
595.3
593.88
593.44
593.73
593.16
592.25
592.25
593.23
593.68
595.28
595.52
596.25
598.14
81
Sta
11.6
15.27
53.47
88.79
103.89
125.85
158.09
175.1
190.97
195.17
234.43
255.1
283.66
304.16
344.72
375.7
Elev Sta
603.93 12.39
603.57 27.15
599.15 60.8
594.77 91.88
593.89 111.8
593.25 130.18
593.54 161.85
593.03 178.72
592.25 191.16
592.95 210.17
593.45 242.82
593.94 266.13
595.3 287.47
595.41 304.77
596.97 350.42
598.22 405.56
num= 3
n Val Sta n Val
.067 195.17 .085
Lengths: Left Channel Right
64 70 75
RS: 1194
Page 31
Elev
603.85
602.92
598.14
594.59
593.65
593.24
593.46
593.06
592.15
592.95
593.57
594.52
595.4
595.39
597.18
599.64
Sta Elev
13.33 603.76
32.32 602.27
71.95 596.52
93.34 594.45
113.54 593.58
133.1 593.6
164.82 593.28
180.02 592.95
191.77 592.15
211.1 593.24
246.16 593.58
270.68 594.73
291.42 595.51
319.97 595.93
354.6 597.33
414.26 600
Coeff Contr. Expan.
.1 .3

Description:
Station Elevation Data
Sta Elev Sta
0 604.92 5.75
12.06 604 13.62
22.6 603.11 36.94
60.44 597.48 72.71
94.67 594.05 103.58
126.68 593.11 127.5
159.84 592.37 161.24
164.04 591.67 165.85
187.02 592.88 198.49
215.22 593.26 216.51
244.42 593.23 245.66
303.13 594.19 304.98
335.02 594.39 346.74
400.42 595.39 404.37
431.03 595.97 439.7
Travis,
num=
Elev
604.59
603.85
600.91
595.7
593.68
593.18
591.67
591.67
592.88
593.28
593.28
594.26
594.49
595.45
596
reek -Bed
74
Sta
8.58
13.95
52.58
77.44
112.59
137.54
163.04
167.25
198.82
232.64
254.93
314.66
356.73
424.44
499.7
Shear Report.t
Elev Sta
604.34 10.92
603.82 14.34
598.51 53.96
595.34 81.23
593.21 115.17
593.41 141.81
591.67 163.24
592.37 173.14
592.91 199.25
593.09 236.53
593.35 270.44
594.32 329.01
594.67 364.56
595.65 427.02
599 547.1
xt
Elev
604.11
603.78
598.29
594.89
592.94
593.43
591.57
592.37
592.91
593.05
593.54
594.35
594.86
595.77
601
Sta Elev
11.65 604.04
20.27 603.41
54.26 598.25
89.85 594.39
123.5 592.63
144.84 592.37
163.84 591.57
177.94 592.65
199.82 592.92
237.59 593.07
295.56 594.13
331.48 594.38
376.21 595
430.49 595.95
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .085 159.84 .067 167.25 .085
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
159.84 167.25 34 31 29 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: UT1 -Lower RS: 1163
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 605.07 5.65
16.44 603.31 27.15
61.39 596.21 62.21
80.72 594.53 83.11
101.48 593.58 103.2
127.41 591.51 129.21
132.01 591.51 133.41
157.88 592.85 158.47
183.47 593 194.37
209.17 593.11 212.98
226.34 593.42 236.53
num=
Elev
604.57
601.81
596.11
594.36
593.6
591.51
592.21
592.89
593.43
592.72
593.57
72
Sta
9.05
37.95
63.9
84.23
107.41
129.41
143.95
159.58
197.21
213.72
253.62
Elev Sta
604.24 10.63
599.63 39.4
595.86 75.7
594.32 88.75
593.41 111.01
591.41 130.01
592.21 145.11
592.91 166.74
593.35 202.96
593.11 215.38
593.68 275.65
Page 32
Elev
604.08
599.37
594.96
594.13
592.21
591.41
592.59
593.03
593.19
593.15
593.87
Sta Elev
11.05 604.04
44.75 598.54
77.38 594.84
94.53 593.89
126.01 592.21
130.21 591.51
153.62 592.77
178.59 592.95
208.33 593.2
223.71 593.34
280.75 593.88

TravisCreek -Bed Shear Report.txt
283.91 593.88 288.09 594.02 295.58 594.22 304.13 594.21 316.65 594.31
325.18 594.41 330.08 594.48 344.71 594.88 351.36 595.04 356.41 595.14
369.28 595.41 380.07 595.49 394.02 595.66 408.37 595.88 418 596
469.1 598 531.5 600.9
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .085 126.01 .067 133.41 .085
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
126.01 133.41 70 69 68 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: UT1 -Lower RS: 1094
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 605.87 1.83
29.83 600.7 33.83
77.16 591.06 78.16
93.15 592.73 99.05
108.24 593.11 111.97
126.39 593.28 128.51
149.31 593.32 168.47
192.1 592 194.9
525.7 601
num=
Elev
605.75
599.92
591.06
592.96
593.04
593.28
593.49
593
41
Sta
3.54
39.5
84.36
101.11
114.3
141.65
181.1
284.2
Elev Sta
605.24 13.07
598.98 59.96
592.36 85.21
593.07 102.83
593.03 116.22
593.04 146.03
593.46 181.77
594 398.5
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .085 74.96 .067 84.36 .085
Bank Sta: Left Right Lengths: Left Channel Right
74.96 84.36 82 78 76
CROSS SECTION
RIVER: RIVER -1
REACH: Main 3 RS: 22339
INPUT
Description:
Page 33
Elev
603.48
592.16
592.4
593.11
592.97
593.36
593.4
596
Sta Elev
22.95 602.07
74.96 592.16
88.44 592.74
107.55 593.12
122.97 593.19
147.65 593.34
184.59 593.17
476.9 598
Coeff Contr. Expan.
.1 .3

Station Elevation Data
Sta Elev Sta
0 608.1 3.1
31.74 604.19 48.28
67.15 599.07 68.37
87.78 597.95 94.27
141.86 597.24 147.26
156.01 594.54 163.76
195.3 600.92 202.26
231.46 606.66 234.89
264.53 611.05
Travis,
num=
Elev
607.71
600.8
599.26
598.06
594.54
594.54
602.5
607.07
reek -Bed
41
Sta
16.24
54.89
73.45
100.56
155.02
169.16
205.39
238.22
Shear Report.t
Elev Sta
606.42 23.38
600 62.89
599.38 78.52
598.28 123.75
594.54 155.22
597.24 184.16
603 214.43
607.54 243.78
xt
Elev
605.49
598.73
599.09
598.28
594.44
597.24
603.72
608.39
Sta Elev
31.09 604.29
65.25 598.76
79.3 599.06
126.86 597.24
155.81 594.44
195.15 600.9
229.69 606.28
258.75 610.4
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .1 141.86 .067 169.16 .09
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
141.86 169.16 98 100 102 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: Main 3 RS: 22239
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 605 10.85
34.28 601.61 38.08
47.46 600.27 56.36
71.44 599.6 72.18
79.39 599.78 82.03
107.62 597.05 113.02
121.78 594.35 129.52
164.04 599.3 173.42
205.5 603 221.71
num=
Elev
604.05
601.13
599.87
599.53
598.97
594.35
594.35
599.03
606.42
44
Sta
13.14
42.25
65.48
74.67
83.46
120.77
134.93
181.17
236.92
Elev Sta
603.9 21.96
600.69 43.35
599.36 66.65
599.21 74.99
598.92 87.66
594.35 120.97
597.05 149.93
598.98 186.31
609.61 239.15
Elev
602.98
600.57
599.3
599.22
598.7
594.25
597.05
598.97
609.99
Sta Elev
26.65 602.46
43.99 600.49
68.53 599.39
77.62 599.78
92.62 597.05
121.57 594.25
156.97 599.4
195.68 598.96
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .1 107.62 .067 134.93 .09
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
107.62 134.93 102 100 97 .1 .3
CROSS SECTION
Page 34

TravisCreek -Bed Shear Report.txt
RIVER: RIVER -1
REACH: Main 3 RS: 22139
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 605 2.72
35.71 601.38 41.17
67.34 599.17 77.45
110.49 598.32 118.05
143.42 594.39 144.42
152.45 599.26 153.81
185.91 598.08 186.75
210.97 600.93 219.52
248.71 608.61 258.33
Manning's n Values
Sta n Val Sta
0 .085 129.64
Bank Sta: Left Right
129.64 152.45
Ineffective Flow num=
Sta L Sta R Elev
152.45 258.33 599.26
CROSS SECTION
num=
Elev
604.75
600.87
598.93
598.4
594.32
599.18
598.09
603.2
610.04
42
Sta
4.12
50
85.86
121.39
145.29
174.74
192.41
226.67
Elev Sta
604.62 24
600.28 61.49
598.78 88.89
598.19 129.64
594.26 148.92
598.07 176.63
598.22 197.86
604.94 230.43
Elev
602.45
599.54
598.7
598.35
594.69
598.03
597.07
605.95
Sta Elev
30.23 601.96
66.56 599.21
92.53 598.65
134.54 595.01
150.98 598.8
178.67 598.09
201.45 597.16
246.3 608.25
num= 3
n Val Sta n Val
.071 152.45 .1
Lengths: Left Channel Right Coeff Contr. Expan.
101 97 94 .1 .3
1
Permanent
F
RIVER: RIVER -1
REACH: Main 3 RS: 22042
INPUT
Description:
Station Elevation Data num= 36
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 605.07 6.66 603.49 9.88 602.63 12.85 602.32 19.18 601.64
28.04 600.98 51.36 599.22 67.64 598.6 71.72 598.42 77.36 598.43
97.41 598.28 104.45 598.27 106.7 598.27 117.61 598.38 138.44 598.39
147.34 598.41 157.13 598.43 159.71 598.43 162.41 594.31 165.24 593.82
165.71 593.76 170.91 594.2 174.07 594.46 175.69 596.54 176.47 596.74
183.02 598.01 194.44 598.26 197.33 598.33 205.35 598.81 212.17 599.44
213.6 599.69 217.8 600.45 241.81 604.97 242.17 605.04 271.97 609.06
280.96 610.03
Page 35

TravisCreek -Bed Shear Report.txt
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .085 159.71 .071 183.02 .1
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
159.71 183.02 76 80 83 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: Main 3 RS: 21962
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 610 2.68
30.57 603.46 31.82
85.63 598.66 92
132.48 597.83 151.64
206.77 594.47 213.53
237.97 598.61 244.08
269.55 601.33 273.11
302.47 606.37 309.87
num=
Elev
609.73
603.22
598.41
597.87
594.02
598.43
601.95
607.21
38
Sta
7.97
36.65
99.42
175.38
214.24
245.77
278.58
328.09
Elev Sta
609.24 16.11
602.46 45.82
598.14 110.97
597.85 190.29
593.97 218.16
598.47 258.21
602.97 286.58
608.99
Elev
608.52
601
598.01
597.59
594.28
600
604.44
Sta Elev
25.72 604.28
49.05 600.53
111.41 598.01
200.41 597.86
222.06 598.66
258.83 600.08
290.14 605.03
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .085 200.41 .071 222.06 .1
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
200.41 222.06 126 123 120 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: Main 3
INPUT
Description:
Station Elevation
Sta Elev
0 608.92
25.89 605.7
59.3 603
RS: 21839
Data num=
Sta Elev
.4 608.88
30.13 605.22
71.98 602.25
52
Sta Elev
2.59 608.64
33.35 604.63
74.26 602.1
Page 36
Sta Elev
11.19 607.28
40.21 604.08
85.36 601.3
Sta Elev
19.29 606.37
41.69 603.96
87.04 601.18

96.59 600.49
111.06 599.87
161.31 598.12
204.38 593.85
237.26 598.03
259.9 597.95
307.74 601.14
350.5 607.8
TravisCreek -Bed
98.33 600.43 102.48
135.88 598.7 137.96
173.76 598.03 193.44
208.83 594.27 213.82
240.34 598.22 241.7
271.24 597.93 281.25
308.94 601.27 318.54
362.79 609.01
Shear
600.28
598.61
597.95
594.66
598.26
598.68
602.71
Report.t
108.34
146.33
197.18
220.66
243.77
293.21
321.77
xt
600 109.71 599.93
598.48 160.81 598.13
597.85 201.48 593.69
597.07 235.3 597.92
598.23 246.81 598.16
599.61 296.88 600
603.24 345.09 606.96
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .085 197.18 .071 220.66 .1
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
197.18 220.66 97 101 106 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: Main 3 RS: 21738
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 609 13.85
42.45 605 47.91
60.8 603.26 73.33
107.47 600.38 111.15
122.55 599.99 131.68
156.06 598.81 168.57
187.43 597.85 189.02
248.15 597.34 252.75
269.31 593.55 269.67
285.1 597.5 293.48
315.03 598.56 316.46
361.65 602.95 401.61
num=
Elev
607.43
604.36
602.47
600.18
599.73
598.24
597.74
597.4
593.57
596.53
598.6
609
57
Sta
22.26
48.77
87.66
115.15
138.46
169.19
212.06
256.73
274.67
298.81
324.07
Elev Sta
606.71 27.96
604.02 53.61
601.55 91.43
600.24 115.89
599.49 141.83
598.23 181.6
597.29 230.23
594.65 264.15
598.09 282.77
596.93 301.28
598.78 329.82
Elev
606.15
603.72
601.33
600.25
599.37
597.94
596.95
593.75
597.79
597.3
599.46
Sta Elev
31.98 605.96
56.79 603.51
99.26 600.79
116.62 600.22
151.37 599.02
183.04 597.9
243.45 597.25
265.26 593.63
283.49 597.67
307 598.33
352.47 602
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .085 252.75 .071 274.67 .1
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
252.75 274.67 148 146 145 .1 .3
CROSS SECTION
Page 37

TravisCreek -Bed Shear Report.txt
RIVER: RIVER -1
REACH: Main 3 RS: 21592
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 612 18.84
35.44 610.98 40.65
75.44 609.66 84.71
119.66 606.87 127.26
160.19 604.77 172.51
199.28 603.01 201.2
221.57 601.91 223.08
270.55 600.05 280.22
435.82 597.33 460.51
490.49 599.45 491.78
531.75 607.47 539.16
num=
Elev
611.44
610.8
609
606.46
604
602.91
601.88
599.31
593.53
599.56
609.04
53
Sta
19.64
49.34
88.74
139.52
179.48
203.41
243.22
299.87
461.51
498.47
545.25
Elev Sta
611.4 22.14
610.48 57.71
608.83 97.67
605.87 148.63
603.65 186.67
602.76 210.72
601.42 262.91
597.86 306.92
593.53 469.12
599.96 527.82
610.13
Elev
611.34
610.25
608.44
605.51
603.46
602.14
600.52
597.64
597.33
606.57
Sta Elev
32.6 611.1
63.27 610.09
108.36 607.98
156.08 605.03
193.62 603.22
211.49 602.12
268.34 600.24
312.11 597.33
484.11 597.33
530.45 607.27
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .1 435.82 .071 469.12 .09
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
435.82 469.12 93 90 87 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: Main 3 RS: 21502
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 608 5.06
32.68 606.07 37.39
69.75 604.05 81.04
88.05 602.72 89.61
127.35 601.29 141.42
170.36 600.7 174.26
220.68 599.55 221.62
260.65 597.86 261.21
328.3 593.49 336.05
num=
Elev
607.74
605.77
603.55
602.78
600.9
600.61
599.53
597.79
593.49
51
Sta
10.09
46.39
82.96
90.03
149.84
197.88
246.16
262.56
336.25
Elev Sta
607.46 17.19
605.13 55.02
603.25 83.58
602.8 115.16
600.8 166.61
600.1 213.2
598.64 251.92
597.03 264.49
593.39 336.85
Page 38
Elev
607.14
604.52
603.18
601.88
600.78
599.76
598.57
596.19
593.39
Sta Elev
29.7 606.32
56.76 604.43
87.7 602.71
119.53 601.72
168.94 600.75
218.21 599.58
257.83 597.9
322.9 596.19
337.05 593.49

TravisCreek -Bed Shear Report.txt
344.8 593.49 350.2 596.19 365.13 596.19 392.75 605.48 408.21 608.08
415.07 609
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .1 322.9 .071 350.2 .09
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
322.9 350.2 106 114 122 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: Main 3 RS: 21388
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 608 6.08
41.33 605.96 57.34
84.14 602.5 84.85
92.15 602.76 117.84
144.15 600.69 152.64
218.11 599.53 220.7
266.98 597.62 268.26
279.95 596.71 283.38
324.52 593.11 325.12
361.43 596.23 382.1
408.24 605.11 426.76
num=
Elev
607.71
605.03
602.52
601.87
600.35
599.57
597.62
595.91
593.11
596.49
609.98
52
Sta
21.41
63.51
88.27
122.73
161.98
221.43
273.95
311.17
325.32
386.79
Elev Sta
606.97 21.8
604.67 73.83
602.66 89.15
601.69 123.05
600.22 188.24
599.55 222.44
597.59 276.8
595.91 316.57
593.21 333.07
596.57 395.04
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .1 311.17 .071 338.19 .09
Bank Sta: Left Right Lengths: Left Channel Right
311.17 338.19 82 74 66
CROSS SECTION
RIVER: RIVER -1
REACH: Main 3 RS: 21314
INPUT
Description:
Page 39
Elev
606.94
604.11
602.69
601.67
599.83
599.53
597.4
593.21
593.21
601.2
Sta Elev
40.77 605.99
82.7 602.65
90.27 602.73
124.12 601.63
206.23 599.35
252.75 598.09
277.54 597.33
324.32 593.21
338.19 595.78
404.96 604.4
Coeff Contr. Expan.
.1 .3

Station Elevation Data
Sta Elev Sta
0 610 12.12
36.94 608.32 44.51
75.2 606.79 88.57
112.15 604.29 115.05
127.3 602.11 127.78
130.71 602.24 138.32
174.01 600.5 178.43
214.61 599.17 228.46
279.01 599.59 284.56
298.83 599.21 303.99
385.21 593.1 385.42
399.52 595.88 407.08
443.48 596.36 446.43
468.79 603.87 487.9
544.46 614.22 546.65
Manning's n Values
Sta n Val Sta
0 .1 372.06
Bank Sta: Left Right
372.06 399.52
CROSS SECTION
RIVER: RIVER -1
REACH: Main 3
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 611 4.95
22.63 610 36.17
71.95 608.04 79.77
105.06 606.21 106.05
140.19 604.42 140.94
164.4 601.75 165.35
176.35 601.51 179.44
232.12 599.23 239.02
277.2 597.59 280.15
313.38 598.31 320.29
329.74 599.4 331.99
419.08 596.57 445.49
Travis,
num=
Elev
609.17
608.05
605.98
604.1
602.13
602.13
600.38
598.93
599.58
597.93
593
596.31
596.36
609.26
614.41
reek -Bed
75
Sta
15.42
54.56
89.36
117.41
128.3
139.78
191.21
237.31
285.03
314.23
386.02
411.91
447.07
511.74
547.6
Shear Report.t
Elev Sta
608.95 18.71
607.73 63.71
605.93 90.64
603.64 126.47
602.15 128.95
602.04 142.53
600.05 207.98
598.48 265.98
599.58 296.56
595.8 372.06
593 386.22
596.21 417.28
596.36 452.89
611.77 522.36
614.49 548.92
num= 3
n Val Sta n Val
.071 399.52 .09
Lengths: Left Channel Right
95 99 103
RS: 21215
num=
Elev
610.6
609.55
607.52
606.17
604.37
601.79
601.25
599.05
597.5
599.1
599.24
596.57
76
Sta
19.79
47.07
84.97
119.54
141.58
166.2
207.29
251.11
291.43
321.57
333.03
470.18
Elev Sta
610.11 20.35
609.02 56.24
607.18 99.66
605.48 120.21
604.33 159.85
601.82 166.68
600.04 211.15
598.73 267.63
597.2 297.62
599.09 324.02
599.17 333.87
592.77 471.19
Page 40
xt
Elev
608.89
607.58
605.85
602.16
602.18
601.81
599.38
598.6
599.64
595.8
593.1
596.05
598.56
612.44
614.59
Sta Elev
35.04 608.47
66.2 607.5
100.67 604.87
126.84 602.1
129.69 602.2
165.92 600.86
210.76 599.24
276.58 599.44
298.01 599.44
377.46 593.1
393.97 593.1
425.78 595.75
454.75 599.22
539.85 613.83
554.22 615
Coeff Contr. Expan.
.1 .3
Elev
610.07
608.83
606.47
605.44
603.21
601.84
599.84
597.98
597.57
599.07
599.07
592.77
Sta Elev
20.73 610.06
65.63 608.33
104.18 606.24
128.83 605
161.49 602.74
171.8 601.77
215.14 599.7
273.56 597.62
300.66 597.87
328.23 599.51
344.29 596.57
478.79 596.57

TravisCreek -Bed Shear Report.txt
493.79 596.57 512.99 602.97 514.16 603.09 515.51 603.58 519.81 604.27
523.41 605 528.06 606.2 535.69 607.26 541.63 608.74 552.32 610.72
558.55 611.85 568.08 612.9 584.48 614.4 586.04 614.53 592.17 614.94
593.04 615
Manning's n Values
Sta n Val Sta
0 .1 445.49
Bank Sta: Left Right
445.49 478.79
Ineffective Flow num=
Sta L Sta R Elev
200 328.23 599.51
CROSS SECTION
num= 3
n Val Sta n Val
.071 478.79 .09
Lengths: Left Channel Right Coeff Contr. Expan.
112 116 120 .1 .3
1
Permanent
F
RIVER: RIVER -1
REACH: Main 3 RS: 21099
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 609.72 11.01
33.63 609.21 34.47
65.97 608.14 77.89
93.43 606.08 95.24
138.05 604.2 147.18
165.2 601.57 165.61
176.7 601.22 177.51
209.71 599.63 223.97
274.76 597.32 286.32
310.5 598.97 311.64
330.32 599.73 330.65
425.01 596.4 432.6
495.05 596.66 497.92
526.35 596.61 527.08
565.62 600 573.98
606.39 606.01 626.05
num=
Elev
609.55
609.18
607.28
606.01
603.5
601.58
601.15
599.14
596.89
599.1
599.72
592.6
596.75
596.64
601.42
608.89
80
Sta
11.57
35.02
79.88
109.45
155.19
166.21
184.48
239.51
297.69
316.94
341.41
433.61
499.09
528.99
576.03
630.92
Elev Sta
609.53 12.12
609.17 48.49
607.14 81.51
605.7 118.87
602.72 160.62
601.6 167.24
600.85 194.69
598.7 240.03
597.71 299.04
599.72 319.21
596.61 342.18
592.6 458.3
596.62 511.04
596.64 539.51
601.8 588.12
609.25 670.51
Elev
609.54
609
607.03
605.43
602.35
601.64
600.33
598.69
597.84
599.9
596.4
596.4
596.64
596.47
603.64
613.15
Sta Elev
25.04 609.46
51.54 608.91
86.87 606.59
129.83 604.79
161.17 602.15
170.4 601.57
206.56 599.75
251.23 598.28
300.04 597.91
323.34 599.85
408.53 596.4
484.91 596.4
524.86 596.74
545.98 596.47
595.16 603.76
686.29 615.08
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .1 425.01 .071 458.3 .09
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
Page 41

TravisCreek -Bed Shear Report.txt
425.01 458.3 470 490 515 .1 .3
Ineffective Flow num= 1
Sta L Sta R Elev Permanent
0 319.21 599.9 F
CROSS SECTION
RIVER: RIVER -1
REACH: Main 3 RS: 20609
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 609.01 4.39
34.17 607.56 35.18
71.74 605.71 76.5
109.77 603.87 120.92
151.41 603.05 154.14
197.17 602.13 207.17
226.01 601.04 228.55
253.6 597.68 254.07
275.15 595.66 275.75
309.32 596.84 313.3
327.34 599.38 336.29
358.82 598.83 368.53
412.49 598.51 421.37
454.32 591.7 457.68
470.62 595.96 472.69
514.31 598.52 527.19
552 602.28 566.91
599.27 606.97 601.28
647.33 612.02 649.01
683.86 616.11 695.49
Manning's n Values
Sta n Val Sta
0 .1 412.49
Bank Sta: Left Right
412.49 465.26
Ineffective Flow num=
Sta L Sta R Elev
0 326.81 599.1
CROSS SECTION
num= 100
Elev Sta
608.95 8.13
607.5 49.43
605.18 80.41
603.69 127.65
602.98 165.98
601.79 210.23
601.18 231.65
597.66 258.75
595.61 277.32
597.52 314.66
599.46 339.93
598.6 384.55
596.69 427.88
592.32 458.4
596.02 490.79
599.96 533.09
603.38 573.1
607.22 613.81
612.27 657.78
617.15 702.67
num= 3
n Val Sta
.071 465.26
Lengths: Left
329
1
Permanent
F
Elev
608.9
607.28
604.96
603.63
602.4
601.49
600.17
597.17
595.54
597.72
599.37
598.86
595.59
592.53
596.72
600.52
604.68
608.74
613.12
617.91
n Val
.09
:hannel
326
Page 42
Sta Elev Sta
22.1 608.28 23.02
50.09 607.25 64.75
93.61 604.42 102.48
135.61 603.45 144.87
174.94 602.45 185.63
212.66 601.25 219.43
243.41 598.13 245.69
269.09 596.21 273.1
296.55 594.91 300.86
325.55 599.18 326.81
345.06 599.1 351.39
386.48 598.83 388.22
443.73 593.02 444.58
465.26 595.7 470.22
501.43 597.59 507.48
539.35 601.11 541.59
576.58 605.17 591.69
626.38 609.68 636.79
670.53 614.24 673.06
709.95 619.23 720.2
Right Coeff Contr.
318 .1
Elev
608.23
606.15
604.08
603.19
602.22
601.49
598.03
595.85
595.23
599.5
598.93
598.83
592.86
595.95
598.24
601.54
606.43
610.55
614.7
620
Expan,
.3

TravisCreek -Bed Shear Report.txt
RIVER: RIVER -1
REACH: Main 3 RS: 20283
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 603.14 10.52
51 600.96 51.55
88.82 597.63 94.41
135 592 147
301.11 599.05 306.16
352.02 602.84 354.08
393.23 607.51 398.79
426.39 610.81 443.97
469.97 615.14
num=
Elev
602.82
600.92
597.16
592.9
599.33
603.06
608.12
612.7
41
Sta
17.66
55.35
111
160
319.82
358.01
421
444.91
Elev Sta
602.53 23.85
600.65 72.81
596 117.3
594 195
600.32 329.04
603.57 370.87
610.25 421.89
612.79 455.17
Elev
602.32
599.43
595
595
600.86
605.04
610.34
613.79
Sta Elev
39.91 601.79
77.2 598.97
125 592.7
285 599.2
334.58 601.1E
375.38 605.5E
422.28 610.3E
469.21 615
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .1 117.3 .071 160 .1
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
117.3 160 364 367 370 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: Main 3 RS: 19916
INPUT
Description:
Station Elevation Data num= 59
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
-103 605 0 600 2.65 599.75 16.78 599.27 28.8 598.89
31.31 598.79 32.55 598.71 36.6 598.54 72.94 596.54 84.15 596.32
87.27 596.3 90.71 596.25 103.19 596 120.21 595.56 128.92 595.38
129.66 595.37 130.82 595.36 148.02 595.25 164.34 595.13 170.46 595
179.19 594.6 189.36 594.24 204.15 593.88 212.08 592.15 215.22 592
226.17 594.75 229.33 595 230.4 596 253.57 596.47 261.19 596.71
277.76 597.56 281.29 597.75 302.3 598.89 303.23 598.95 304.64 599.08
310.36 599.62 318.14 600.34 322.58 600.79 335.11 601.74 340.87 602.98
341.42 603.05 342.02 603.09 354.12 603.91 361.33 604.37 362.03 604.44
378.26 605.6 380.09 605.73 380.6 605.77 399 607 401.17 607.16
406.5 607.65 415.54 608.28 424.71 608.76 432.85 609.12 435.37 609.3
Page 43

TravisCreek -Bed Shear Report.txt
440.2 609.64 446.86 610.04 454.36 610.49 463.95 611.05
Manning's n Values
Sta n Val Sta
-103 .085 170.46
Bank Sta: Left Right
170.46 230.4
CROSS SECTION
num= 3
n Val Sta n Val
.071 230.4 .1
Lengths: Left Channel Right
500 474 447
RIVER: RIVER -1
REACH: Main Lower RS: 19442
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 605 5.35
30.63 601.05 34.64
62.1 596.78 63.77
93.66 594.33 97.27
113.84 591.33 121.98
151.82 593.17 154.89
181.59 593.61 183.55
216.79 593.79 217.28
256.17 596.03 272.86
301.43 597.8 308.94
Manning's n Values
Sta n Val Sta
0 .085 97.27
Bank Sta: Left Right
97.27 122.54
CROSS SECTION
RIVER: RIVER -1
REACH: Main Lower
num=
Elev
604.39
600.52
596.6
594.02
592.68
593.15
593.72
593.8
596.79
598.38
50
Sta
8.92
41.06
66.92
100.79
122.54
165.5
184.08
247.03
273.91
321.85
Elev Sta
603.99 22.16
599.48 51.45
596.33 80.78
593.06 102.08
592.72 132.59
593.1 171.28
593.75 188.99
594.71 250.29
596.83 275.49
599.33 326
num= 3
n Val Sta n Val
.071 122.54 .1
Lengths: Left Channel
446 461
RS: 18981
INPUT
Description:
Station Elevation Data num=
Sta Elev Sta Elev
81
Sta Elev
Page 44
Coeff Contr. Expan.
.1 .3
Elev
602.43
597.83
594.98
592.94
593.07
593.34
593.75
595.26
596.9
599.56
Sta Elev
24.75 602.14
60.54 596.92
87.64 594.7
110.59 590.3
143.29 593.23
179.94 593.52
200.21 593.77
253.62 595.8
291.26 597.17
330.88 600
Right Coeff Contr.
475 .1
Expan.
.3
Sta Elev Sta Elev

0 604 4.25
16.95 602.01 26.93
52.54 599.79 61.82
94.38 598.62 97.07
123.92 598.48 142.16
167.42 597.47 186.41
210.7 597.46 221.01
255.99 595.99 271.28
306.78 594.83 308.52
345.82 592.8 364.47
412.39 592.33 419.81
444 589.6 451
475.93 592.82 485.54
518.66 594.44 519.27
565.47 602.93 570.53
606.05 609.25 620.31
639.67 611.42
Manning's n Values
Sta n Val Sta
0 .085 439.31
Bank Sta: Left Right
439.31 469.37
CROSS SECTION
RIVER: RIVER -1
REACH: Main Lower
INPUT
Description:
TravisCreek -Bed Shear Report.txt
603.61
601.59
599.53
598.5
598.54
597.71
597.25
595.22
594.83
592.16
592.46
589.1
592.86
594.53
603.38
610.7
12.58
34.95
69.96
97.49
155.75
187.69
247.13
288.15
322.46
370.93
434.65
458
495.91
536
581
624.62
602.47 15.81
601.14 37.51
598.92 72.76
598.52 98.69
598.49 157.54
597.74 190.77
596.2 250.63
595.46 299.37
593.82 326.78
591.7 399.36
592.59 439.31
589.6 460
593.22 502
598.84 537.41
604.99 588.14
611.11 627.6
num= 3
n Val Sta n Val
.071 469.37 .1
Lengths: Left Channel Right
815 813 812
RS: 18168
602.08
601
598.71
598.52
598.44
597.77
595.94
595.1
593.66
591.98
592.51
591
593.4
599.11
606
611.28
16.31 602.06
39.31 600.86
75.1 598.53
122.28 598.46
165.86 597.72
199.91 597.69
252.32 595.94
301 595
338.74 593.04
402.95 592.13
442 591.62
469.37 592.73
516.59 594.32
553.07 601.29
592.52 606.79
636.89 610.81
Coeff Contr. Expan.
.1 .3
Station Elevation Data num= 85
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 601.1 4.11 600.87 10.44 600.47 32.52 600.02 36.42 599.97
37.82 600.01 42.05 600.04 57.66 599.88 69.12 599.02 73.36 598.7
90.71 597.06 92.44 596.84 95.52 596.62 107.71 595.39 108.64 595.25
113.01 594.63 125.16 593.73 128.56 593.47 130.34 593.35 143.15 592.06
148.3 590.1 150.3 589.6 157.29 589.1 164.3 589.6 165.43 591.1
172.26 590.81 176.28 590.82 184.72 590.62 202.58 590.62 206.54 590.73
210.14 590.7 218 590.59 221.65 590.54 228.81 590.49 240.61 590.41
249.7 590.25 258.66 589.97 260.52 589.9 265.23 589.98 277.33 590.3
288.91 590.68 292.31 590.78 294 590.75 308.56 590.26 316.65 590.19
325.43 590.16 326.56 590.21 336.32 590.27 337.13 590.29 339.84 590.31
357.44 590.48 358.94 590.5 359.69 590.49 362.9 590.54 382.55 590.96
386.86 591.16 402.22 591.7 403.44 591.75 403.87 591.77 419.52 592.72
Page 45

422.08 592.93 431.78
452.1 595.2 460.66
486.29 598.25 497.99
529.99 603.43 536.31
563.53 608.57 566.44
Manning's n Values
Sta n Val Sta
0 .1 143.15
Bank Sta: Left Right
143.15 165.43
CROSS SECTION
TravisCreek -Bed
593.63 435.21
596 464.38
599.94 501.11
604.47 549.13
608.97 590.86
num= 3
n Val Sta
.071 165.43
Lengths: Left CI
375
RIVER: RIVER -1
REACH: Main Lower RS: 17792
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 614.14 22.82
65.6 588.7 77.6
188.6 592.4 235.6
307.24 600.42 309.29
346.51 603.54 353.29
388.99 605.65
Manning's n Values
Sta n Val Sta
0 .1 63.6
num=
Elev
608.39
589
592.3
600.59
603.95
num=
n Val
.071
26
Sta
47.83
87.6
274.67
320.33
373.12
3
Sta
88.6
Shear Report.txt
593.93 437.45 594.12 440.85 594.38
596.36 473.1 597.07 482.94 597.9
600.64 508.04 601.15 522.24 602.58
605.35 553.86 605.93 561.41 608.29
611.09 596.6 611.68 599.15 612.01
n Val
.1
cannel Right Coeff Contr. Expan.
376 377 .1 .3
Elev Sta
602.59 53.6
588.7 88.6
592.73 279.19
601.5 325.43
604.97 374.18
n Val
.1
Elev
593
591.2
593.97
601.7
605.02
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
63.6 88.6 17792 17792 17792 .1 .3
SUMMARY OF MANNING'S N VALUES
River:RIVER -1
Reach River Sta. n1 n2 n3
Sta Elev
63.6 592.3
105.6 592.E
306.12 600.33
340.95 602.91
375.5 605.07
UT4 1399 .1 .067 .1
UT4 1339 .1 .067 .1
Page 46

Page 47
TravisCreek -Bed Shear
Report.txt
UT4
1274
.1
.067
.1
UT4
1226
.1
.067
.1
UT4
1166
.1
.067
.1
UT4
1120
.1
.067
.1
UT4
1067
.1
.067
.1
Main Upper
23036
.1
.067
.1
Main Upper
23026
.1
.067
.1
Main 2
22822
.1
.067
.1
Main 2
22728
.1
.067
.1
Main 2
22638
.1
.067
.1
Main 2
22541
.1
.067
.1
UT3
1207
.1
.067
.1
UT3
1163
.1
.067
.1
UT3
1107
.1
.067
.1
UT3
1077
.1
.067
.1
UT1 -Upper
2311
.085
.067
.085
UT1 -Upper
2251
.085
.067
.085
UT1 -Upper
2177
.085
.067
.085
UT1 -Upper
2104
.085
.067
.085
UT1 -Upper
2052
.085
.067
.085
UT1 -Upper
1981
.085
.067
.085
UT1 -Upper
1924
.085
.067
.085
UT1 -Upper
1867
.085
.067
.085
UT1 -Upper
1806
.085
.067
.085
UT1 -Upper
1767
.085
.067
.085
UT1 -Upper
1724
.085
.067
.085
UT1 -Upper
1648
.085
.067
.085
UT1 -Upper
1602
.085
.067
.085
UT1 -Upper
1537
.085
.067
.085
UT1 -Upper
1487
.085
.067
.085
UT2
1672
.085
.067
.085
UT2
1609
.085
.067
.085
UT2
1557
.085
.067
.085
UT2
1497
.085
.067
.085
UT2
1465
.085
.067
.085
UT2
1417
.085
.067
.085
UT2
1376
.085
.067
.085
UT2
1333
.085
.067
.085
UT2
1285
.085
.067
.085
UT2
1231
.085
.067
.085
UT2
1175
.085
.067
.085
UT1 -Lower
1264
.085
.067
.085
UT1 -Lower
1194
.085
.067
.085
UT1 -Lower
1163
.085
.067
.085
UT1 -Lower
1094
.085
.067
.085
Main 3
22339
.1
.067
.09
Main 3
22239
.1
.067
.09
Page 47

SUMMARY OF REACH LENGTHS
River: RIVER -1
Reach
River Sta.
TravisCreek -Bed Shear
Report.txt
Right
Main
3
22139
.085
.071
.1
Main
3
22042
.085
.071
.1
Main
3
21962
.085
.071
.1
Main
3
21839
.085
.071
.1
Main
3
21738
.085
.071
.1
Main
3
21592
.1
.071
.09
Main
3
21502
.1
.071
.09
Main
3
21388
.1
.071
.09
Main
3
21314
.1
.071
.09
Main
3
21215
.1
.071
.09
Main
3
21099
.1
.071
.09
Main
3
20609
.1
.071
.09
Main
3
20283
.1
.071
.1
Main
3
19916
.085
.071
.1
Main
Lower
19442
.085
.071
.1
Main
Lower
18981
.085
.071
.1
Main
Lower
18168
.1
.071
.1
Main
Lower
17792
.1
.071
.1
SUMMARY OF REACH LENGTHS
River: RIVER -1
Reach
River Sta.
Left
Channel
Right
UT4
1399
59
60
61
UT4
1339
65
65
66
UT4
1274
48
48
49
UT4
1226
59
60
61
UT4
1166
46
46
46
UT4
1120
51
53
55
UT4
1067
54
50
45
Main Upper
23036
10
10
10
Main Upper
23026
213
204
197
Main 2
22822
96
94
90
Main 2
22728
93
90
88
Main 2
22638
91
97
103
Main 2
22541
209
202
197
UT3
1207
44
44
44
UT3
1163
56
56
54
UT3
1107
29
30
32
UT3
1077
63
58
52
UT1 -Upper
2311
59
60
57
UT1 -Upper
2251
73
74
76
Page 48

Page 49
TravisCreek -Bed Shear
Report.txt
UT1 -Upper
2177
74
73
73
UT1 -Upper
2104
53
52
50
UT1 -Upper
2052
72
71
71
UT1 -Upper
1981
56
57
57
UT1 -Upper
1924
58
57
58
UT1 -Upper
1867
61
61
61
UT1 -Upper
1806
40
39
38
UT1 -Upper
1767
43
43
44
UT1 -Upper
1724
76
76
77
UT1 -Upper
1648
45
46
46
UT1 -Upper
1602
66
65
65
UT1 -Upper
1537
50
50
50
UT1 -Upper
1487
224
223
223
UT2
1672
63
63
64
UT2
1609
52
52
52
UT2
1557
59
60
60
UT2
1497
34
32
30
UT2
1465
47
48
50
UT2
1417
42
41
40
UT2
1376
43
43
43
UT2
1333
48
48
49
UT2
1285
54
54
53
UT2
1231
55
56
56
UT2
1175
165
170
174
UT1 -Lower
1264
64
70
75
UT1 -Lower
1194
34
31
29
UT1 -Lower
1163
70
69
68
UT1 -Lower
1094
82
78
76
Main 3
22339
98
100
102
Main 3
22239
102
100
97
Main 3
22139
101
97
94
Main 3
22042
76
80
83
Main 3
21962
126
123
120
Main 3
21839
97
101
106
Main 3
21738
148
146
145
Main 3
21592
93
90
87
Main 3
21502
106
114
122
Main 3
21388
82
74
66
Main 3
21314
95
99
103
Main 3
21215
112
116
120
Main 3
21099
470
490
515
Main 3
20609
329
326
318
Main 3
20283
364
367
370
Main 3
19916
500
474
447
Main Lower
19442
446
461
475
Main Lower
18981
815
813
812
Main Lower
18168
375
376
377
Page 49

TravisCreek -Bed Shear Report.txt
Main Lower 17792 17792 17792 17792
SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS
River: RIVER -1
Reach
River Sta.
Contr.
Expan.
UT4
1399
.1
.3
UT4
1339
.1
.3
UT4
1274
.1
.3
UT4
1226
.1
.3
UT4
1166
.1
.3
UT4
1120
.1
.3
UT4
1067
.1
.3
Main Upper
23036
.3
.5
Main Upper
23026
.3
.5
Main 2
22822
.1
.3
Main 2
22728
.1
.3
Main 2
22638
.1
.3
Main 2
22541
.1
.3
UT3
1207
.1
.3
UT3
1163
.1
.3
UT3
1107
.1
.3
UT3
1077
.1
.3
UT1 -Upper
2311
.1
.3
UT1 -Upper
2251
.1
.3
UT1 -Upper
2177
.1
.3
UT1 -Upper
2104
.1
.3
UT1 -Upper
2052
.1
.3
UT1 -Upper
1981
.1
.3
UT1 -Upper
1924
.1
.3
UT1 -Upper
1867
.1
.3
UT1 -Upper
1806
.1
.3
UT1 -Upper
1767
.1
.3
UT1 -Upper
1724
.1
.3
UT1 -Upper
1648
.1
.3
UT1 -Upper
1602
.1
.3
UT1 -Upper
1537
.1
.3
UT1 -Upper
1487
.1
.3
UT2
1672
.1
.3
UT2
1609
.1
.3
UT2
1557
.1
.3
UT2
1497
.1
.3
Page 50

TravisCreek -Bed Shear Report.txt
UT2
1465
.1
.3
UT2
1417
.1
.3
UT2
1376
.1
.3
UT2
1333
.1
.3
UT2
1285
.1
.3
UT2
1231
.1
.3
UT2
1175
.1
.3
UT1 -Lower
1264
.1
.3
UT1 -Lower
1194
.1
.3
UT1 -Lower
1163
.1
.3
UT1 -Lower
1094
.1
.3
Main 3
22339
.1
.3
Main 3
22239
.1
.3
Main 3
22139
.1
.3
Main 3
22042
.1
.3
Main 3
21962
.1
.3
Main 3
21839
.1
.3
Main 3
21738
.1
.3
Main 3
21592
.1
.3
Main 3
21502
.1
.3
Main 3
21388
.1
.3
Main 3
21314
.1
.3
Main 3
21215
.1
.3
Main 3
21099
.1
.3
Main 3
20609
.1
.3
Main 3
20283
.1
.3
Main 3
19916
.1
.3
Main Lower
19442
.1
.3
Main Lower
18981
.1
.3
Main Lower
18168
.1
.3
Main Lower
17792
.1
.3
Profile Output
Table - Bed Shear Table
Reach
River Sta Profile
Plan
Q Total W.S. Elev
Vel Chnl
Shear LOB
Shear Chan Shear ROB
E.G.
Slope
Invert Slope
(cfs)
(ft)
(ft /s)
(lb /sq ft)
(lb /sq ft) (lb /sq ft)
(ft /ft)
UT4
1399 Bankfull
Prop
24.20
602.69
1.70
0.13
0.36 0.13
0.005277
0.0042
UT4
1399 Bankfull
Exist
24.20
601.91
2.21
0.17
0.57 0.10
0.007082
0.0107
UT4
1399 2x Bankfull
Prop
48.40
603.00
2.23
Page 51

TravisCreek -Bed Shear Report.txt
Page 52
0.27
0.57
0.28
0.006618
0.0042
UT4
1399
2x Bankfull
Exist
48.40
602.52
2.66
0.27
0.73
0.19
0.006301
0.0107
UT4
1399
2 Yr
Prop
27.00
602.73
1.78
0.15
0.39
0.15
0.005543
0.0042
UT4
1399
2 Yr
Exist
27.00
602.06
2.16
0.16
0.53
0.11
0.005897
0.0107
UT4
1399
5 Yr
Prop
56.00
603.07
2.37
0.31
0.63
0.32
0.006984
0.0042
UT4
1399
5 Yr
Exist
56.00
602.70
2.68
0.30
0.72
0.20
0.005706
0.0107
UT4
1399
10 Yr
Prop
85.00
603.36
2.73
0.43
0.79
0.45
0.007379
0.0042
UT4
1399
10 Yr
Exist
85.00
603.15
3.01
0.41
0.85
0.25
0.005579
0.0107
UT4
1399
100 Yr
Prop
204.00
604.70
2.89
0.46
0.73
0.49
0.003912
0.0042
UT4
1399
100 Yr
Exist
204.00
604.71
3.52
0.56
1.00
0.36
0.004070
0.0107
UT4
1339
Bankfull
Prop
24.20
602.24
2.11
0.16
0.59
0.14
0.010504
0.0091
UT4
1339
Bankfull
Exist
24.20
601.59
1.73
0.35
0.004570
0.0080
UT4
1339
2x Bankfull
Prop
48.40
602.53
2.34
0.27
0.66
0.27
0.009023
0.0091
UT4
1339
2x Bankfull
Exist
48.40
602.15
2.31
0.07
0.59
0.03
0.006014
0.0080
UT4
1339
2 Yr
Prop
27.00
602.29
2.06
0.17
0.55
0.15
0.009257
0.0091
UT4
1339
2 Yr
Exist
27.00
601.79
1.68
0.32
0.003851
0.0080
UT4
1339
5 Yr
Prop
56.00
602.59
2.47
0.31
0.72
0.32
0.009404
0.0091
UT4
1339
5 Yr
Exist
56.00
602.42
2.12
0.10
0.47
0.06
0.004186
0.0080
UT4
1339
10 Yr
Prop
85.00
602.99
2.29
0.28
0.57
0.31
0.005648
0.0091
UT4
1339
10 Yr
Exist
85.00
602.94
2.16
0.15
0.45
0.09
0.003212
0.0080
UT4
1339
100 Yr
Prop
204.00
604.62
1.65
0.14
0.23
0.16
0.001186
0.0091
UT4
1339
100 Yr
Exist
204.00
604.66
1.84
0.14
0.28
0.09
0.001161
0.0080
Page 52

TravisCreek -Bed Shear Report.txt
UT4
1274
Bankfull
Prop
24.20
601.83
1.55
0.11
0.30
0.08
0.004508
0.0044
UT4
1274
Bankfull
Exist
24.20
600.97
2.93
1.10
0.018223
0.0042
UT4
1274
2x Bankfull
Prop
48.40
602.01
2.18
0.25
0.56
0.20
0.007237
0.0044
UT4
1274
2x Bankfull
Exist
48.40
601.85
1.91
0.40
0.14
0.004370
0.0042
UT4
1274
2 Yr
Prop
27.00
601.79
1.86
0.15
0.44
0.11
0.006760
0.0044
UT4
1274
2 Yr
Exist
27.00
601.56
1.58
0.29
0.08
0.003514
0.0042
UT4
1274
5 Yr
Prop
56.00
602.32
1.51
0.10
0.25
0.12
0.002616
0.0044
UT4
1274
5 Yr
Exist
56.00
602.32
1.20
0.03
0.15
0.07
0.001256
0.0042
UT4
1274
10 Yr
Prop
85.00
602.86
1.25
0.08
0.16
0.09
0.001231
0.0044
UT4
1274
10 Yr
Exist
85.00
602.88
1.08
0.04
0.11
0.07
0.000752
0.0042
UT4
1274
100 Yr
Prop
204.00
604.59
1.04
0.05
0.09
0.06
0.000382
0.0044
UT4
1274
100 Yr
Exist
204.00
604.64
0.96
0.04
0.07
0.05
0.000303
0.0042
UT4
1226
Bankfull
Prop
24.20
601.33
2.67
0.18
1.07
0.18
0.027925
0.0117
UT4
1226
Bankfull
Exist
24.20
600.78
1.25
0.04
0.19
0.06
0.002626
0.0158
UT4
1226
2x Bankfull
Prop
48.40
601.83
1.25
0.09
0.19
0.10
0.002777
0.0117
UT4
1226
2x Bankfull
Exist
48.40
601.84
0.66
0.02
0.04
0.02
0.000317
0.0158
UT4
1226
2 Yr
Prop
27.00
601.57
1.23
0.08
0.20
0.08
0.003799
0.0117
UT4
1226
2 Yr
Exist
27.00
601.56
0.48
0.01
0.02
0.01
0.000200
0.0158
UT4
1226
5 Yr
Prop
56.00
602.28
0.78
0.03
0.07
0.04
0.000697
0.0117
UT4
1226
5 Yr
Exist
56.00
602.31
0.53
0.01
0.03
0.02
0.000157
0.0158
UT4
1226
10 Yr
Prop
85.00
602.84
0.71
0.03
0.05
0.04
0.000385
0.0117
UT4
1226
10 Yr
Exist
85.00
602.87
0.57
0.01
0.03
0.02
0.000140
0.0158
UT4
1226
100 Yr
Prop
204.00
604.58
0.71
Page 53

UT4
mm
MEN
UT4
0.03
UT4
0.02
UT4
0.02
UT4
0.01
UT4
0.01
UT4
0.00
UT4
0.01
UT4
0.01
UT4
0.01
UT4
0.01
UT4
0.01
UT4
0.01
UT4
0.08
UT4
0.01
UT4
0.02
UT4
0.01
UT4
0.01
UT4
0.00
UT4
0.01
UT4
0.01
1120
0.14
1120
0.06
1120
0.03
1120
0.02
1120
0.01
1120
0.01
1120
0.02
1120
0.01
Bankfull
TravisCreek -Bed
Shear Report.txt
0.002427
0.04
0.03
0.000173
0.0117
2x Bankfull
1226
100 Yr
Exist
204.00
604.64
0.03
0.02
0.000106
0.0158
0.01
1166
Bankfull
Prop
24.20
600.91
0.11
0.06
0.001928
0.0030
5 Yr
1166
Bankfull
Exist
24.20
600.74
0.04
0.01
0.000484
0.0065
1166
2x Bankfull
Prop
48.40
601.80
0.03
0.02
0.000282
0.0030
1166
2x Bankfull
Exist
48.40
601.83
0.02
0.01
0.000122
0.0065
1166
2 Yr
Prop
27.00
601.55
0.02
0.01
0.000177
0.0030
1166
2 Yr
Exist
27.00
601.55
0.01
0.00
0.000069
0.0065
1166
5 Yr
Prop
56.00
602.26
0.02
0.01
0.000133
0.0030
1166
5 Yr
Exist
56.00
602.31
0.01
0.01
0.000069
0.0065
1166
10 Yr
Prop
85.00
602.83
0.02
0.01
0.000115
0.0030
1166
10 Yr
Exist
85.00
602.87
0.02
0.01
0.000071
0.0065
1166
100 Yr
Prop
204.00
604.58
0.02
0.02
0.000084
0.0030
1166
100 Yr
Exist
204.00
604.63
0.02
0.01
0.000064
0.0065
1120
0.14
1120
0.06
1120
0.03
1120
0.02
1120
0.01
1120
0.01
1120
0.02
1120
0.01
Bankfull
Prop
0.04
0.002427
Bankfull
Exist
0.01
0.000548
2x Bankfull
Prop
0.02
0.000243
2x Bankfull
Exist
0.01
0.000134
2 Yr
Prop
0.01
0.000143
2 Yr
Exist
0.00
0.000073
5 Yr
Prop
0.01
0.000121
5 Yr
Exist
0.01
0.000076
Page 54
24.20 600.80
0.0036
24.20 600.71
0.0249
48.40 601.79
0.0036
48.40 601.82
0.0249
27.00 601.54
0.0036
27.00 601.55
0.0249
56.00 602.26
0.0036
56.00 602.30
0.0249
G ..
0.90
0.61
0.54
0.44
0.39
0.31
0.43
0.37
0.47
0.42
0.55
0.52
1.05
0.72
0.53
0.50
0.37
0.34
0.43
0.42

UT4
0.01
UT4
0.01
UT4
0.01
UT4
0.01
UT4
0.17
UT4
0.00
UT4
0.02
UT4
0.01
UT4
0.01
UT4
0.00
UT4
0.01
UT4
0.00
UT4
0.01
UT4
0.00
UT4
0.01
UT4
0.01
Main Upper
Main Upper
Main Upper
Main Upper
Main Upper
Main Upper
1120
0.02
1120
0.02
1120
0.02
1120
0.02
1067
0.41
1067
0.04
1067
0.04
1067
0.02
1067
0.02
1067
0.01
1067
0.02
1067
0.01
1067
0.02
1067
0.02
1067
0.02
1067
0.02
23036
0.41
23036
0.39
23036
0.92
23036
0.90
23036
0.66
23036
TravisCreek -Bed Shear Report.txt
10 Yr
Prop
85.00
602.82
0.01
0.000109
0.0036
10 Yr
Exist
85.00
602.86
0.01
0.000077
0.0249
100 Yr
Prop
204.00
604.57
0.02
0.000085
0.0036
100 Yr
Exist
204.00
604.63
0.01
0.000069
0.0249
Bankfull
Prop
24.20
600.57
0.06
0.007549
0.0000
Bankfull
Exist
24.20
600.69
0.00
0.000323
0.0000
2x Bankfull
Prop
48.40
601.77
0.02
0.000275
0.0000
2x Bankfull
Exist
48.40
601.81
0.01
0.000118
0.0000
2 Yr
Prop
27.00
601.54
0.01
0.000174
0.0000
2 Yr
Exist
27.00
601.54
0.00
0.000065
0.0000
5 Yr
Prop
56.00
602.25
0.01
0.000119
0.0000
5 Yr
Exist
56.00
602.30
0.01
0.000065
0.0000
10 Yr
Prop
85.00
602.81
0.01
0.000103
0.0000
10 Yr
Exist
85.00
602.86
0.01
0.000066
0.0000
100 Yr
Prop
204.00
604.57
0.01
0.000069
0.0000
100 Yr
Exist
204.00
604.63
0.01
0.000054
0.0000
Bankfull Prop
0.002059
Bankfull Exist
0.001921
2x Bankfull Prop
0.004711
2x Bankfull Exist
0.004585
2 Yr Prop
0.003406
2 Yr Exist
Page 55
231.00 600.55
0.0000
231.00 600.64
0.0000
462.00 601.65
0.0000
462.00 601.70
0.0000
370.00 601.45
0.0000
370.00 601.45
0.47
0.46
0.57
0.57
1.76
0.60
0.59
0.48
0.44
0.34
0.45
0.39
0.47
0.44
0.52
0.50
2.18
2.12
3.26
3.21
2.77
2.76

Main Upper
Main Upper
Main Upper
Main Upper
Main Upper
Main Upper
Main Upper
Main Upper
Main Upper
Main Upper
Main Upper
Main Upper
Main Upper
Main Upper
Main Upper
Main Upper
Main Upper
Main Upper
Main 2
Main 2
Main 2
0.13
0.66
23036
1.39
23036
1.34
23036
1.73
23036
1.68
23036
3.31
23036
3.22
23026
0.41
23026
0.39
23026
0.95
23026
0.92
23026
0.68
23026
0.68
23026
1.46
23026
1.41
23026
1.83
23026
1.78
23026
3.65
23026
3.53
22822
0.53
22822
0.51
22822
0.88
TravisCreek -Bed Shear Report.txt
Bankfull Prop
0.002606
Bankfull Exist
0.002434
2x Bankfull Prop
0.14 0.003420
Page 56
241.00 600.50
0.0003
241.00 600.59
0.0003
481.00 601.61
0.0003
4.02
3.96
4.55
4.49
6.51
6.43
2.19
2.14
3.31
3.26
2.80
2.79
4.12
4.05
4.67
4.61
6.82
6.71
2.50
2.44
3.33
0.003389
0.0000
5 Yr
Prop
650.00
602.11
0.006791
0.0000
5 Yr
Exist
650.00
602.17
0.006516
0.0000
10 Yr
Prop
850.00
602.66
0.007860
0.0000
10 Yr
Exist
850.00
602.71
0.007600
0.0000
100 Yr
Prop
1800.00
604.34
0.012334
0.0000
100 Yr
Exist
1800.00
604.40
0.011923
0.0000
Bankfull
Prop
231.00
600.53
0.002095
0.0000
Bankfull
Exist
231.00
600.62
0.001952
0.0000
2x Bankfull
Prop
462.00
601.60
0.004862
0.0000
2x Bankfull
Exist
462.00
601.65
0.004729
0.0000
2 Yr
Prop
370.00
601.41
0.003477
0.0000
2 Yr
Exist
370.00
601.42
0.003460
0.0000
5 Yr
Prop
650.00
602.02
0.007240
0.0000
5 Yr
Exist
650.00
602.09
0.006920
0.0000
10 Yr
Prop
850.00
602.55
0.008452
0.0000
10 Yr
Exist
850.00
602.61
0.008143
0.0000
100 Yr
Prop
1800.00
604.12
0.013949
0.0000
100 Yr
Exist
1800.00
604.20
0.013377
0.0000
Bankfull Prop
0.002606
Bankfull Exist
0.002434
2x Bankfull Prop
0.14 0.003420
Page 56
241.00 600.50
0.0003
241.00 600.59
0.0003
481.00 601.61
0.0003
4.02
3.96
4.55
4.49
6.51
6.43
2.19
2.14
3.31
3.26
2.80
2.79
4.12
4.05
4.67
4.61
6.82
6.71
2.50
2.44
3.33

Main 2
0.12
Main 2
0.10
Main 2
0.10
Main 2
0.16
Main 2
0.15
Main 2
0.22
Main 2
0.22
Main 2
0.39
Main 2
0.38
Main 2
Main 2
Main 2
0.16
Main 2
0.16
Main 2
0.12
Main 2
0.12
Main 2
0.25
Main 2
0.24
Main 2
0.35
Main 2
0.33
Main 2
0.52
Main 2
0.50
22822
0.83
22822
0.79
22822
0.78
22822
0.99
22822
0.93
22822
1.08
22822
1.03
22822
1.18
22822
1.13
22728
0.70
22728
0.66
22728
1.06
22728
0.95
22728
1.13
22728
1.12
22728
1.14
22728
1.02
22728
1.22
22728
1.13
22728
1.33
22728
1.27
TravisCreek -Bed Shear Report.txt
2x Bankfull
Exist
481.00
601.66
0.14
0.003212
0.0003
2 Yr
Prop
380.00
601.37
0.05
0.003220
0.0003
2 Yr
Exist
380.00
601.38
0.05
0.003195
0.0003
5 Yr
Prop
650.00
602.08
0.23
0.003502
0.0003
5 Yr
Exist
650.00
602.14
0.23
0.003246
0.0003
10 Yr
Prop
900.00
602.65
0.34
0.003443
0.0003
10 Yr
Exist
900.00
602.70
0.33
0.003244
0.0003
100 Yr
Prop
1900.00
604.41
0.55
0.002872
0.0003
100 Yr
Exist
1900.00
604.48
0.53
0.002730
0.0003
Bankfull
Prop
241.00
600.19
0.003420
0.0052
Bankfull
Exist
241.00
600.30
0.003164
0.0052
2x Bankfull
Prop
481.00
601.24
0.23
0.004320
0.0052
2x Bankfull
Exist
481.00
601.33
0.22
0.003818
0.0052
2 Yr
Prop
380.00
600.94
0.004896
0.0052
2 Yr
Exist
380.00
600.95
0.004844
0.0052
5 Yr
Prop
650.00
601.71
0.34
0.004246
0.0052
5 Yr
Exist
650.00
601.82
0.32
0.003735
0.0052
10 Yr
Prop
900.00
602.29
0.46
0.004111
0.0052
10 Yr
Exist
900.00
602.38
0.43
0.003760
0.0052
100 Yr
Prop
1900.00
604.12
0.70
0.003456
0.0052
100 Yr
Exist
1900.00
604.20
0.67
0.003246
0.0052
Main 2 22638 Bankfull Prop
Page 57
241.00 599.84
3.25
3.12
3.12
3.59
3.49
3.82
3.73
4.18
4.10
2.85
2.78
3.63
3.45
3.71
3.70
3.82
3.63
4.02
3.88
4.39
4.29
2.91

Main 2
Main 2
0.23
Main 2
0.20
Main 2
0.22
Main 2
0.17
Main 2
0.29
Main 2
0.25
Main 2
0.35
Main 2
0.32
Main 2
0.43
Main 2
0.40
Main 2
Main 2
0.01
Main 2
0.15
Main 2
0.11
Main 2
0.09
Main 2
0.10
Main 2
0.20
Main 2
0.19
Main 2
0.31
Main 2
0.28
Main 2
0.43
0.76
22638
0.69
22638
0.82
22638
0.68
22638
1.00
22638
0.70
22638
0.85
22638
0.72
22638
0.91
22638
0.83
22638
1.05
22638
0.99
22541
0.68
22541
0.59
22541
0.97
22541
0.77
22541
0.89
22541
0.70
22541
1.10
22541
0.85
22541
1.18
22541
1.01
22541
1.19
TravisCreek -Bed Shear Report.txt
Page 58
2.77
3.14
2.88
3.41
2.88
3.25
3.02
3.45
3.30
3.91
3.80
2.77
2.60
3.43
3.08
3.23
2.90
3.72
3.30
3.92
3.65
4.17
0.004354
- 0.0004
Bankfull
Exist
241.00
599.99
0.003805
- 0.0004
2x Bankfull
Prop
481.00
600.91
0.22
0.003713
- 0.0004
2x Bankfull
Exist
481.00
601.06
0.20
0.002972
- 0.0004
2 Yr
Prop
380.00
600.52
0.005026
- 0.0004
2 Yr
Exist
380.00
600.66
0.15
0.003407
- 0.0004
5 Yr
Prop
650.00
601.41
0.29
0.003389
- 0.0004
5 Yr
Exist
650.00
601.56
0.26
0.002786
- 0.0004
10 Yr
Prop
900.00
602.00
0.38
0.003207
- 0.0004
10 Yr
Exist
900.00
602.11
0.36
0.002855
- 0.0004
100 Yr
Prop
1900.00
603.86
0.56
0.002696
- 0.0004
100 Yr
Exist
1900.00
603.96
0.53
0.002500
- 0.0004
Bankfull
Prop
241.00
599.46
0.003715
0.0000
Bankfull
Exist
241.00
599.67
0.003108
0.0000
2x Bankfull
Prop
481.00
600.48
0.33
0.004328
0.0000
2x Bankfull
Exist
481.00
600.73
0.29
0.003238
0.0000
2 Yr
Prop
380.00
600.09
0.25
0.004286
0.0000
2 Yr
Exist
380.00
600.33
0.23
0.003242
0.0000
5 Yr
Prop
650.00
600.98
0.43
0.004377
0.0000
5 Yr
Exist
650.00
601.24
0.36
0.003204
0.0000
10 Yr
Prop
900.00
601.59
0.52
0.004127
0.0000
10 Yr
Exist
900.00
601.77
0.46
0.003408
0.0000
100 Yr
Prop
1900.00
603.56
0.64
0.003042
0.0000
Page 58
2.77
3.14
2.88
3.41
2.88
3.25
3.02
3.45
3.30
3.91
3.80
2.77
2.60
3.43
3.08
3.23
2.90
3.72
3.30
3.92
3.65
4.17

Main 2
0.41
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
1163
0.00
1163
0.00
1163
0.00
1163
0.00
1163
0.00
1163
0.00
1163
0.00
1163
0.00
1163
Bankfull
TravisCreek -Bed
Shear Report.txt
0.000019
22541
100 Yr
Exist
1900.00
603.69
1.09
0.59
0.002716
0.0000
Exist
1207
Bankfull
Prop
7.80
599.55
0.01
0.01
0.000071
0.0111
0.000008
1207
Bankfull
Exist
7.80
599.77
0.01
0.00
0.000058
0.0086
Prop
1207
2x Bankfull
Prop
15.60
600.60
0.01
0.00
0.000059
0.0111
1207
2x Bankfull
Exist
15.60
600.84
0.01
0.00
0.000035
0.0086
1207
2 Yr
Prop
9.00
600.20
0.01
0.00
0.000040
0.0111
1207
2 Yr
Exist
9.00
600.43
0.00
0.00
0.000026
0.0086
1207
5 Yr
Prop
19.00
601.11
0.01
0.00
0.000029
0.0111
1207
5 Yr
Exist
19.00
601.36
0.00
0.00
0.000019
0.0086
1207
10 Yr
Prop
28.00
601.73
0.01
0.00
0.000022
0.0111
1207
10 Yr
Exist
28.00
601.90
0.01
0.00
0.000018
0.0086
1207
100 Yr
Prop
68.00
603.71
0.01
0.00
0.000014
0.0111
1207
100 Yr
Exist
68.00
603.83
0.01
0.00
0.000013
0.0086
1163
0.00
1163
0.00
1163
0.00
1163
0.00
1163
0.00
1163
0.00
1163
0.00
1163
0.00
1163
Bankfull
Prop
0.00
0.000019
Bankfull
Exist
0.00
0.000020
2x Bankfull
Prop
0.00
0.000016
2x Bankfull
Exist
0.00
0.000012
2 Yr
Prop
0.00
0.000011
2 Yr
Exist
0.00
0.000008
5 Yr
Prop
0.00
0.000012
5 Yr
Exist
0.00
0.000009
10 Yr
Prop
Page 59
7.80 599.55
0.0102
7.80 599.77
0.0089
15.60 600.60
0.0102
15.60 600.84
0.0089
9.00 600.20
0.0102
9.00 600.43
0.0089
19.00 601.11
0.0102
19.00 601.36
0.0089
28.00 601.73
•:
0.26
0.30
0.33
0.30
0.24
0.24
0.26
0.24
0.25
0.25
0.27
0.27
0.16
0.19
0.19
0.18
0.14
0.14
0.18
0.17
0.20

0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
0.00
1163
0.00
1163
0.00
1163
0.00
1107
0.00
1107
0.00
1107
0.00
1107
0.00
1107
0.00
1107
0.00
1107
0.00
1107
0.00
1107
0.00
1107
0.00
1107
0.00
1107
0.00
1077
0.00
1077
0.00
1077
0.00
1077
0.00
1077
0.00
1077
0.00
TravisCreek -Bed Shear Report.txt
0.00
0.000012
0.0102
10 Yr
Exist
28.00
601.90
0.00
0.000010
0.0089
100 Yr
Prop
68.00
603.70
0.00
0.000012
0.0102
100 Yr
Exist
68.00
603.83
0.00
0.000011
0.0089
Bankfull
Prop
7.80
599.55
0.00
0.000005
0.0073
Bankfull
Exist
7.80
599.77
0.00
0.000002
0.0147
2x Bankfull
Prop
15.60
600.60
0.00
0.000003
0.0073
2x Bankfull
Exist
15.60
600.84
0.00
0.000002
0.0147
2 Yr
Prop
9.00
600.20
0.00
0.000002
0.0073
2 Yr
Exist
9.00
600.43
0.00
0.000001
0.0147
5 Yr
Prop
19.00
601.11
0.00
0.000002
0.0073
5 Yr
Exist
19.00
601.36
0.00
0.000001
0.0147
10 Yr
Prop
28.00
601.73
0.00
0.000002
0.0073
10 Yr
Exist
28.00
601.90
0.00
0.000002
0.0147
100 Yr
Prop
68.00
603.70
0.00
0.000003
0.0073
100 Yr
Exist
68.00
603.83
0.00
0.000002
0.0147
Bankfull Prop
0.00 0.000003
Bankfull Exist
0.00 0.000005
2x Bankfull Prop
0.00 0.000003
2x Bankfull Exist
0.00 0.000003
2 Yr Prop
0.00 0.000002
2 Yr Exist
0.00 0.000002
Page 60
7.80 599.55
0.0000
7.80 599.76
0.0000
15.60 600.60
0.0000
15.60 600.84
0.0000
9.00 600.20
0.0000
9.00 600.43
0.0000
0.20
0.26
0.26
0.09
0.07
0.09
0.08
0.07
0.06
0.09
0.07
0.10
0.09
0.13
0.13
0.08
0.09
0.10
0.09
0.08
0.07

UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT3
0.00
UT1 -Upper
0.15
UT1 -Upper
UT1 -Upper
0.34
UT1 -Upper
UT1 -Upper
0.18
UT1 -Upper
UT1 -Upper
0.38
UT1 -Upper
UT1 -Upper
0.51
UT1 -Upper
UT1 -Upper
0.85
UT1 -Upper
UT1 -Upper
UT1 -Upper
UT1 -Upper
0.37
UT1 -Upper
1077
0.00
1077
0.00
1077
0.00
1077
0.00
1077
0.00
1077
0.00
2311
0.57
2311
0.53
2311
0.87
2311
0.77
2311
0.57
2311
0.59
2311
0.90
2311
0.83
2311
1.02
2311
1.02
2311
1.39
2311
1.59
2251
1.73
2251
1.25
2251
1.44
2251
TravisCreek -Bed Shear Report.txt
5 Yr
Prop
19.00
601.11
0.00
0.000003
0.0000
5 Yr
Exist
19.00
601.36
0.00
0.000002
0.0000
10 Yr
Prop
28.00
601.73
0.00
0.000003
0.0000
10 Yr
Exist
28.00
601.90
0.00
0.000003
0.0000
100 Yr
Prop
68.00
603.70
0.00
0.000003
0.0000
100 Yr
Exist
68.00
603.83
0.00
0.000003
0.0000
Bankfull
Prop
15.10
615.35
0.15
0.012601
0.0245
Bankfull
Exist
15.10
614.49
0.009917
0.0030
2x Bankfull
Prop
30.20
615.52
0.34
0.015610
0.0245
2x Bankfull
Exist
30.20
615.03
0.011455
0.0030
2 Yr
Prop
18.00
615.41
0.18
0.011730
0.0245
2 Yr
Exist
18.00
614.62
0.010300
0.0030
5 Yr
Prop
35.00
615.58
0.38
0.015070
0.0245
5 Yr
Exist
35.00
615.15
0.011872
0.0030
10 Yr
Prop
51.00
615.74
0.51
0.014766
0.0245
10 Yr
Exist
51.00
615.50
0.012871
0.0030
100 Yr
Prop
116.00
616.23
0.85
0.014139
0.0245
100 Yr
Exist
116.00
616.42
0.015349
0.0030
Bankfull Prop
0.053175
Bankfull Exist
0.031685
2x Bankfull Prop
0.40 0.028665
2x Bankfull Exist
Page 61
15.10 613.86
0.0265
15.10 613.43
0.0482
30.20 614.22
0.0265
30.20 613.82
0.10
0.09
0.11
0.10
0.15
0.14
2.02
2.00
2.58
2.49
2.04
2.12
2.63
2.61
2.88
2.95
3.56
3.85
3.32
2.91
3.26
3.51

3.54
3.05
3.45
3.65
3.87
4.05
4.99
4.62
2.04
4.36
3.05
5.01
2.14
4.52
3.13
5.16
3.44
5.60
4.34
6.65
i G�
TravisCreek -Bed
Shear Report.txt
1.68
0.033275
0.0482
UT1 -Upper
2251
2 Yr
Prop
18.00
613.92
1.94
0.056152
0.0265
UT1 -Upper
2251
2 Yr
Exist
18.00
613.52
1.35
0.032091
0.0482
UT1 -Upper
2251
5 Yr
Prop
35.00
614.27
0.45
1.59
0.50
0.029929
0.0265
UT1 -Upper
2251
5 Yr
Exist
35.00
613.92
1.79
0.033508
0.0482
UT1 -Upper
2251
10 Yr
Prop
51.00
614.42
0.62
1.90
0.78
0.030513
0.0265
UT1 -Upper
2251
10 Yr
Exist
51.00
614.18
2.10
0.034372
0.0482
UT1 -Upper
2251
100 Yr
Prop
116.00
614.87
0.95
2.81
1.58
0.031462
0.0265
UT1 -Upper
2251
100 Yr
Exist
116.00
614.96
2.59
0.036297
0.0482
UT1 -Upper
2177
Bankfull
Prop
15.10
612.14
0.10
0.60
0.10
0.013757
0.0266
UT1 -Upper
2177
Bankfull
Exist
15.10
609.58
2.97
0.088234
0.0540
UT1 -Upper
2177
2x Bankfull
Prop
30.20
612.27
0.36
1.26
0.36
0.024674
0.0266
UT1 -Upper
2177
2x Bankfull
Exist
30.20
609.95
3.57
0.080565
0.0540
UT1 -Upper
2177
2 Yr
Prop
18.00
612.20
0.14
0.64
0.14
0.013621
0.0266
UT1 -Upper
2177
2 Yr
Exist
18.00
609.67
3.11
0.086067
0.0540
UT1 -Upper
2177
5 Yr
Prop
35.00
612.33
0.43
1.30
0.42
0.023717
0.0266
UT1 -Upper
2177
5 Yr
Exist
35.00
610.04
3.71
0.078925
0.0540
UT1 -Upper
2177
10 Yr
Prop
51.00
612.49
0.63
1.49
0.59
0.023141
0.0266
UT1 -Upper
2177
10 Yr
Exist
51.00
610.30
4.14
0.075068
0.0540
UT1 -Upper
2177
100 Yr
Prop
116.00
612.97
1.10
2.09
0.91
0.022384
0.0266
UT1 -Upper
2177
100 Yr
Exist
116.00
611.05
5.19
0.065597
0.0540
UT1 -Upper
2104
Bankfull
Prop
15.10
609.86
2.63
0.089041
0.0256
Page 62
3.54
3.05
3.45
3.65
3.87
4.05
4.99
4.62
2.04
4.36
3.05
5.01
2.14
4.52
3.13
5.16
3.44
5.60
4.34
6.65
i G�

TravisCreek -Bed Shear Report.txt
UT1 -Upper
2104
Bankfull
Exist
15.10
605.78
2.99
1.29
0.030658
0.0346
UT1 -Upper
2104
2x Bankfull
Prop
30.20
610.25
3.20
0.30
1.44
0.29
0.031125
0.0256
UT1 -Upper
2104
2x Bankfull
Exist
30.20
606.22
3.56
1.68
0.030255
0.0346
UT1 -Upper
2104
2 Yr
Prop
18.00
609.93
4.14
2.72
0.085509
0.0256
UT1 -Upper
2104
2 Yr
Exist
18.00
605.88
3.12
1.37
0.030384
0.0346
UT1 -Upper
2104
5 Yr
Prop
35.00
610.28
3.39
0.38
1.59
0.37
0.033335
0.0256
UT1 -Upper
2104
5 Yr
Exist
35.00
606.33
3.70
1.77
0.030286
0.0346
UT1 -Upper
2104
10 Yr
Prop
51.00
610.36
3.82
0.61
1.96
0.58
0.036926
0.0256
UT1 -Upper
2104
10 Yr
Exist
51.00
606.60
4.22
2.21
0.033272
0.0346
UT1 -Upper
2104
100 Yr
Prop
116.00
610.59
5.12
1.44
3.26
1.36
0.049083
0.0256
UT1 -Upper
2104
100 Yr
Exist
116.00
607.40
5.37
3.24
0.036322
0.0346
UT1 -Upper
2052
Bankfull
Prop
15.10
608.66
1.84
0.13
0.48
0.06
0.010221
0.0199
UT1 -Upper
2052
Bankfull
Exist
15.10
604.15
3.15
1.41
0.031447
0.0323
UT1 -Upper
2052
2x Bankfull
Prop
30.20
608.83
2.30
0.28
0.69
0.15
0.012264
0.0199
UT1 -Upper
2052
2x Bankfull
Exist
30.20
604.70
3.43
1.57
0.029031
0.0323
UT1 -Upper
2052
2 Yr
Prop
18.00
608.69
2.02
0.17
0.57
0.08
0.011741
0.0199
UT1 -Upper
2052
2 Yr
Exist
18.00
604.27
3.27
1.48
0.031179
0.0323
UT1 -Upper
2052
5 Yr
Prop
35.00
608.88
2.36
0.31
0.72
0.17
0.012060
0.0199
UT1 -Upper
2052
5 Yr
Exist
35.00
604.83
3.46
1.57
0.028013
0.0323
UT1 -Upper
2052
10 Yr
Prop
51.00
609.01
2.58
0.41
0.83
0.22
0.012290
0.0199
UT1 -Upper
2052
10 Yr
Exist
51.00
605.20
3.57
1.58
0.023901
0.0323
UT1 -Upper
2052
100 Yr
Prop
116.00
609.36
3.33
0.76
1.26
0.47
0.014333
0.0199
UT1 -Upper
2052
100 Yr
Exist
116.00
606.11
4.19
Page 63

UT1 -Upper
UT1 -Upper
UT1 -Upper
0.33
UT1 -Upper
UT1 -Upper
0.13
UT1 -Upper
UT1 -Upper
0.40
UT1 -Upper
UT1 -Upper
0.58
UT1 -Upper
UT1 -Upper
0.94
UT1 -Upper
UT1 -Upper
UT1 -Upper
UT1 -Upper
0.25
UT1 -Upper
UT1 -Upper
UT1 -Upper
UT1 -Upper
0.32
UT1 -Upper
UT1 -Upper
0.53
TravisCreek -Bed Shear Report.txt
1.95 0.021100 0.0323
1981
1.32
1981
1.45
1981
1.21
1981
1.90
1981
1.05
1981
1.54
1981
1.32
1981
2.05
1981
1.51
1981
2.38
1981
1.71
1981
2.87
1924
0.90
1924
0.31
1924
1.55
1924
0.43
1924
1.30
1924
0.33
1924
1.55
1924
0.47
1924
1.74
Bankfull
Prop
0.12
0.036919
Bankfull
Exist
0.029590
2x Bankfull
Prop
0.08
0.025951
2x Bankfull
Exist
2 Yr
0.029830
2 Yr
Prop
2 Yr
0.026482
2 Yr
Exist
5 Yr
0.029276
5 Yr
Prop
0.12
0.027318
5 Yr
Exist
10 Yr
0.030432
10 Yr
Prop
0.23
0.027633
10 Yr
Exist
0.033853
100 Yr
Prop
0.45
0.022406
100 Yr
Exist
0.034270
Bankfull
Prop
0.12
0.022937
Bankfull
Exist
0.005327
2x Bankfull Prop
0.32
0.032309
2x Bankfull Exist
0.006003
2 Yr
Prop
0.16
0.033374
2 Yr
Exist
0.005470
5 Yr
Prop
0.35
0.030472
5 Yr
Exist
0.006234
10 Yr
Prop
0.45
0.030238
Page 64
15.10 607.32
0.0282
15.10 601.98
0.0174
30.20 607.55
0.0282
30.20 602.55
0.0174
18.00 607.43
0.0282
18.00 602.12
0.0174
35.00 607.59
0.0282
35.00 602.69
0.0174
51.00 607.69
0.0282
51.00 603.08
0.0174
116.00 608.05
0.0282
116.00 604.10
0.0174
15.10 605.71
0.0281
15.10 601.47
0.0084
30.20 605.86
0.0281
30.20 602.03
0.0084
18.00 605.71
0.0281
18.00 601.60
0.0084
35.00 605.91
0.0281
35.00 602.15
0.0084
51.00 606.02
0.0281
2.94
3.25
2.94
3.89
2.67
3.39
3.10
4.06
3.38
4.42
3.79
4.99
2.46
1.53
3.35
1.88
2.95
1.61
3.38
1.97
3.66

UT1 -Upper
UT1 -Upper
1.31
UT1 -Upper
UT1 -Upper
0.08
UT1 -Upper
UT1 -Upper
0.39
UT1 -Upper
UT1 -Upper
0.18
UT1 -Upper
UT1 -Upper
0.47
UT1 -Upper
UT1 -Upper
0.67
UT1 -Upper
UT1 -Upper
0.98
UT1 -Upper
UT1 -Upper
UT1 -Upper
UT1 -Upper
0.11
UT1 -Upper
UT1 -Upper
UT1 -Upper
UT1 -Upper
1924
0.57
1924
2.98
1924
0.84
1867
1.60
1867
0.25
1867
1.49
1867
0.34
1867
1.19
1867
0.27
1867
1.65
1867
0.36
1867
1.89
1867
0.42
1867
1.90
1867
0.62
1806
0.65
1806
0.75
1806
0.83
1806
1.19
1806
0.72
1806
0.84
1806
TravisCreek
10 Yr
100 Yr
0.93
100 Yr
-Bed Shear R
Exist
0.006750
Prop
0.041225
Exist
0.007575
Bankfull
Prop
0.08
0.044346
Bankfull
Exist
0.004843
2x Bankfull
Prop
0.35
0.032408
2x Bankfull
Exist
2 Yr
0.005268
2 Yr
Prop
0.18
0.029415
2 Yr
Exist
5 Yr
0.004959
5 Yr
Prop
0.42
0.035010
5 Yr
Exist
0.005290
10 Yr
Prop
0.59
0.036048
10 Yr
Exist
0.005330
100 Yr
Prop
0.92
0.026501
100 Yr
Exist
0.005713
Bankfull
Prop
0.23
0.017551
Bankfull
Exist
0.015896
2x Bankfull Prop
0.40
0.017072
2x Bankfull Exist
0.020421
2 Yr
Prop
0.28
0.018269
2 Yr
Exist
0.016792
5 Yr
Prop
Page 65
eport.txt
51.00 602.51
0.0084
116.00 606.26
0.0281
116.00 603.49
0.0084
15.10 603.87
0.0280
15.10 601.19
- 0.0013
30.20 604.03
0.0280
30.20 601.71
- 0.0013
18.00 603.94
0.0280
18.00 601.31
- 0.0013
35.00 604.06
0.0280
35.00 601.84
- 0.0013
51.00 604.14
0.0280
51.00 602.18
- 0.0013
116.00 604.47
0.0280
116.00 603.14
- 0.0013
15.10 602.32
0.0221
15.10 600.64
0.0090
30.20 602.53
0.0221
30.20 601.04
0.0090
18.00 602.37
0.0221
18.00 600.74
0.0090
35.00 602.57
2.23
4.96
2.84
3.24
1.37
3.25
1.63
2.84
1.43
3.45
1.71
3.75
1.90
3.95
2.42
2.08
2.32
2.46
3.03
2.21
2.47
2.60

0.16
UT1 -Upper
UT1 -Upper
0.29
UT1 -Upper
UT1 -Upper
0.75
UT1 -Upper
UT1 -Upper
0.16
UT1 -Upper
UT1 -Upper
0.56
UT1 -Upper
UT1 -Upper
0.27
UT1 -Upper
UT1 -Upper
0.56
UT1 -Upper
UT1 -Upper
0.67
UT1 -Upper
UT1 -Upper
0.79
UT1 -Upper
0.03
UT1 -Upper
0.05
UT1 -Upper
UT1 -Upper
0.12
UT1 -Upper
0.92
1806
1.32
1806
1.02
1806
1.66
1806
1.67
1806
2.96
1767
1.25
1767
0.41
1767
1.65
1767
0.54
1767
1.26
1767
0.44
1767
1.60
1767
0.58
1767
1.87
1767
0.67
1767
1.89
1767
0.87
1724
0.91
1724
1.05
1724
1.09
1724
1.01
TravisCreek -Bed Shear Report.txt
0.45
0.018060
0.0221
5 Yr
Exist
35.00
601.13
0.021653
0.0090
10 Yr
Prop
51.00
602.70
0.54
0.017342
0.0221
10 Yr
Exist
51.00
601.41
0.024192
0.0090
100 Yr
Prop
116.00
603.01
0.92
0.021615
0.0221
100 Yr
Exist
116.00
602.09
0.033464
0.0090
Bankfull
Prop
15.10
601.35
0.15
0.031740
0.0323
Bankfull
Exist
15.10
600.17
0.010403
0.0174
2x Bankfull
Prop
30.20
601.55
0.31
0.032127
0.0323
2x Bankfull
Exist
30.20
600.54
0.010486
0.0174
2 Yr
Prop
18.00
601.42
0.13
0.029132
0.0323
2 Yr
Exist
18.00
600.26
0.010534
0.0174
5 Yr
Prop
35.00
601.62
0.34
0.028980
0.0323
5 Yr
Exist
35.00
600.63
0.010372
0.0174
10 Yr
Prop
51.00
601.75
0.46
0.029696
0.0323
10 Yr
Exist
51.00
600.91
0.010329
0.0174
100 Yr
Prop
116.00
602.15
0.74
0.021752
0.0323
100 Yr
Exist
116.00
601.67
0.10
0.009270
0.0174
Bankfull Prop
0.05 0.023367
Bankfull Exist
0.029214
2x Bankfull Prop
0.37 0.018831
2x Bankfull Exist
0.021069
Page 66
15.10 600.22
0.0130
15.10 599.40
0.0224
30.20 600.53
0.0130
30.20 599.87
0.0224
3.21
2.81
3.68
3.76
5.11
2.90
1.65
3.49
2.01
2.96
1.73
3.48
2.09
3.84
2.31
4.08
2.81
2.47
2.63
2.89
2.70

TravisCreek -Bed Shear Report.txt
UT1 -Upper
1724
2 Yr
Prop
18.00
600.27
2.69
0.12
1.05
0.13
0.025134
0.0130
UT1 -Upper
1724
2 Yr
Exist
18.00
599.51
2.63
1.03
0.026556
0.0224
UT1 -Upper
1724
5 Yr
Prop
35.00
600.57
3.14
0.17
1.26
0.45
0.020981
0.0130
UT1 -Upper
1724
5 Yr
Exist
35.00
599.96
2.78
1.06
0.021011
0.0224
UT1 -Upper
1724
10 Yr
Prop
51.00
600.77
3.31
0.28
1.32
0.41
0.018372
0.0130
UT1 -Upper
1724
10 Yr
Exist
51.00
600.22
3.03
1.22
0.022501
0.0224
UT1 -Upper
1724
100 Yr
Prop
116.00
600.95
4.74
0.73
2.60
0.73
0.031256
0.0130
UT1 -Upper
1724
100 Yr
Exist
116.00
600.42
5.56
4.02
0.14
0.069276
0.0224
UT1 -Upper
1648
Bankfull
Prop
15.10
599.19
1.52
0.12
0.35
0.009558
0.0139
UT1 -Upper
1648
Bankfull
Exist
15.10
598.03
2.22
0.66
0.012526
0.0170
UT1 -Upper
1648
2x Bankfull
Prop
30.20
599.30
2.14
0.27
0.66
0.10
0.015038
0.0139
UT1 -Upper
1648
2x Bankfull
Exist
30.20
598.56
2.55
0.10
0.85
0.014472
0.0170
UT1 -Upper
1648
2 Yr
Prop
18.00
599.23
1.57
0.14
0.37
0.02
0.009290
0.0139
UT1 -Upper
1648
2 Yr
Exist
18.00
598.17
2.32
0.71
0.012942
0.0170
UT1 -Upper
1648
5 Yr
Prop
35.00
599.35
2.15
0.28
0.65
0.13
0.013796
0.0139
UT1 -Upper
1648
5 Yr
Exist
35.00
598.66
2.67
0.12
0.90
0.02
0.014383
0.0170
UT1 -Upper
1648
10 Yr
Prop
51.00
599.42
2.60
0.41
0.92
0.24
0.017990
0.0139
UT1 -Upper
1648
10 Yr
Exist
51.00
598.93
2.96
0.14
1.03
0.12
0.013259
0.0170
UT1 -Upper
1648
100 Yr
Prop
116.00
599.88
2.40
0.38
0.68
0.34
0.008554
0.0139
UT1 -Upper
1648
100 Yr
Exist
116.00
599.77
2.21
0.19
0.49
0.15
0.003902
0.0170
UT1 -Upper
1602
Bankfull
Prop
15.10
598.32
2.73
0.29
1.19
0.038362
0.0134
UT1 -Upper
1602
Bankfull
Exist
15.10
597.28
2.75
Page 67

TravisCreek -Bed Shear Report.txt
0.14
1.02
0.019396
0.0055
UT1 -Upper
1602
2x Bankfull
Prop
30.20
598.63
2.26
0.32
0.71
0.07
0.015024
0.0134
UT1 -Upper
1602
2x Bankfull
Exist
30.20
597.71
3.42
0.42
1.42
0.11
0.020326
0.0055
UT1 -Upper
1602
2 Yr
Prop
18.00
598.35
2.95
0.38
1.37
0.042262
0.0134
UT1 -Upper
1602
2 Yr
Exist
18.00
597.39
2.91
0.21
1.12
0.019980
0.0055
UT1 -Upper
1602
5 Yr
Prop
35.00
598.66
2.42
0.37
0.80
0.11
0.016333
0.0134
UT1 -Upper
1602
5 Yr
Exist
35.00
597.81
3.58
0.48
1.53
0.16
0.020301
0.0055
UT1 -Upper
1602
10 Yr
Prop
51.00
598.89
2.09
0.29
0.55
0.18
0.008773
0.0134
UT1 -Upper
1602
10 Yr
Exist
51.00
598.08
4.06
0.57
1.86
0.32
0.020853
0.0055
UT1 -Upper
1602
100 Yr
Prop
116.00
599.71
1.63
0.16
0.28
0.16
0.002448
0.0134
UT1 -Upper
1602
100 Yr
Exist
116.00
599.69
1.57
0.10
0.22
0.07
0.001301
0.0055
UT1 -Upper
1537
Bankfull
Prop
15.10
597.64
1.39
0.07
0.26
0.08
0.005289
0.0150
UT1 -Upper
1537
Bankfull
Exist
15.10
596.81
1.44
0.02
0.27
0.004549
- 0.0048
UT1 -Upper
1537
2x Bankfull
Prop
30.20
597.70
2.32
0.21
0.72
0.25
0.013425
0.0150
UT1 -Upper
1537
2x Bankfull
Exist
30.20
597.20
1.92
0.07
0.42
0.06
0.005156
- 0.0048
UT1 -Upper
1537
2 Yr
Prop
18.00
597.70
1.41
0.08
0.27
0.09
0.005002
0.0150
UT1 -Upper
1537
2 Yr
Exist
18.00
596.90
1.56
0.03
0.30
0.02
0.004711
- 0.0048
UT1 -Upper
1537
5 Yr
Prop
35.00
597.77
2.26
0.21
0.67
0.26
0.011624
0.0150
UT1 -Upper
1537
5 Yr
Exist
35.00
597.27
2.05
0.09
0.48
0.07
0.005530
- 0.0048
UT1 -Upper
1537
10 Yr
Prop
51.00
597.70
4.00
0.62
2.14
0.75
0.040315
0.0150
UT1 -Upper
1537
10 Yr
Exist
51.00
597.45
2.49
0.13
0.68
0.12
0.006975
- 0.0048
UT1 -Upper
1537
100 Yr
Prop
116.00
599.67
0.89
0.05
0.07
0.04
0.000421
0.0150
UT1 -Upper
1537
100 Yr
Exist
116.00
599.67
0.85
0.03
0.06
0.02
0.000260
- 0.0048
Page 68

UT1 -Upper
UT1 -Upper
UT1 -Upper
UT1 -Upper
UT1 -Upper
UT1 -Upper
UT1 -Upper
UT1 -Upper
UT1 -Upper
0.07
UT1 -Upper
0.03
UT1 -Upper
0.01
UT1 -Upper
0.01
UT2
UT2
UT2
UT2
0.01
UT2
UT2
UT2
UT2
0.01
UT2
0.11
UT2
1487
2.61
1487
2.39
1487
0.68
1487
2.81
1487
2.73
1487
2.55
1487
0.91
1487
2.54
1487
0.19
1487
0.10
1487
0.02
1487
0.02
1672
0.54
1672
0.08
1672
0.73
1672
0.12
1672
0.57
1672
0.09
1672
0.79
1672
0.13
1672
0.84
1672
TravisCreek -Bed Shear Report.txt
Bankfull
Prop
0.088115
Bankfull
Exist
0.090185
2x Bankfull
Prop
0.35
0.018562
2x Bankfull
Exist
0.05
0.080619
2 Yr
Prop
2 Yr
0.085666
2 Yr
Exist
5 Yr
0.088466
5 Yr
Prop
0.47
0.024945
5 Yr
Exist
0.24
0.065825
10 Yr
Prop
0.12
0.002900
10 Yr
Exist
0.05
0.001040
100 Yr
Prop
0.02
0.000098
100 Yr
Exist
0.01
0.000077
Bankfull
Prop
0.025488
Bankfull
Exist
0.003490
2x Bankfull Prop
0.024608
2x Bankfull Exist
0.003768
2 Yr
Prop
0.024977
2 Yr
Exist
0.003560
5 Yr
Prop
0.024245
5 Yr
Exist
0.003796
10 Yr
Prop
0.11
0.021396
10 Yr
Exist
Page 69
15.10 596.70
0.0000
15.10 595.99
0.0000
30.20 596.93
0.0000
30.20 596.28
0.0000
18.00 596.77
0.0000
18.00 596.05
0.0000
35.00 596.93
0.0000
35.00 596.38
0.0000
51.00 597.39
0.0000
51.00 597.39
0.0000
116.00 599.66
0.0000
116.00 599.66
0.0000
3.70 612.49
0.0254
3.70 610.91
0.0049
7.40 612.69
0.0254
7.40 611.11
0.0049
4.30 612.53
0.0254
4.30 610.95
0.0049
8.80 612.75
0.0254
8.80 611.16
0.0049
13.00 612.89
0.0254
13.00 611.31
4.01
3.76
2.12
4.27
4.14
3.94
2.45
4.13
1.21
0.98
0.48
0.47
1.72
0.68
2.13
0.85
1.79
0.71
2.23
0.90
2.39
1.04

0.03 0.16
UT2 1672
0.43 1.23
UT2 1672
0.08 0.27
TravisCreek
0.01
100 Yr
0.43
100 Yr
0.06
-Bed Shear R
0.003798
Prop
0.023398
Exist
0.003875
UT2
1609
Bankfull
Prop
0.54
0.025611
UT2
1609
Bankfull
Exist
0.28
0.014816
UT2
1609
2x Bankfull
Prop
0.78
0.026667
UT2
1609
2x Bankfull
Exist
0.43
0.016197
UT2
1609
2 Yr
Prop
0.59
0.026036
UT2
1609
2 Yr
Exist
0.30
0.014680
UT2
1609
5 Yr
Prop
0.86
0.027034
UT2
1609
5 Yr
Exist
0.50
0.017395
UT2
1609
10 Yr
Prop
0.08
1.15
0.08
0.031255
UT2
1609
10 Yr
Exist
0.67
0.019850
UT2
1609
100 Yr
Prop
0.48
1.42
0.47
0.027922
UT2
1609
100 Yr
Exist
1.21
0.024636
UT2
1557
Bankfull
Prop
0.61
0.030304
UT2
1557
Bankfull
Exist
1.48
0.108763
UT2
1557
2x Bankfull
Prop
0.83
0.028796
UT2
1557
2x Bankfull
Exist
1.58
0.085507
UT2
1557
2 Yr
Prop
0.65
0.029550
UT2
1557
2 Yr
Exist
1.59
0.111146
UT2
1557
5 Yr
Prop
0.89
0.028439
Page 70
eport.txt
0.0049
31.00 613.11
0.0254
31.00 611.75
0.0049
3.70 610.89
0.0275
3.70 610.49
0.0317
7.40 611.07
0.0275
7.40 610.64
0.0317
4.30 610.92
0.0275
4.30 610.52
0.0317
8.80 611.13
0.0275
8.80 610.68
0.0317
13.00 611.24
0.0275
13.00 610.79
0.0317
31.00 611.48
0.0275
31.00 611.13
0.0317
3.70 609.44
0.0328
3.70 608.74
0.0392
7.40 609.63
0.0328
7.40 608.90
0.0392
4.30 609.47
0.0328
4.30 608.76
0.0392
8.80 609.69
0.0328
3.02
1.48
1.72
1.22
2.19
1.60
1.82
1.28
2.32
1.74
2.75
2.07
3.24
2.96
1.82
2.65
2.24
2.88
1.90
2.77
2.36

TravisCreek -Bed Shear Report.txt
UT2
1557
5 Yr
Exist
8.80
608.96
2.85
1.50
0.073504
0.0392
UT2
1557
10 Yr
Prop
13.00
609.85
2.48
0.11
0.91
0.10
0.023548
0.0328
UT2
1557
10 Yr
Exist
13.00
609.10
2.85
1.40
0.056614
0.0392
UT2
1557
100 Yr
Prop
31.00
610.05
3.21
0.44
1.40
0.35
0.027484
0.0328
UT2
1557
100 Yr
Exist
31.00
609.42
3.51
0.25
1.79
0.30
0.042652
0.0392
UT2
1497
Bankfull
Prop
3.70
607.45
1.93
0.70
0.036347
0.0447
UT2
1497
Bankfull
Exist
3.70
606.80
1.39
0.33
0.012986
0.0169
UT2
1497
2x Bankfull
Prop
7.40
607.61
2.49
1.04
0.038944
0.0447
UT2
1497
2x Bankfull
Exist
7.40
607.00
1.82
0.53
0.016952
0.0169
UT2
1497
2 Yr
Prop
4.30
607.48
2.05
0.77
0.037115
0.0447
UT2
1497
2 Yr
Exist
4.30
606.85
1.46
0.36
0.013360
0.0169
UT2
1497
5 Yr
Prop
8.80
607.67
2.64
1.15
0.039647
0.0447
UT2
1497
5 Yr
Exist
8.80
607.05
1.96
0.60
0.018248
0.0169
UT2
1497
10 Yr
Prop
13.00
607.76
3.25
1.66
0.050586
0.0447
UT2
1497
10 Yr
Exist
13.00
607.19
2.29
0.79
0.021042
0.0169
UT2
1497
100 Yr
Prop
31.00
608.03
3.72
0.44
1.92
0.54
0.039838
0.0447
UT2
1497
100 Yr
Exist
31.00
607.52
3.32
0.29
1.44
0.29
0.024986
0.0169
UT2
1465
Bankfull
Prop
3.70
606.11
2.23
0.93
0.047397
0.0273
UT2
1465
Bankfull
Exist
3.70
605.79
2.45
1.33
0.115209
0.0415
UT2
1465
2x Bankfull
Prop
7.40
606.32
2.53
1.09
0.041836
0.0273
UT2
1465
2x Bankfull
Exist
7.40
605.94
2.48
1.23
0.077583
0.0415
UT2
1465
2 Yr
Prop
4.30
606.15
2.28
Page 71

TravisCreek -Bed Shear Report.txt
0.95
0.045798
0.0273
UT2
1465
2 Yr
Exist
4.30
605.81
2.55
1.42
0.116528
0.0415
UT2
1465
5 Yr
Prop
8.80
606.39
2.62
1.14
0.040819
0.0273
UT2
1465
5 Yr
Exist
8.80
605.99
2.50
1.23
0.072215
0.0415
UT2
1465
10 Yr
Prop
13.00
606.61
2.53
0.99
0.028521
0.0273
UT2
1465
10 Yr
Exist
13.00
606.08
2.73
0.19
1.34
0.061086
0.0415
UT2
1465
100 Yr
Prop
31.00
606.88
3.08
0.31
1.30
0.32
0.026567
0.0273
UT2
1465
100 Yr
Exist
31.00
606.30
3.64
0.67
2.06
0.17
0.060055
0.0415
UT2
1417
Bankfull
Prop
3.70
604.90
1.43
0.36
0.016457
0.0285
UT2
1417
Bankfull
Exist
3.70
604.25
1.20
0.26
0.011379
0.0171
UT2
1417
2x Bankfull
Prop
7.40
605.10
1.76
0.51
0.018093
0.0285
UT2
1417
2x Bankfull
Exist
7.40
604.39
1.67
0.48
0.018258
0.0171
UT2
1417
2 Yr
Prop
4.30
604.94
1.50
0.39
0.016885
0.0285
UT2
1417
2 Yr
Exist
4.30
604.29
1.24
0.27
0.011465
0.0171
UT2
1417
5 Yr
Prop
8.80
605.15
1.86
0.56
0.018645
0.0285
UT2
1417
5 Yr
Exist
8.80
604.45
1.76
0.52
0.018708
0.0171
UT2
1417
10 Yr
Prop
13.00
605.20
2.50
0.99
0.05
0.030149
0.0285
UT2
1417
10 Yr
Exist
13.00
604.58
1.98
0.63
0.019785
0.0171
UT2
1417
100 Yr
Prop
31.00
605.50
3.27
0.24
1.47
0.39
0.029939
0.0285
UT2
1417
100 Yr
Exist
31.00
604.99
2.40
0.17
0.80
0.016884
0.0171
UT2
1376
Bankfull
Prop
3.70
603.44
2.69
1.48
0.099415
0.0414
UT2
1376
Bankfull
Exist
3.70
603.11
2.48
1.35
0.111424
0.0451
Page 72

TravisCreek -Bed Shear Report.txt
UT2
1376
2x Bankfull
Prop
7.40
603.60
3.20
1.83
0.082086
0.0414
UT2
1376
2x Bankfull
Exist
7.40
603.33
2.03
0.08
0.76
0.038152
0.0451
UT2
1376
2 Yr
Prop
4.30
603.47
2.81
1.57
0.096818
0.0414
UT2
1376
2 Yr
Exist
4.30
603.13
2.60
1.45
0.113592
0.0451
UT2
1376
5 Yr
Prop
8.80
603.66
3.32
1.90
0.077346
0.0414
UT2
1376
5 Yr
Exist
8.80
603.37
2.13
0.13
0.82
0.037799
0.0451
UT2
1376
10 Yr
Prop
13.00
603.93
2.74
0.07
1.14
0.08
0.031069
0.0414
UT2
1376
10 Yr
Exist
13.00
603.46
2.38
0.24
0.96
0.036944
0.0451
UT2
1376
100 Yr
Prop
31.00
604.12
3.59
0.47
1.79
0.52
0.037465
0.0414
UT2
1376
100 Yr
Exist
31.00
603.62
3.91
0.73
2.33
0.35
0.064935
0.0451
UT2
1333
Bankfull
Prop
3.70
601.82
1.60
0.46
0.020633
0.0329
UT2
1333
Bankfull
Exist
3.70
601.61
1.70
0.13
0.46
0.20
0.014542
0.0235
UT2
1333
2x Bankfull
Prop
7.40
602.01
2.06
0.68
0.022377
0.0329
UT2
1333
2x Bankfull
Exist
7.40
601.66
2.91
0.38
1.31
0.60
0.037598
0.0235
UT2
1333
2 Yr
Prop
4.30
601.86
1.69
0.50
0.020779
0.0329
UT2
1333
2 Yr
Exist
4.30
601.64
1.78
0.14
0.49
0.22
0.014644
0.0235
UT2
1333
5 Yr
Prop
8.80
602.07
2.19
0.76
0.022954
0.0329
UT2
1333
5 Yr
Exist
8.80
601.71
3.06
0.41
1.41
0.67
0.037707
0.0235
UT2
1333
10 Yr
Prop
13.00
602.04
3.46
1.90
0.060442
0.0329
UT2
1333
10 Yr
Exist
13.00
601.82
3.41
0.51
1.66
0.84
0.037665
0.0235
UT2
1333
100 Yr
Prop
31.00
602.38
3.27
0.48
1.45
0.48
0.028724
0.0329
UT2
1333
100 Yr
Exist
31.00
602.32
3.38
0.47
1.38
0.72
0.019080
0.0235
Page 73

2.37
2.42
2.88
1.68
2.49
2.53
3.01
1.79
2.27
2.05
3.64
3.98
1.57
1.28
1.89
2.87
1.63
1.32
2.00
2.98
3.90
3.16
TravisCreek -Bed
Shear Report.txt
UT2
1285
Bankfull
Prop
3.70
600.12
1.11
0.067527
0.0367
UT2
1285
Bankfull
Exist
3.70
600.06
1.28
0.104987
0.0409
UT2
1285
2x Bankfull
Prop
7.40
600.28
1.45
0.060422
0.0367
UT2
1285
2x Bankfull
Exist
7.40
600.33
0.50
0.08
0.021863
0.0409
UT2
1285
2 Yr
Prop
4.30
600.15
1.20
0.067228
0.0367
UT2
1285
2 Yr
Exist
4.30
600.08
1.37
0.106919
0.0409
UT2
1285
5 Yr
Prop
8.80
600.34
1.53
0.058031
0.0367
UT2
1285
5 Yr
Exist
8.80
600.37
0.55
0.11
0.022037
0.0409
UT2
1285
10 Yr
Prop
13.00
600.64
0.13
0.76
0.11
0.018469
0.0367
UT2
1285
10 Yr
Exist
13.00
600.47
0.68
0.18
0.022534
0.0409
UT2
1285
100 Yr
Prop
31.00
600.79
0.57
1.81
0.46
0.036601
0.0367
UT2
1285
100 Yr
Exist
31.00
600.56
2.44
0.77
0.070270
0.0409
UT2
1231
Bankfull
Prop
3.70
598.41
0.44
0.018690
0.0348
UT2
1231
Bankfull
Exist
3.70
598.01
0.33
0.019954
0.0386
UT2
1231
2x Bankfull
Prop
7.40
598.64
0.58
0.019190
0.0348
UT2
1231
2x Bankfull
Exist
7.40
597.98
1.67
0.108197
0.0386
UT2
1231
2 Yr
Prop
4.30
598.46
0.46
0.018546
0.0348
UT2
1231
2 Yr
Exist
4.30
598.04
0.34
0.019692
0.0386
UT2
1231
5 Yr
Prop
8.80
598.70
0.63
0.019706
0.0348
UT2
1231
5 Yr
Exist
8.80
598.02
1.76
0.106968
0.0386
UT2
1231
10 Yr
Prop
13.00
598.56
2.52
0.090512
0.0348
UT2
1231
10 Yr
Exist
13.00
598.11
1.89
0.101629
0.0386
Page 74
2.37
2.42
2.88
1.68
2.49
2.53
3.01
1.79
2.27
2.05
3.64
3.98
1.57
1.28
1.89
2.87
1.63
1.32
2.00
2.98
3.90
3.16

UT2
0.02
UT2
0.01
UT2
UT2
UT2
UT2
0.05
UT2
UT2
UT2
UT2
0.03
UT2
0.00
UT2
0.00
UT2
0.00
UT2
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
■
2.94
2.63
3.48
1.07
3.12
2.76
3.58
0.60
0.07
0.08
0.07
0.07
0.10
0.09
0.10
0.09
0.09
0.08
0.10
0.09
TravisCreek -Bed
Shear Report.txt
1231
100 Yr
Prop
31.00
599.66
0.04
0.02
0.000525
0.0348
1231
100 Yr
Exist
31.00
599.66
0.02
0.01
0.000217
0.0386
1175
Bankfull
Prop
3.70
596.26
1.70
0.100722
0.0000
1175
Bankfull
Exist
3.70
595.73
1.47
0.108459
0.0000
1175
2x Bankfull
Prop
7.40
596.43
2.18
0.098231
0.0000
1175
2x Bankfull
Exist
7.40
596.21
0.18
0.005964
0.0000
1175
2 Yr
Prop
4.30
596.28
1.88
0.105868
0.0000
1175
2 Yr
Exist
4.30
595.75
1.59
0.111581
0.0000
1175
5 Yr
Prop
8.80
596.48
2.24
0.093963
0.0000
1175
5 Yr
Exist
8.80
596.55
0.05
0.01
0.000921
0.0000
1175
10 Yr
Prop
13.00
597.39
0.00
0.00
0.000010
0.0000
1175
10 Yr
Exist
13.00
597.39
0.00
0.00
0.000007
0.0000
1175
100 Yr
Prop
31.00
599.66
0.00
0.00
0.000002
0.0000
1175
100 Yr
Exist
31.00
599.66
0.00
0.00
0.000002
0.0000
1264
Bankfull
Prop
16.30
595.03
0.00
0.00
0.000006
0.0083
1264
Bankfull
Exist
16.30
595.03
0.00
0.00
0.000005
0.0230
1264
2x Bankfull
Prop
32.60
596.22
0.00
0.00
0.000004
0.0083
1264
2x Bankfull
Exist
32.60
596.22
0.00
0.00
0.000003
0.0230
1264
2 Yr
Prop
19.00
595.51
0.00
0.00
0.000004
0.0083
1264
2 Yr
Exist
19.00
595.51
0.00
0.00
0.000003
0.0230
1264
5 Yr
Prop
36.00
596.55
0.00
0.00
0.000003
0.0083
1264
5 Yr
Exist
36.00
596.55
Page 75
■
2.94
2.63
3.48
1.07
3.12
2.76
3.58
0.60
0.07
0.08
0.07
0.07
0.10
0.09
0.10
0.09
0.09
0.08
0.10
0.09

0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
0.00
1264
0.00
1264
0.00
1264
0.00
1264
0.00
1194
0.00
1194
0.00
1194
0.00
1194
0.00
1194
0.00
1194
0.00
1194
0.00
1194
0.00
1194
0.00
1194
0.00
1194
0.00
1194
0.00
1163
0.00
1163
0.00
1163
0.00
1163
0.00
1163
0.00
TravisCreek -Bed Shear Report.txt
0.00
0.000003
0.0230
10 Yr
Prop
52.00
597.39
0.00
0.000003
0.0083
10 Yr
Exist
52.00
597.39
0.00
0.000002
0.0230
100 Yr
Prop
118.00
599.66
0.00
0.000002
0.0083
100 Yr
Exist
118.00
599.66
0.00
0.000002
0.0230
Bankfull
Prop
16.30
595.03
0.00
0.000003
0.0052
Bankfull
Exist
16.30
595.03
0.00
0.000002
0.0003
2x Bankfull
Prop
32.60
596.22
0.00
0.000002
0.0052
2x Bankfull
Exist
32.60
596.22
0.00
0.000001
0.0003
2 Yr
Prop
19.00
595.51
0.00
0.000002
0.0052
2 Yr
Exist
19.00
595.51
0.00
0.000001
0.0003
5 Yr
Prop
36.00
596.55
0.00
0.000001
0.0052
5 Yr
Exist
36.00
596.55
0.00
0.000001
0.0003
10 Yr
Prop
52.00
597.39
0.00
0.000001
0.0052
10 Yr
Exist
52.00
597.39
0.00
0.000001
0.0003
100 Yr
Prop
118.00
599.66
0.00
0.000001
0.0052
100 Yr
Exist
118.00
599.66
0.00
0.000001
0.0003
Bankfull Prop
0.00 0.000003
Bankfull Exist
0.00 0.000001
2x Bankfull Prop
0.00 0.000002
2x Bankfull Exist
0.00 0.000001
2 Yr Prop
0.00 0.000002
Page 76
16.30 595.03
0.0051
16.30 595.03
0.0091
32.60 596.22
0.0051
32.60 596.22
0.0091
19.00 595.51
0.0051
0.10
0.09
0.12
0.12
0.07
0.06
0.07
0.06
0.06
0.05
0.07
0.06
0.07
0.06
0.09
0.08
0.08
0.06
0.08
0.07
0.07

UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
UT1 -Lower
0.00
Main 3
0.05
Main 3
0.11
Main 3
1163
0.00
1163
0.00
1163
0.00
1163
0.00
1163
0.00
1163
0.00
1163
0.00
1094
0.00
1094
0.00
1094
0.00
1094
0.00
1094
0.00
1094
0.00
1094
0.00
1094
0.00
1094
0.00
1094
0.00
1094
0.00
1094
0.00
22339
0.16
22339
0.38
22339
TravisCreek -Bed Shear Report.txt
2 Yr
Exist
19.00
595.51
0.00
0.000001
0.0091
5 Yr
Prop
36.00
596.55
0.00
0.000001
0.0051
5 Yr
Exist
36.00
596.55
0.00
0.000001
0.0091
10 Yr
Prop
52.00
597.39
0.00
0.000001
0.0051
10 Yr
Exist
52.00
597.39
0.00
0.000001
0.0091
100 Yr
Prop
118.00
599.66
0.00
0.000001
0.0051
100 Yr
Exist
118.00
599.66
0.00
0.000001
0.0091
Bankfull
Prop
16.30
595.03
0.00
0.000002
0.0000
Bankfull
Exist
16.30
595.03
0.00
0.000005
0.0000
2x Bankfull
Prop
32.60
596.22
0.00
0.000001
0.0000
2x Bankfull
Exist
32.60
596.22
0.00
0.000005
0.0000
2 Yr
Prop
19.00
595.51
0.00
0.000001
0.0000
2 Yr
Exist
19.00
595.51
0.00
0.000004
0.0000
5 Yr
Prop
36.00
596.55
0.00
0.000001
0.0000
5 Yr
Exist
36.00
596.55
0.00
0.000004
0.0000
10 Yr
Prop
52.00
597.39
0.00
0.000001
0.0000
10 Yr
Exist
52.00
597.39
0.00
0.000004
0.0000
100 Yr
Prop
118.00
599.66
0.00
0.000001
0.0000
100 Yr
Exist
118.00
599.66
0.00
0.000006
0.0000
Bankfull Prop
0.07 0.000612
Bankfull Exist
0.06 0.001862
2x Bankfull Prop
Page 77
245.00 599.52
0.0019
245.00 599.70
0.0022
490.00 600.56
0.06
0.07
0.07
0.08
0.07
0.09
0.09
0.07
0.11
0.07
0.13
0.06
0.10
0.07
0.13
0.07
0.14
0.09
0.19
1.44
2.10
1.94

0.11
Main 3
0.21
Main 3
0.09
Main 3
0.18
Main 3
0.15
Main 3
0.26
Main 3
0.22
Main 3
0.35
Main 3
0.46
Main 3
0.60
Main 3
0.06
Main 3
0.09
Main 3
0.10
Main 3
0.18
Main 3
0.08
Main 3
0.15
Main 3
0.14
Main 3
0.23
Main 3
0.20
Main 3
0.32
Main 3
0.37
Main 3
0.53
0.28
22339
0.49
22339
0.24
22339
0.46
22339
0.35
22339
0.55
22339
0.46
22339
0.70
22339
0.81
22339
1.05
22239
0.19
22239
0.43
22239
0.34
22239
0.58
22239
0.29
22239
0.57
22239
0.41
22239
0.63
22239
0.52
22239
0.80
22239
0.84
22239
1.08
TravisCreek -Bed Shear Report.txt
0.14
0.000845
0.0019
2x Bankfull
Exist
490.00
600.77
0.17
0.001838
0.0022
2 Yr
Prop
390.00
600.16
0.11
0.000779
0.0019
2 Yr
Exist
390.00
600.36
0.13
0.001902
0.0022
5 Yr
Prop
650.00
601.06
0.17
0.000968
0.0019
5 Yr
Exist
650.00
601.28
0.22
0.001865
0.0022
10 Yr
Prop
900.00
601.66
0.23
0.001164
0.0019
10 Yr
Exist
900.00
601.80
0.31
0.002153
0.0022
100 Yr
Prop
1900.00
603.58
0.36
0.001593
0.0019
100 Yr
Exist
1900.00
603.68
0.54
0.002407
0.0022
Bankfull
Prop
245.00
599.45
0.04
0.000688
- 0.0001
Bankfull
Exist
245.00
599.49
0.04
0.002040
0.0002
2x Bankfull
Prop
490.00
600.45
0.12
0.001014
- 0.0001
2x Bankfull
Exist
490.00
600.55
0.17
0.002166
0.0002
2 Yr
Prop
390.00
600.06
0.09
0.000949
- 0.0001
2 Yr
Exist
390.00
600.12
0.13
0.002346
0.0002
5 Yr
Prop
650.00
600.94
0.16
0.001130
- 0.0001
5 Yr
Exist
650.00
601.06
0.23
0.002130
0.0002
10 Yr
Prop
900.00
601.53
0.23
0.001323
- 0.0001
10 Yr
Exist
900.00
601.56
0.34
0.002472
0.0002
100 Yr
Prop
1900.00
603.41
0.45
0.001658
- 0.0001
100 Yr
Exist
1900.00
603.43
0.60
0.002517
0.0002
Page 78
2.50
1.78
2.39
2.20
2.70
2.58
3.10
3.58
3.97
1.55
2.25
2.15
2.72
1.98
2.66
2.40
2.89
2.76
3.30
3.65
4.02

Main 3
0.09
Main 3
0.09
Main 3
0.17
Main 3
0.17
Main 3
0.15
Main 3
0.15
Main 3
0.22
Main 3
0.20
Main 3
0.29
Main 3
0.29
Main 3
0.47
Main 3
0.48
Main 3
0.10
Main 3
0.10
Main 3
0.19
Main 3
0.18
Main 3
0.17
Main 3
0.16
Main 3
0.23
Main 3
0.21
Main 3
0.29
Main 3
0.30
Main 3
22139
0.40
22139
0.41
22139
0.49
22139
0.46
22139
0.47
22139
0.47
22139
0.55
22139
0.50
22139
0.65
22139
0.66
22139
0.88
22139
0.89
22042
0.48
22042
0.50
22042
0.49
22042
0.45
22042
0.51
22042
0.50
22042
0.52
22042
0.47
22042
0.61
22042
0.62
22042
TravisCreek -Bed Shear Report.txt
Bankfull
Prop
245.00
599.32
0.13
0.001945
0.0052
Bankfull
Exist
245.00
599.31
0.13
0.002005
0.0052
2x Bankfull
Prop
490.00
600.32
0.24
0.001901
0.0052
2x Bankfull
Exist
490.00
600.38
0.22
0.001757
0.0052
2 Yr
Prop
390.00
599.92
0.20
0.002005
0.0052
2 Yr
Exist
390.00
599.94
0.20
0.001972
0.0052
5 Yr
Prop
650.00
600.80
0.29
0.001927
0.0052
5 Yr
Exist
650.00
600.89
0.27
0.001741
0.0052
10 Yr
Prop
900.00
601.37
0.37
0.002078
0.0052
10 Yr
Exist
900.00
601.36
0.38
0.002100
0.0052
100 Yr
Prop
1900.00
603.24
0.57
0.002131
0.0052
100 Yr
Exist
1900.00
603.23
0.58
0.002144
0.0052
Bankfull
Prop
245.00
599.10
0.11
0.002423
- 0.0026
Bankfull
Exist
245.00
599.07
0.11
0.002550
- 0.0026
2x Bankfull
Prop
490.00
600.13
0.18
0.001939
- 0.0026
2x Bankfull
Exist
490.00
600.21
0.17
0.001740
- 0.0026
2 Yr
Prop
390.00
599.71
0.16
0.002227
- 0.0026
2 Yr
Exist
390.00
599.73
0.16
0.002169
- 0.0026
5 Yr
Prop
650.00
600.61
0.21
0.001872
- 0.0026
5 Yr
Exist
650.00
600.73
0.20
0.001640
- 0.0026
10 Yr
Prop
900.00
601.17
0.27
0.001973
- 0.0026
10 Yr
Exist
900.00
601.16
0.28
0.002001
- 0.0026
100 Yr
Prop
1900.00
603.06
Page 79
2.03
2.06
2.35
2.28
2.28
2.26
2.52
2.42
2.80
2.81
3.41
3.42
2.22
2.27
2.35
2.25
2.36
2.34
2.46
2.34
2.71
2.72
3.15

Page 80
3.16
1.92
1.98
2.04
1.95
2.05
2.03
2.16
2.04
2.37
2.38
2.77
2.78
2.32
2.42
2.48
2.33
2.53
2.49
2.61
2.44
TravisCreek -Bed
Shear Report.txt
0.45
0.75
0.39
0.001828
- 0.0026
Main
3
22042
100 Yr
Exist
1900.00
603.05
0.45
0.76
0.39
0.001842
- 0.0026
Main
3
21962
Bankfull
Prop
245.00
598.96
0.10
0.35
0.04
0.001693
0.0023
Main
3
21962
Bankfull
Exist
245.00
598.92
0.11
0.37
0.04
0.001813
0.0023
Main
3
21962
2x Bankfull
Prop
490.00
600.01
0.16
0.37
0.10
0.001374
0.0023
Main
3
21962
2x Bankfull
Exist
490.00
600.11
0.14
0.33
0.10
0.001219
0.0023
Main
3
21962
2 Yr
Prop
390.00
599.58
0.15
0.38
0.09
0.001573
0.0023
Main
3
21962
2 Yr
Exist
390.00
599.60
0.14
0.37
0.08
0.001525
0.0023
Main
3
21962
5 Yr
Prop
650.00
600.50
0.18
0.40
0.13
0.001354
0.0023
Main
3
21962
5 Yr
Exist
650.00
600.63
0.17
0.35
0.12
0.001165
0.0023
Main
3
21962
10 Yr
Prop
900.00
601.05
0.24
0.46
0.17
0.001426
0.0023
Main
3
21962
10 Yr
Exist
900.00
601.04
0.24
0.47
0.17
0.001449
0.0023
Main
3
21962
100 Yr
Prop
1900.00
602.95
0.36
0.58
0.27
0.001341
0.0023
Main
3
21962
100 Yr
Exist
1900.00
602.94
0.36
0.58
0.27
0.001352
0.0023
Main
3
21839
Bankfull
Prop
245.00
598.68
0.08
0.51
0.11
0.002392
0.0014
Main
3
21839
Bankfull
Exist
245.00
598.61
0.07
0.56
0.11
0.002663
0.0014
Main
3
21839
2x Bankfull
Prop
490.00
599.79
0.16
0.53
0.19
0.001922
0.0014
Main
3
21839
2x Bankfull
Exist
490.00
599.91
0.14
0.47
0.17
0.001643
0.0014
Main
3
21839
2 Yr
Prop
390.00
599.31
0.14
0.57
0.18
0.002302
0.0014
Main
3
21839
2 Yr
Exist
390.00
599.35
0.14
0.55
0.17
0.002200
0.0014
Main
3
21839
5 Yr
Prop
650.00
600.28
0.19
0.57
0.23
0.001881
0.0014
Main
3
21839
5 Yr
Exist
650.00
600.45
0.17
0.49
0.21
0.001571
0.0014
Page 80
3.16
1.92
1.98
2.04
1.95
2.05
2.03
2.16
2.04
2.37
2.38
2.77
2.78
2.32
2.42
2.48
2.33
2.53
2.49
2.61
2.44

Main 3
0.25
Main 3
0.26
Main 3
0.37
Main 3
0.37
Main 3
0.11
Main 3
0.12
Main 3
0.15
Main 3
0.13
Main 3
0.15
Main 3
0.15
Main 3
0.18
Main 3
0.15
Main 3
0.22
Main 3
0.23
Main 3
0.31
Main 3
0.32
Main 3
0.10
Main 3
0.06
Main 3
0.13
Main 3
0.08
Main 3
0.13
Main 3
21839
0.68
21839
0.70
21839
0.80
21839
0.81
21738
0.37
21738
0.42
21738
0.38
21738
0.33
21738
0.42
21738
0.40
21738
0.42
21738
0.36
21738
0.52
21738
0.53
21738
0.60
21738
0.60
21592
0.32
21592
0.23
21592
0.26
21592
0.20
21592
0.30
21592
TravisCreek -Bed Shear Report.txt
10 Yr
Prop
900.00
600.82
0.30
0.002036
0.0014
10 Yr
Exist
900.00
600.80
0.31
0.002077
0.0014
100 Yr
Prop
1900.00
602.74
0.43
0.001805
0.0014
100 Yr
Exist
1900.00
602.72
0.43
0.001823
0.0014
Bankfull
Prop
245.00
598.49
0.10
0.001774
0.0001
Bankfull
Exist
245.00
598.39
0.12
0.002062
0.0047
2x Bankfull
Prop
490.00
599.64
0.14
0.001393
0.0001
2x Bankfull
Exist
490.00
599.79
0.13
0.001167
0.0047
2 Yr
Prop
390.00
599.13
0.13
0.001707
0.0001
2 Yr
Exist
390.00
599.17
0.13
0.001611
0.0047
5 Yr
Prop
650.00
600.13
0.18
0.001402
0.0001
5 Yr
Exist
650.00
600.32
0.16
0.001162
0.0047
10 Yr
Prop
900.00
600.65
0.23
0.001575
0.0001
10 Yr
Exist
900.00
600.63
0.24
0.001613
0.0047
100 Yr
Prop
1900.00
602.60
0.31
0.001369
0.0001
100 Yr
Exist
1900.00
602.58
0.31
0.001383
0.0047
Bankfull Prop
0.09 0.001840
Bankfull Exist
0.03 0.000985
2x Bankfull Prop
0.12 0.001050
2x Bankfull Exist
0.07 0.000638
2 Yr Prop
0.12 0.001422
2 Yr Exist
Page 81
245.00 598.23
0.0016
245.00 598.20
0.0036
490.00 599.47
0.0016
490.00 599.67
0.0036
390.00 598.91
0.0016
390.00 599.01
2.90
2.92
3.30
3.31
1.97
2.08
2.08
1.95
2.14
2.10
2.23
2.08
2.51
2.54
2.83
2.84
1.77
1.56
1.70
1.56
1.79
1.65

0.08
Main 3
0.16
Main 3
0.09
Main 3
0.21
Main 3
0.15
Main 3
0.30
Main 3
0.18
Main 3
0.08
Main 3
0.13
Main 3
0.12
Main 3
0.17
Main 3
0.12
Main 3
0.17
Main 3
0.16
Main 3
0.20
Main 3
0.22
Main 3
0.34
Main 3
0.33
Main 3
0.45
Main 3
0.05
Main 3
0.09
Main 3
0.08
0.24
21592
0.30
21592
0.23
21592
0.38
21592
0.37
21592
0.54
21592
0.51
21502
0.17
21502
0.19
21502
0.28
21502
0.32
21502
0.26
21502
0.30
21502
0.37
21502
0.42
21502
0.55
21502
0.73
21502
0.82
21502
1.03
21388
0.16
21388
0.22
21388
0.23
TravisCreek -Bed Shear Report.txt
0.07
0.000847
0.0036
5 Yr
Prop
650.00
599.96
0.12
0.001068
0.0016
5 Yr
Exist
650.00
600.20
0.09
0.000662
0.0036
10 Yr
Prop
900.00
600.46
0.16
0.001245
0.0016
10 Yr
Exist
900.00
600.45
0.16
0.001015
0.0036
100 Yr
Prop
1900.00
602.40
0.27
0.001281
0.0016
100 Yr
Exist
1900.00
602.40
0.28
0.001062
0.0036
Bankfull
Prop
245.00
598.14
0.07
0.000702
0.0025
Bankfull
Exist
245.00
598.13
0.08
0.000781
- 0.0006
2x Bankfull
Prop
490.00
599.38
0.14
0.000880
0.0025
2x Bankfull
Exist
490.00
599.60
0.15
0.000984
- 0.0006
2 Yr
Prop
390.00
598.81
0.12
0.000916
0.0025
2 Yr
Exist
390.00
598.93
0.13
0.001029
- 0.0006
5 Yr
Prop
650.00
599.85
0.19
0.001066
0.0025
5 Yr
Exist
650.00
600.11
0.21
0.001198
- 0.0006
10 Yr
Prop
900.00
600.30
0.28
0.001465
0.0025
10 Yr
Exist
900.00
600.30
0.37
0.002017
- 0.0006
100 Yr
Prop
1900.00
602.23
0.45
0.001675
0.0025
100 Yr
Exist
1900.00
602.24
0.57
0.002221
- 0.0006
Bankfull Prop
0.07 0.000602
Bankfull Exist
0.10 0.000828
2x Bankfull Prop
0.12 0.000691
Page 82
245.00 598.07
0.0015
245.00 598.04
0.0084
490.00 599.29
0.0015
1.85
1.70
2.13
2.16
2.69
2.66
1.38
1.47
1.84
1.97
1.74
1.87
2.14
2.30
2.64
3.04
3.38
3.77
1.33
1.57
1.68

Main 3
0.08
Main 3
0.08
Main 3
0.10
Main 3
0.09
Main 3
0.10
Main 3
0.14
Main 3
0.17
Main 3
0.24
Main 3
0.27
Main 3
0.05
Main 3
0.06
Main 3
0.05
Main 3
0.04
Main 3
0.06
Main 3
0.05
Main 3
0.08
Main 3
0.06
Main 3
0.12
Main 3
0.11
Main 3
0.20
Main 3
0.18
21388
0.24
21388
0.22
21388
0.26
21388
0.31
21388
0.31
21388
0.46
21388
0.55
21388
0.64
21388
0.70
21314
0.10
21314
0.08
21314
0.15
21314
0.11
21314
0.15
21314
0.11
21314
0.24
21314
0.17
21314
0.34
21314
0.31
21314
0.47
21314
0.43
TravisCreek -Bed Shear Report.txt
2x Bankfull
Exist
490.00
599.51
0.14
0.000693
0.0084
2 Yr
Prop
390.00
598.72
0.11
0.000754
0.0015
2 Yr
Exist
390.00
598.83
0.14
0.000849
0.0084
5 Yr
Prop
650.00
599.74
0.18
0.000867
0.0015
5 Yr
Exist
650.00
600.01
0.19
0.000839
0.0084
10 Yr
Prop
900.00
600.16
0.27
0.001192
0.0015
10 Yr
Exist
900.00
600.11
0.35
0.001473
0.0084
100 Yr
Prop
1900.00
602.08
0.41
0.001285
0.0015
100 Yr
Exist
1900.00
602.05
0.50
0.001466
0.0084
Bankfull
Prop
245.00
598.04
0.05
0.000393
0.0023
Bankfull
Exist
245.00
598.02
0.04
0.000302
- 0.0046
2x Bankfull
Prop
490.00
599.26
0.08
0.000462
0.0023
2x Bankfull
Exist
490.00
599.48
0.07
0.000314
- 0.0046
2 Yr
Prop
390.00
598.68
0.08
0.000503
0.0023
2 Yr
Exist
390.00
598.80
0.06
0.000357
- 0.0046
5 Yr
Prop
650.00
599.70
0.13
0.000659
0.0023
5 Yr
Exist
650.00
599.97
0.10
0.000443
- 0.0046
10 Yr
Prop
900.00
600.10
0.20
0.000876
0.0023
10 Yr
Exist
900.00
600.05
0.19
0.000792
- 0.0046
100 Yr
Prop
1900.00
602.02
0.29
0.000935
0.0023
100 Yr
Exist
1900.00
601.99
0.29
0.000864
- 0.0046
Main 3 21215 Bankfull Prop
Page 83
245.00 597.97
1.71
1.63
1.75
1.98
1.98
2.42
2.65
3.00
3.12
1.08
0.95
1.38
1.17
1.34
1.15
1.73
1.47
2.08
1.98
2.56
2.47
1.36

0.07
Main 3
0.06
Main 3
0.12
Main 3
0.09
Main 3
0.12
Main 3
0.09
Main 3
0.10
Main 3
0.09
Main 3
0.15
Main 3
0.17
Main 3
0.22
Main 3
0.24
Main 3
0.05
Main 3
0.04
Main 3
0.07
Main 3
0.09
Main 3
0.07
Main 3
0.08
Main 3
0.10
Main 3
0.03
Main 3
0.09
Main 3
0.06
Main 3
0.14
0.18
21215
0.20
21215
0.21
21215
0.31
21215
0.23
21215
0.29
21215
0.24
21215
0.35
21215
0.34
21215
0.66
21215
0.42
21215
0.65
21099
0.12
21099
0.15
21099
0.13
21099
0.27
21099
0.14
21099
0.24
21099
0.16
21099
0.11
21099
0.21
21099
0.21
21099
0.26
TravisCreek -Bed Shear Report.txt
0.07
0.000880
0.0015
Bankfull
Exist
245.00
597.95
0.10
0.000797
0.0041
2x Bankfull
Prop
490.00
599.19
0.10
0.000778
0.0015
2x Bankfull
Exist
490.00
599.40
0.12
0.000900
0.0041
2 Yr
Prop
390.00
598.61
0.10
0.000943
0.0015
2 Yr
Exist
390.00
598.71
0.15
0.000974
0.0041
5 Yr
Prop
650.00
599.63
0.12
0.000806
0.0015
5 Yr
Exist
650.00
599.88
0.12
0.000942
0.0041
10 Yr
Prop
900.00
600.01
0.17
0.001036
0.0015
10 Yr
Exist
900.00
599.89
0.22
0.001800
0.0041
100 Yr
Prop
1900.00
601.93
0.23
0.000959
0.0015
100 Yr
Exist
1900.00
601.86
0.31
0.001343
0.0041
Bankfull
Prop
245.00
597.90
0.05
0.000569
0.0018
Bankfull
Exist
245.00
597.88
0.08
0.000548
0.0006
2x Bankfull
Prop
490.00
599.13
0.07
0.000456
0.0018
2x Bankfull
Exist
490.00
599.30
0.15
0.000750
0.0006
2 Yr
Prop
390.00
598.53
0.07
0.000581
0.0018
2 Yr
Exist
390.00
598.62
0.13
0.000763
0.0006
5 Yr
Prop
650.00
599.56
0.09
0.000526
0.0018
5 Yr
Exist
650.00
599.85
0.06
0.000277
0.0006
10 Yr
Prop
900.00
599.92
0.12
0.000641
0.0018
10 Yr
Exist
900.00
599.82
0.11
0.000543
0.0006
100 Yr
Prop
1900.00
601.85
0.17
0.000593
0.0018
Page 84
1.50
1.57
1.94
1.58
1.85
1.70
2.10
2.02
2.90
2.39
3.01
1.11
1.31
1.22
1.83
1.26
1.71
1.39
1.18
1.61
1.64
1.89

Main 3
0.08
Main 3
Main 3
Main 3
Main 3
Main 3
Main 3
Main 3
0.03
Main 3
0.03
Main 3
0.21
Main 3
0.21
Main 3
0.37
Main 3
0.37
Main 3
0.05
Main 3
0.05
Main 3
0.12
Main 3
0.12
Main 3
0.08
Main 3
0.08
Main 3
0.16
Main 3
0.16
Main 3
1.83
2.21
2.21
2.91
2.91
2.52
2.52
3.14
3.14
2.65
2.65
3.18
3.18
1.68
1.68
2.36
2.36
1.97
1.97
2.58
2.58
2.92
TravisCreek -Bed
Shear Report.txt
21099
100 Yr
Exist
1900.00
601.80
0.24
0.15
0.000475
0.0006
20609
Bankfull
Prop
351.00
597.25
0.48
0.13
0.002437
- 0.0009
20609
Bankfull
Exist
351.00
597.25
0.48
0.13
0.002437
- 0.0009
20609
2x Bankfull
Prop
702.00
598.46
0.77
0.31
0.003157
- 0.0009
20609
2x Bankfull
Exist
702.00
598.46
0.77
0.31
0.003157
- 0.0009
20609
2 Yr
Prop
500.00
597.86
0.59
0.22
0.002708
- 0.0009
20609
2 Yr
Exist
500.00
597.86
0.59
0.22
0.002708
- 0.0009
20609
5 Yr
Prop
850.00
598.83
0.87
0.37
0.003281
- 0.0009
20609
5 Yr
Exist
850.00
598.83
0.87
0.37
0.003281
- 0.0009
20609
10 Yr
Prop
1100.00
599.26
0.60
0.27
0.002060
- 0.0009
20609
10 Yr
Exist
1100.00
599.26
0.60
0.27
0.002060
- 0.0009
20609
100 Yr
Prop
2400.00
601.28
0.77
0.38
0.001854
- 0.0009
20609
100 Yr
Exist
2400.00
601.28
0.77
0.38
0.001854
- 0.0009
20283
Bankfull
Prop
351.00
596.77
0.26
0.11
0.001112
0.0000
20283
Bankfull
Exist
351.00
596.77
0.26
0.11
0.001112
0.0000
20283
2x Bankfull
Prop
702.00
597.79
0.47
0.21
0.001586
0.0000
20283
2x Bankfull
Exist
702.00
597.79
0.47
0.21
0.001586
0.0000
20283
2 Yr
Prop
500.00
597.31
0.34
0.15
0.001276
0.0000
20283
2 Yr
Exist
500.00
597.31
0.34
0.15
0.001276
0.0000
20283
5 Yr
Prop
850.00
598.12
0.55
0.25
0.001744
0.0000
20283
5 Yr
Exist
850.00
598.12
0.55
0.25
0.001744
0.0000
20283
10 Yr
Prop
1100.00
598.58
Page 85
1.83
2.21
2.21
2.91
2.91
2.52
2.52
3.14
3.14
2.65
2.65
3.18
3.18
1.68
1.68
2.36
2.36
1.97
1.97
2.58
2.58
2.92

0.21
Main 3
0.21
Main 3
0.38
Main 3
0.38
Main 3
Main 3
Main 3
0.90
Main 3
0.90
Main 3
0.35
Main 3
0.35
Main 3
0.92
Main 3
0.92
Main 3
0.64
Main 3
0.64
Main 3
0.57
Main 3
0.57
Main Lower
0.08
Main Lower
0.08
Main Lower
0.17
Main Lower
0.17
Main Lower
0.13
Main Lower
0.13
0.69
20283
0.69
20283
1.12
20283
1.12
19916
4.95
19916
4.95
19916
3.24
19916
3.24
19916
5.23
19916
5.23
19916
2.86
19916
2.86
19916
1.45
19916
1.45
19916
1.09
19916
1.09
19442
0.58
19442
0.58
19442
0.60
19442
0.60
19442
0.59
19442
0.59
TravisCreek -Bed Shear Report.txt
0.31
0.001983
0.0000
10 Yr
Exist
1100.00
598.58
0.31
0.001983
0.0000
100 Yr
Prop
2400.00
600.54
0.51
0.002391
0.0000
100 Yr
Exist
2400.00
600.54
0.51
0.002391
0.0000
Bankfull
Prop
351.00
594.90
0.075246
0.0000
Bankfull
Exist
351.00
594.90
0.075246
0.0000
2x Bankfull
Prop
702.00
595.92
0.026454
0.0000
2x Bankfull
Exist
702.00
595.92
0.026454
0.0000
2 Yr
Prop
500.00
595.24
0.063786
0.0000
2 Yr
Exist
500.00
595.24
0.063786
0.0000
5 Yr
Prop
850.00
596.28
0.17
0.019792
0.0000
5 Yr
Exist
850.00
596.28
0.17
0.019790
0.0000
10 Yr
Prop
1100.00
597.24
0.34
0.007141
0.0000
10 Yr
Exist
1100.00
597.24
0.34
0.007139
0.0000
100 Yr
Prop
2400.00
599.54
0.43
0.003162
0.0000
100 Yr
Exist
2400.00
599.54
0.43
0.003162
0.0000
Bankfull Prop
0.27 0.003238
Bankfull Exist
0.27 0.003238
2x Bankfull Prop
0.35 0.002374
2x Bankfull Exist
0.35 0.002374
2 Yr Prop
0.32 0.002838
2 Yr Exist
0.32 0.002838
Page 86
362.00 594.97
0.0026
362.00 594.97
0.0026
724.00 596.16
0.0026
724.00 596.16
0.0026
500.00 595.45
0.0026
500.00 595.45
0.0026
2.92
3.91
3.91
5.94
5.94
5.33
5.33
6.34
6.34
5.15
5.15
3.89
3.89
3.68
3.68
2.41
2.41
2.58
2.58
2.49
2.49

Main Lower
0.19
Main Lower
0.19
Main Lower
0.25
Main Lower
0.25
Main Lower
0.32
Main Lower
0.32
Main Lower
0.11
Main Lower
0.11
Main Lower
0.14
Main Lower
0.14
Main Lower
0.13
Main Lower
0.13
Main Lower
0.14
Main Lower
0.14
Main Lower
0.16
Main Lower
0.16
Main Lower
0.16
Main Lower
0.16
Main Lower
0.01
Main Lower
0.01
Main Lower
0.02
Main Lower
19442
0.63
19442
0.63
19442
0.71
19442
0.71
19442
0.73
19442
0.73
18981
0.22
18981
0.22
18981
0.29
18981
0.29
18981
0.24
18981
0.24
18981
0.29
18981
0.29
18981
0.31
18981
0.31
18981
0.39
18981
0.39
18168
0.03
18168
0.03
18168
0.05
18168
TravisCreek -Bed Shear Report.txt
5 Yr
Prop
850.00
596.49
0.37
0.002318
0.0026
5 Yr
Exist
850.00
596.49
0.37
0.002318
0.0026
10 Yr
Prop
1200.00
597.32
0.40
0.002201
0.0026
10 Yr
Exist
1200.00
597.32
0.40
0.002201
0.0026
100 Yr
Prop
2400.00
599.59
0.45
0.001598
0.0026
100 Yr
Exist
2400.00
599.59
0.45
0.001598
0.0026
Bankfull
Prop
362.00
594.23
0.06
0.001005
0.0000
Bankfull
Exist
362.00
594.23
0.06
0.001005
0.0000
2x Bankfull
Prop
724.00
595.51
0.13
0.000979
0.0000
2x Bankfull
Exist
724.00
595.51
0.13
0.000979
0.0000
2 Yr
Prop
500.00
594.77
0.08
0.000941
0.0000
2 Yr
Exist
500.00
594.77
0.08
0.000941
0.0000
5 Yr
Prop
850.00
595.87
0.14
0.000926
0.0000
5 Yr
Exist
850.00
595.87
0.14
0.000926
0.0000
10 Yr
Prop
1200.00
596.75
0.16
0.000841
0.0000
10 Yr
Exist
1200.00
596.75
0.16
0.000841
0.0000
100 Yr
Prop
2400.00
599.12
0.23
0.000759
0.0000
100 Yr
Exist
2400.00
599.12
0.23
0.000760
0.0000
Bankfull Prop
0.02 0.000119
Bankfull Exist
0.02 0.000119
2x Bankfull Prop
0.04 0.000170
2x Bankfull Exist
Page 87
362.00 594.03
0.0011
362.00 594.03
0.0011
724.00 595.25
0.0011
724.00 595.25
2.68
2.68
2.93
2.93
3.16
3.16
1.53
1.53
1.85
1.85
1.63
1.63
1.88
1.88
1.98
1.98
2.34
2.34
0.57
0.57
0.81
0.81

TravisCreek -Bed Shear Report.txt
0.02
0.05
0.04
0.000170
0.0011
Main
Lower
18168
2 Yr
Prop
500.00
594.55
0.68
0.01
0.04
0.03
0.000142
0.0011
Main
Lower
18168
2 Yr
Exist
500.00
594.55
0.68
0.01
0.04
0.03
0.000142
0.0011
Main
Lower
18168
5 Yr
Prop
850.00
595.60
0.88
0.02
0.06
0.05
0.000182
0.0011
Main
Lower
18168
5 Yr
Exist
850.00
595.60
0.88
0.02
0.06
0.05
0.000182
0.0011
Main
Lower
18168
10 Yr
Prop
1200.00
596.47
1.03
0.03
0.08
0.07
0.000208
0.0011
Main
Lower
18168
10 Yr
Exist
1200.00
596.47
1.03
0.03
0.08
0.07
0.000208
0.0011
Main
Lower
18168
100 Yr
Prop
2400.00
598.81
1.38
0.05
0.13
0.11
0.000251
0.0011
Main
Lower
18168
100 Yr
Exist
2400.00
598.81
1.38
0.05
0.13
0.11
0.000251
0.0011
Main
Lower
17792
Bankfull
Prop
362.00
593.91
1.61
0.06
0.23
0.08
0.000861
Main
Lower
17792
Bankfull
Exist
362.00
593.91
1.61
0.06
0.23
0.08
0.000861
Main
Lower
17792
2x Bankfull
Prop
724.00
595.10
1.86
0.11
0.28
0.14
0.000860
Main
Lower
17792
2x Bankfull
Exist
724.00
595.10
1.86
0.11
0.28
0.14
0.000860
Main
Lower
17792
2 Yr
Prop
500.00
594.41
1.72
0.08
0.25
0.11
0.000861
Main
Lower
17792
2 Yr
Exist
500.00
594.41
1.72
0.08
0.25
0.11
0.000861
Main
Lower
17792
5 Yr
Prop
850.00
595.45
1.93
0.12
0.30
0.16
0.000861
Main
Lower
17792
5 Yr
Exist
850.00
595.45
1.93
0.12
0.30
0.16
0.000861
Main
Lower
17792
10 Yr
Prop
1200.00
596.30
2.10
0.15
0.34
0.20
0.000861
Main
Lower
17792
10 Yr
Exist
1200.00
596.30
2.10
0.15
0.34
0.20
0.000861
Main
Lower
17792
100 Yr
Prop
2400.00
598.61
2.52
0.22
0.45
0.31
0.000860
Main
Lower
17792
100 Yr
Exist
2400.00
598.61
2.52
0.22
0.45
0.31
0.000860

TravisCreek -FEMA Floodway Report.txt
HEC -RAS Version 4.1.0 Tan 2010
U.S. Army Corps of Engineers
Hydrologic Engineering Center
609 Second Street
Davis, California
X X
XXXXXX
XXXX
XXXX
XX XXXX
X X
X
X X
X X
X X X
X X
X
X
X X
X X X
XXXXXXX
XXXX
X
XXX XXXX
XXXXXX XXXX
X X
X
X
X X
X X X
X X
X
X X
X X
X X X
X X
XXXXXX
XXXX
X X
X X XXXXX
PROJECT DATA
Project Title: Travis Creek Aycock Springs Restoration
Project File : TravisCreekAycock.prj
Run Date and Time: 2/24/2015 11:41:24 AM
Project in English units
Project Description:
Alamance County, Travis Creek, Aycock Springs Stream and Wetland
Restoration
# ## #(Haw Reedy) # # ##
TRAVIS CREEK
HCFCD Unit X # # # - # # - ##
(Flood
Hazard, Floodway) Model
10, 2, 1, 0.2% Event
Filename:
n: \NC_ flood\ 60273\ Approximates \Eng \Haw- Reedy \Eng \Travis Creek \Travis
Creek.prj
Prepared by: L Arnold Date: March 15, 2004
Reviewed by:
Date:
STATUS (Draft RAS, SVSQ, FINAL)
FPMS BR
FIA STUDY TRAVIS CR ALAMANCE CO, NC BLW
10 YR NATURAL
Page 1

TRAVIS
CR
FPMS BR FIA STUDY
10 YR
NATURAL
TRAVIS CR
FPMS BR FIA STUDY
BLW
TravisCreek -FEMA Floodway Report.txt
TRAVIS CR ALAMANCE CO, NC BLW
TRAVIS CR ALAMANCE CO, NC
100 YR NATURAL
TRAVIS CR
FPMS BR FIA STUDY TRAVIS CR
ALAMANCE CO, NC BLW
100 YR NATURAL
TRAVIS CR
FPMS BR FIA
STUDY TRAVIS CR ALAMANCE CO, NC BLW
100 YR NATURAL
TRAVIS CR
PLAN DATA
Plan Title: Proposed - FW Truncated
Plan File : 1: \ProjectList \1221 - Axiom \14038 - Aycock \Design Files \Project
Models \HEC - RAS \TravisCreekAycock.p07
Geometry Title: Proposed Truncated
Geometry File : 1: \ProjectList \1221 - Axiom \14038 - Aycock \Design
Files \Project Models \HEC - RAS \TravisCreekAycocl<.g04
Flow Title Imported Flow 02 Truncated
Flow File 1: \ProjectList \1221 - Axiom \14038 - Aycock \Design
Files \Project Models \HEC - RAS \TravisCreekAycocl<.f03
Plan Summary Information:
Number of: Cross Sections = 24 Multiple Openings = 0
Culverts = 1 Inline Structures = 0
Bridges = 0 Lateral Structures = 0
Computational Information
Water surface calculation tolerance = 0.01
Critical depth calculation tolerance = 0.01
Maximum number of iterations = 20
Maximum difference tolerance = 0.3
Page 2

TravisCreek -FEMA Floodway Report.txt
Flow tolerance factor = 0.001
Computation Options
Critical depth computed only where necessary
Conveyance Calculation Method: At breaks in n values only
Friction Slope Method: Average Conveyance
Computational Flow Regime: Subcritical Flow
Encroachment Data
Equal Conveyance = True
Left Offset = 0
Right Offset = 0
River =
RIVER -1
Reach =
Reach -1
RS
Profile
Method
Valuel
Value2
27950
FW
1
1330
1400
27770
FW
1
1327
1427
26840
FW
1
1530
1730
26070
FW
1
1600
1850
25340
FW
1
1745
1945
23335
FW
1
1610
1790
23245
FW
1
1635
1800
23201
FW
1
1679
1707
23160
FW
1
1679
1707
23110
FW
1
273.6
447.8
22970
FW
1
285.4
488.2
22440
FW
1
178
289.7
22110
FW
1
153
358
21750
FW
1
270.3
442.9
21270
FW
1
229.8
452.7
21250
FW
1
223.6
460.9
21085
FW
1
312.8
574.5
21075
FW
1
315.7
574.3
21030
FW
1
252.6
532.7
20970
FW
1
207.2
526.7
20230
FW
1
2050
2220
19430
FW
1
2030
2210
17790
FW
1
1265
1415
16030
FW
1
1367
1497
15580
FW
1
1345
1555
14880
FW
1
1300
1570
14435
FW
1
1635
1735
14385
FW
1
1660
1725
14365
FW
1
1660
1725
14320
FW
1
1641
1736
13900
FW
1
1130
1270
12770
FW
1
1185
1350
Page 3

FLOW DATA
Report.txt
Flow Title: Imported Flow 02 Truncated
Flow File : 1: \ProjectList \1221 - Axiom \14038 - Aycock \Design Files \Project
Models \HEC- RAS \TravisCreekAycock.f03
Flow Data (cfs)
River
Reach
TravisCreek -FEMA
Floodway
11140
FW
1
1415
1580
10400
FW
1
1515
1695
9910
FW
1
1520
1720
8610
FW
1
960
1220
8569
FW
1
980
1230
8550
FW
1
1000
1240
8500
FW
1
1015
1255
8310
FW
1
1145
1305
7610
FW
1
1170
1330
6150
FW
1
2015
2155
5930
FW
1
2025
2135
5867
FW
1
2049
2094
5810
FW
1
2049
2094
5770
FW
1
2035
2110
5110
FW
1
1475
1625
4540
FW
1
1525
1695
2825
FW
1
1460
1640
1650
FW
1
1108
1278
1020
FW
1
1880
2000
961
FW
1
1878
1998
935
FW
1
1878
1998
850
FW
1
1372
1552
120
FW
1
1650
1850
FLOW DATA
Report.txt
Flow Title: Imported Flow 02 Truncated
Flow File : 1: \ProjectList \1221 - Axiom \14038 - Aycock \Design Files \Project
Models \HEC- RAS \TravisCreekAycock.f03
Flow Data (cfs)
River
Reach
RS
100 -Yr
FW
RIVER -1
Reach -1
27950
1500
1500
RIVER -1
Reach -1
26070
1570
1570
RIVER -1
Reach -1
25340
2145
2145
RIVER -1
Reach -1
23335
2240
2240
RIVER -1
Reach -1
22970
2335
2335
RIVER -1
Reach -1
20970
2910
2910
RIVER -1
Reach -1
20230
3045
3045
Boundary Conditions
Page 4

TravisCreek -FEMA Floodway Report.txt
River Reach Profile
Downstream
RIVER -1 Reach -1
Known WS = 596.351
RIVER -1 Reach -1
Known WS = 597.09
GEOMETRY DATA
100 -Yr
FW
Upstream
Geometry Title: Proposed Truncated
Geometry File : 1: \ProjectList \1221 - Axiom \14038 - Aycock \Design Files \Project
Models \HEC- RAS \TravisCreekAycock.g04
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 27950
INPUT
Description: ** ATC -26 **
Station Elevation Data num= 14
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev Sta Elev
1000
638.8
1100
631.9
1200
630.3
1271
629.7 1300 625.4
1335
616.9
1349
615
1353
613.4
1358
613.3 1364 613.7
1371
614.4
1400
618.8
1500
635.4
1539
643.3
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .09 1353 .06 1371 .1
Bank Sta: Left Right Lengths: Left Channel Right
1353 1371 180 180 180
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 27770
Page 5
Coeff Contr. Expan.
.2 .4

TravisCreek -FEMA Floodway Report.txt
INPUT
Description: ** TOPO, WITH NEF; CHAN FM SEC 26 **
Station Elevation
Data
num=
15
INPUT
Sta Elev
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
900 635
1000
630
1200
625
1270
620
1330
615
1349 614.6
1353
613
1358
612.9
1364
613.3
1371
614
1430 615
1460
620
1535
625
1605
630
1635
635
Manning's n Values
Elev
num=
3
Sta
Elev
Sta
Elev
950 640.6
Sta n Val
Sta
n Val
Sta
n Val
625
1400
620
1490 615
900 .09
1353
.06
1371
.1
610.2
1654
610.1
1658 612.2
Bank Sta: Left
Right
Lengths:
Left
Channel
Right
Coeff
Contr.
Expan.
1353
1371
930
930
930
.2
.4
CROSS SECTION
num=
3
Sta n Val
RIVER: RIVER -1
REACH: Reach -1
RS: 26840
INPUT
Description: ** TOPO,
WITH
HIGHER
ELEVS
TAKEN FM
SEC 25
ROB; CHAN
FM
SEC
25 **
Station Elevation
Data
num=
17
Sta Elev
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
950 640.6
1100
637.7
1200
632
1285
625
1400
620
1490 615
1642
613.1
1645
609.8
1650
610.2
1654
610.1
1658 612.2
1750
614
1760
615
1795
620
1835
625
1910 630
2070
635
Manning's n Values
num=
3
Sta n Val
Sta
n Val
Sta
n Val
950 .09
1642
.06
1658
.1
Bank Sta: Left
Right
Lengths:
Left
Channel
Right
Coeff
Contr.
Expan.
1642
1658
600
770
770
.2
.4
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1
RS: 26070
Page 6

RIVER: RIVER -1
REACH: Reach -1 RS: 25340
INPUT
Description: ** SEC 24 WITH NEF **
Station Elevation Data num= 19
Sta
Elev
Sta
TravisCreek -FEMA
Floodway
Report.txt
Sta
Elev
INPUT
Elev
1000
640.9
1100
637
1200
631
1300
625.5
Description:
**
SEC 25 , NEF AT
HIGHER ELEV ROB **
1730
610.9
1764
Station Elevation
Data
num=
21
607
1778
607.3
1785
609.9
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
1000
640.6
1100
637.7
1120
636.3
1200
632.5
1300
625.9
1400
620.8
1500
618.3
1520
616.9
1600
612.3
1642
611
1645
607.7
1650
608.1
1654
608
1658
610.1
1700
610.7
1800
612
1900
613.8
1990
625
2055
630
2150
635
2215
640
Manning's
n Values
num=
3
Sta
n Val
Sta
n Val
Sta
n Val
1000
.1
1642
.06
1658
.11
Bank Sta:
Left
Right
Lengths:
Left
Channel
Right
Coeff
Contr.
Expan.
1642
1658
730
730
640
.2
.4
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 25340
INPUT
Description: ** SEC 24 WITH NEF **
Station Elevation Data num= 19
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
1000
640.9
1100
637
1200
631
1300
625.5
1440
620
1540
615
1730
610.9
1764
610.1
1767
606.7
1772
607
1778
607.3
1785
609.9
1800
609.7
1900
609.7
2000
609.9
2050
615
2115
625
2200
634.5
2300
644.3
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .11 1764 .06 1785 .11
Bank Sta: Left Right Lengths: Left Channel Right
1764 1785 2005 2005 2005
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 23335
Page 7
Coeff Contr. Expan.
.2 .4

TravisCreek -FEMA Floodway Report.txt
INPUT
Description: This is a REPEATED section.
** PREVIOUS SEC TRANSFERRED
**
Station Elevation
Data
num=
19
Sta
Elev
Sta
Elev
Sta
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
1000
636.7
1100
631.8
1200
627.9
1300
624.1
1400
623.5
1500
620.5
1600
614.2
1648
606.9
1682
606.7
1687
606
1694
604.5
1704
605.6
1707
606.7
1755
607
1800
612.7
1900
621.8
2000
626.9
2100
625.7
2200
629.5
Manning's
n Values
num=
3
Sta
n Val
Sta
n Val
Sta
n Val
1000
.11
1682
.06
1707
.11
Bank Sta:
Left
Right
Lengths:
Left
Channel
Right
Coeff
Contr.
Expan.
1682
1707
90
90
90
.2
.4
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 23245
INPUT
Description: ** SEC 23; OVBK FM 21 **
Station Elevation Data num= 19
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
1000
636.6
1100
631.7
1200
627.8
1300
624
1400
623.4
1500
620.4
1600
614.1
1648
606.8
1682
606.6
1687
605.9
1694
604.4
1704
605.5
1707
606.6
1755
606.9
1800
612.6
1900
621.7
2000
626.8
2100
625.6
2200
629.4
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .11 1682 .06 1707 .11
Bank Sta: Left Right Lengths: Left Channel Right
1682 1707 44 44 44
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 23201
Page 8
Coeff Contr. Expan.
.3 .5

TravisCreek -FEMA Floodway Report.txt
INPUT
Description: ** SR 1500; OVBKS FM SEC 23 **
Station Elevation
Data
num=
20
9.5
615.2 0
Deck /Roadway Width
615.5 0
=
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
1000
636.6
1100
631.7
1200
627.8
1300
624
1400
623.4
1500
620.4
1575
615.9
1600
614.1
1648
606.8
1679
606.5
1679
604.6
1707
604.6
1707
606.5
1755
606.9
1800
612.6
1857
617.8
1900
621.7
2000
626.8
2100
625.6
2200
629.4
Manning's
n Values
0
num=
3
0
2100
625.6
0
Sta
n Val
Sta
n Val
Sta
n Val
1000
.1
1679
.06
1707
.1
Bank Sta:
Left
Right
Lengths:
Left
Channel
Right
Coeff
Contr.
Expan.
1679
1707
41
41
41
.3
.5
Ineffective Flow
num=
2
Sta L
Sta R
Elev
Permanent
1000
1679
615.2
F
1707
2200
615.5
F
CULVERT
RIVER: RIVER -1
REACH: Reach -1 RS: 23180.5
INPUT
Description: Bridge #5
Distance
from Upstream
XS
=
9.5
615.2 0
Deck /Roadway Width
615.5 0
=
22
2200
Weir Coefficient
=
3
Upstream
Deck /Roadway
Coordinates
num=
18
Sta
Hi Cord Lo Cord
Sta
Hi Cord
Lo Cord
1000
636.6
0
1100
631.7
0
1300
624
0
1400
623.4
0
1575
615.9
0
1600
615.5
0
1679
615.2
0
1707
615.5
0
1800
616.6
0
1857
617.8
0
2000
626.8
0
2100
625.6
0
Sta Hi Cord Lo Cord
1200
627.8 0
1500
620.4 0
1679
615.2 0
1707
615.5 0
1900
621.7 0
2200
629.4 0
Upstream Bridge Cross Section Data
Station Elevation Data num= 20
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
Page 9

TravisCreek -FEMA Floodway Report.txt
1000
636.6
1100
631.7
1200
627.8
1300
624
1400
623.4
1500
620.4
1575
615.9
1600
614.1
1648
606.8
1679
606.5
1679
604.6
1707
604.6
1707
606.5
1755
606.9
1800
612.6
1857
617.8
1900
621.7
2000
626.8
2100
625.6
2200
629.4
Manning's
n Values
num=
3
Sta
n Val
Sta
n Val
Sta
n Val
1000
.1
1679
.06
1707
.1
Bank Sta:
Left
Right
Coeff Contr.
Expan.
1679
1707
.3
.5
Ineffective
Flow
num=
2
Sta L
Sta R
Elev
Permanent
1000
1679
615.2
F
1707
2200
615.5
F
Downstream
Deck /Roadway
Coordinates
num=
18
Sta
Hi Cord
Lo Cord
Sta Hi
Cord
Lo Cord
Sta
Hi Cord
Lo Cord
1000
636.6
0
1100
631.7
0
1200
627.8
0
1300
624
0
1400
623.4
0
1500
620.4
0
1575
615.9
0
1600
615.5
0
1679
615.2
0
1679
615.2
0
1707
615.5
0
1707
615.5
0
1800
616.6
0
1857
617.8
0
1900
621.7
0
2000
626.8
0
2100
625.6
0
2200
629.4
0
Downstream
Bridge
Cross Section
Data
Station Elevation
Data
num=
15
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
1155
632.7
1340
622
1470
617.5
1560
612.5
1630
606.9
1679
606.5
1679
604.6
1707
604.6
1707
606.5
1755
606.9
1800
612.6
1870
618
1950
621
2050
624.8
2230
629.4
Manning's
n Values
num=
3
Sta
n Val
Sta
n Val
Sta
n Val
1155
.1
1679
.06
1707
.1
Bank Sta:
Left
Right
Coeff Contr.
Expan.
1679
1707
.3
.5
Ineffective
Flow
num=
2
Sta L
Sta R
Elev
Permanent
1155
1679
612.6
F
1707
2230
612.6
F
Upstream Embankment side slope = 0 horiz. to 1.0 vertical
Downstream Embankment side slope = 0 horiz. to 1.0 vertical
Maximum allowable submergence for weir flow = .98
Page 10

TravisCreek -FEMA Floodway Report.txt
Elevation at which weir flow begins = 615.2
Energy head used in spillway design =
Spillway height used in design =
Weir crest shape = Broad Crested
Number of Culverts = 1
Culvert Name Shape Rise Span
Culvert #1 Box 8 13.5
FHWA Chart # 8 - flared wingwalls
FHWA Scale # 1 - Wingwall flared 30 to 75 deg.
Solution Criteria = Highest U.S. EG
Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef
Exit Loss Coef
.5 40 .012 .06 1 .4
1
Number of Barrels = 2
Upstream Elevation = 603.6
Centerline Stations
Sta. Sta.
1685.75 1700.25
Downstream Elevation = 603.6
Centerline Stations
Sta. Sta.
1685.75 1700.25
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1
RS: 23160
INPUT
Description: ** SR 1500; SEC ATC -22, MOD BY SEC 23 **
Station Elevation Data
Sta
Elev
Sta
1155
632.7
1340
1679
606.5
1679
1800
612.6
1870
Manning's
n Values
622
Sta
n Val
Sta
1155
.1
1679
Bank Sta: Left Right
1679 1707
num=
15
Elev
Sta
Elev
Sta
Elev
Sta
Elev
622
1470
617.5
1560
612.5
1630
606.9
604.7
1707
604.7
1707
606.5
1755
606.9
618
1950
621
2050
624.8
2230
629.4
num= 3
n Val Sta n Val
.06 1707 .1
Lengths: Left Channel Right
50 50 50
Page 11
Coeff Contr. Expan.
.3 .5

TravisCreek -FEMA Floodway Report.txt
Ineffective Flow num= 2
Sta L Sta R Elev Permanent
1155 1679 612.6 F
1707 2230 612.6 F
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 23110
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 611.99 5.06
42.25 610.03 54.3
95.42 608.52 95.79
143.96 606.02 168.66
212.61 604.04 217.55
260.2 602.63 263.92
297.1 601.64 300.64
318.6 596.54 320.75
341.72 601.5 343.69
364.95 601.89 372.51
418.03 601.49 421.07
551.98 608.61 667.8
Manning's n Values
Sta n Val Sta
0 .1 312.88
Bank Sta: Left Right
312.88 343.69
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1
num=
Elev
611.84
610.01
608.51
604.89
603.91
602.48
601.44
596.25
601.7
601.97
601.38
612.1
57
Sta
10.71
61.77
96.96
172.94
224.26
267.35
310.66
327.73
344.73
380.5
447.29
Elev Sta
611.59 25.76
609.64 70.72
608.46 125.23
604.62 174.94
603.67 236.01
602.41 272.38
601.38 312.88
596.54 333.65
601.8 351.06
601.99 390.2
600.89 465.72
num= 3
n Val Sta n Val
.06 343.69 .1
Lengths: Left Channel Right
346 357 324
RS: 22970
Elev
610.76
609.44
607.2
604.59
603.52
602.25
601.48
596.04
601.78
601.79
600.84
Sta Elev
26.74 610.72
77.78 609.3
135.51 606.65
193.45 604.35
242.91 603.13
280.76 602.07
318.29 596.84
336.57 597.91
361.4 602.01
413.78 601.51
506.22 604.62
Coeff Contr. Expan.
.1 .3
INPUT
Description: ** TOPO MOD
BY SEC 23;
CHAN
FM ATC -21 **
Station Elevation
Data
num=
103
Sta Elev
Sta
Elev
Sta
Elev Sta Elev
0 618.21
1.38
618.37
5.38
618.36 28.72 616.63
48.05 611.55
55.58
609.3
72.5
608.94 75.6 608.9
Page 12
Sta Elev
33.08 616.53
86.45 608.65

97.81 607.96 100.47
134.04 607.78 140.43
170.58 608.25 174.42
189.88 606.46 190.87
198.43 605.68 200.27
204.63 605.11 205.03
206.85 604.9 207.49
239.72 602.39 241.42
291.07 600.95 295.35
356.89 600.86 366.63
393.15 599.98 403.64
428.11 600.16 435.15
456.83 595.51 463.63
478.89 600 481.76
492.75 599.69 498.39
535.52 606.24 575.28
617.79 612.06 623.18
627.57 611.12 627.87
644.5 619.04 651.64
Manning's n Values
Sta n Val Sta
0 .1 451.33
Bank Sta: Left Right
451.33 474.51
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1
INPUT
Description: ** T
Station Elevation
Sta Elev
0 615.64
44.32 612.39
74.24 609.23
96.41 606.34
146.05 602.35
179.61 600.14
200.6 599.18
234.95 597.94
249.1 595.24
292.66 599.57
JPO,ADJ
Data
Sta
14.33
50.38
86.48
122.67
151.03
183.24
209.72
240.35
256.84
303.37
FravisCr,
607.92
607.83
607.64
606.37
605.51
605.07
604.84
602.45
600.99
600.38
599.86
600.36
595.85
598.65
600.36
612.41
610.85
611.15
619.26
°ek -FEMA
105.6
150.93
174.93
195.39
202.13
205.39
207.79
259.45
341.38
381.8
406.29
451.33
471.55
487.58
516.48
590.22
625.24
629.1
653.15
Floodway Report
607.63 117.07
607.86 159.27
607.84 176.95
605.96 196.06
605.34 202.94
605.04 205.75
604.82 208.94
601.95 272.84
601.03 342.23
600.17 387.34
599.95 414.82
600.86 453.93
598.54 474.51
596.49 488.01
603.01 525.04
614.52 591.36
610.85 626.56
611.29 629.57
619.27
num= 5
n Val Sta n Val Sta
.06 474.51 .1 478.89
Lengths: Left Channel Right
216 209 206
RS: 22440
BASED ON 23;NR OVBK &
num= 76
Elev Sta Elev
614.61 16.67 614.48
611.6 55.75 610.89
608.06 92.36 606.97
604.03 132.79 603.17
601.97 157.38 601.42
599.98 187.68 599.82
599.15 211.99 599.12
595.24 248.09 595.24
595.24 262.24 597.94
600.21 307.07 600.46
Page 13
:HAN FM
Sta
34.63
67.35
93.37
135.2
161.88
194.07
216.37
248.3
277.24
310.04
txt
607.4
608.5
607.65
605.9
605.26
605
604.71
601.31
601.03
600.08
600.07
598.23
600.55
596.79
604.73
614.65
611
611.34
123.3
164.65
186.62
196.74
203.34
206.21
226.95
288.73
344.16
388.69
423.45
455.71
477.63
491.23
528.41
612.63
627.12
630.4
607.28
608.45
606.76
605.83
605.23
604.96
602.37
600.96
601.04
600.05
600.1
595.66
600.14
598.75
605.22
611.87
611.07
613.5
n Val Sta
n Val
.06 492.75
.1
Coeff Contr.
Expan.
.1
.3
?1; NEF
Elev
613.47
609.8
606.62
602.94
600.94
599.41
599.13
595.14
597.94
601.09
OB **
Sta Elev
35.39 613.42
71.15 609.56
94.88 606.5
139.7 602.7
172.57 600.41
198.47 599.18
219.94 597.94
248.89 595.14
282.29 599.62
352.45 609.29

365.19 611.35 373.65
409.74 611.77 410.19
413.44 612.19 414.84
416.92 612.58 417.36
421.64 613.11 423.12
437.37 618.62
fravisCr
611.61
611.82
612.35
612.63
613.28
eek -FEMA
376.61
411.07
415.41
418.61
423.55
Floodway Report
611.23 400.46
611.92 411.55
612.41 416.02
612.77 419.36
613.33 425.65
txt
612.12
611.97
612.48
612.86
613.57
402.02 611.76
412.82 612.12
416.59 612.54
420.65 613
433.63 617.13
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .1 234.95 .06 262.24 .1
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
234.95 262.24 309 313 310 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 22110
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 617.42 .45
22.95 616.04 26.66
58.44 614.46 69.29
105.27 609.63 105.85
137.92 601.14 142.86
184.32 599.46 186.76
209.96 598.92 218.69
273.08 598.78 299.48
316.59 595.16 319.3
357.9 600.95 371.58
389.87 605.72 391.02
num=
Elev
617.39
615.7
613.83
609.54
600.9
599.37
598.86
598.23
599.42
602.57
605.84
54
Sta
4.83
36.08
80.15
108.15
144.52
197.67
228.29
306.19
341.88
372.46
397.87
Elev Sta
617.09 5.82
615.48 41.6
612.37 83.66
609.29 122.47
600.99 147.09
598.96 202.98
598.77 271.42
595.21 311.52
599.38 343.65
602.71 387.74
606.58 453.58
Elev
617.02
615.26
612.17
606.47
600.88
598.95
598.8
594.87
599.31
605.36
611.46
Sta Elev
8.92 616.86
46.03 615.09
100.12 610.2
132.87 603.26
152.63 600.65
206.14 598.94
271.8 598.8
313.56 594.72
344.31 599.33
389.38 605.64
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .1 299.48 .06 319.3 .1
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
299.48 319.3 375 381 390 .1 .3
CROSS SECTION
RIVER: RIVER -1
Page 14

TravisCreek -FEMA Floodway Report.txt
REACH: Reach -1 RS: 21750
INPUT
Description: ** SEC 21 **
Station Elevation Data
Sta Elev Sta
0 614.74 9.65
47.36 612.11 53.37
80.19 609.28 84.56
110.5 607.06 130.81
151.76 604.53 159.46
164.64 603.44 183.05
210.9 601.86 225.3
268.28 599.35 272.84
295.05 598.37 306.7
327.67 597.52 328.85
435.31 593.33 442.91
474.63 600.71 496.91
534.58 612.48 538.99
Manning's n Values
Sta n Val Sta
0 .1 409.61
num=
Elev
614.57
611.43
609.07
605.92
604.05
602.73
600.99
599.2
598.04
597.13
597.13
605.27
613.01
num=
n Val
.06
63
Sta
22.14
57.85
87.27
131.12
161.44
194.63
232.61
287.05
317.22
400.22
456.72
509.13
582.79
3
Sta
442.91
Elev Sta
613.79 30.39
610.66 63.11
608.89 93.86
605.91 131.72
603.94 163.15
602.24 206.29
600.55 238.73
598.59 288.55
598.16 318.61
597.13 409.61
597.13 466.56
607.76 519.59
613.52
n Val
.11
Elev
613.62
610.37
608.14
605.86
603.67
602.06
600.2
598.55
598.13
597.13
600.41
609.69
Sta Elev
42.36 612.55
71.16 609.72
108.07 607.19
148.19 604.83
164.27 603.49
207.65 602.03
242.95 599.97
292.79 598.42
320.06 597.99
434.31 593.33
467.52 600.4E
523.39 610.53
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
409.61 442.91 311 302 297 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 21270
INPUT
Description: ** S
Station Elevation
Sta Elev
0 609.96
35.3 608.49
71.73 607.46
116.65 604.6
126.93 602.87
130.28 602.97
180.64 600.95
230.72 599.6
258.24 598.37
283.76 599.09
EC 20 -A W /CHAN FM SEC 21
Data num= 80
Sta Elev Sta
4.94 609.62 11.3
38.96 608.29 42.46
83.61 606.68 86.21
120.14 604.07 125.37
127.39 602.88 128.35
137.89 602.84 140.37
191.32 600.68 204.9
231.85 599.58 232.5
265.97 598.32 272.41
294.37 600.1 295.35
**
Elev Sta
609.44 24.21
608.1 56.41
606.44 96.5
602.96 125.92
602.91 129.11
602.71 145.37
600.3 212.95
599.55 243.03
598.32 275.94
600.18 296.65
Page 15
Elev
609.12
607.65
605.66
602.83
602.93
602.32
600.02
598.96
598.52
600.13
Sta Elev
27.26 608.96
71.24 607.47
103.58 605.37
126.56 602.85
129.67 602.95
158.43 601.8
218.67 599.89
252.81 598.58
280.37 598.74
301.91 600.57

306.79 600.83 313.81
330.45 596.52 404.5
418.45 593.72 418.65
461.25 596.42 464.3
499.19 606.98 506.2
554.68 614.41 566.15
FravisCr
600.5
596.52
593.82
596.58
608.95
615
eek -FEMA
314.66
409.9
426.41
474.54
517.61
574.82
Floodway Report
600.45 316.14
593.82 417.65
593.82 431.8
599.67 479.71
610.17 534.88
615.41 591.3
txt
600.15
593.82
596.52
601.58
612.53
616.36
318.62 599.32
417.85 593.72
452.94 596.52
489.43 604.96
544.63 613.57
595.56 616.64
Manning's n Values num= 4
Sta n Val Sta n Val Sta n Val Sta n Val
0 .1 404.5 .1 409.9 .06 452.94 .11
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
404.5 431.8 21 21 21 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 21250
INPUT
Description: ** SEC 20 -A
Station Elevation Data
Sta Elev Sta
0 609.6 3.39
32.66 608.53 37.46
56.83 607.67 61.35
94.31 605.49 103.63
113.11 604.07 119.18
121.48 602.82 122.12
133.31 602.58 139.07
196.16 600.18 199.4
242.71 598.41 243.03
271.53 598.61 273.26
294.34 600.66 307.08
323.86 596.46 411.52
425.47 593.66 425.67
470.79 597.82 485.35
516.1 610.64 531.49
565.1 615.54 577.86
593.96 617.36 595.56
EXTENDED
num=
Elev
609.5
608.45
607.4
604.95
602.75
602.84
602.14
600.09
598.41
598.66
600.2
596.46
593.76
603.37
612.76
616.51
617.44
ON LOB
82
Sta
5.97
46.54
71.11
110.44
119.48
122.85
148.17
200.55
252.22
277.99
307.44
416.92
433.43
489.32
534.88
583.92
**
Elev Sta
609.46 9.33
608.45 47.55
606.71 77.92
604.48 111.34
602.76 120.6
602.86 123.25
601.77 173.47
600.06 219.79
598.28 261.9
599.26 283.98
600.23 307.96
593.76 424.67
593.76 438.82
604.63 499.46
613.22 539.45
616.8 591.06
Elev
609.38
608.41
606.25
604.41
602.8
602.88
600.8
599.55
598.05
599.87
600.21
593.76
596.46
607.73
613.71
617.21
Sta Elev
17.47 608.91
48.68 608.31
85.68 605.86
112.5 604.2
120.94 602.81
130.01 602.76
178.53 600.67
233.68 598.92
270.96 598.56
284.85 599.95
322.97 596.67
424.87 593.66
466.89 596.46
506.8 608.81
542.59 613.97
592.95 617.31
Manning's n Values num= 4
Sta n Val Sta n Val Sta n Val Sta n Val
0 .1 411.52 .1 424.67 .06 466.89 .1
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
Page 16

TravisCreek -FEMA Floodway Report.txt
411.52 438.82 127 134 141 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 21085
INPUT
Description: ** T
Station Elevation
Sta Elev
0 613.68
30.82 612.98
67.17 611.13
103.61 609.68
148.28 607.56
183.73 605.66
209.58 603.65
216.8 602.71
264.05 600.65
323.77 598.63
368.07 599.15
389.46 599.98
441.07 596.09
499.85 593.53
514 596.23
535.82 597.15
560.85 596.83
596.87 599.22
635.44 608.14
670.08 613.39
698.18 615.71
3PO; OVI
Data
Sta
6.25
48.02
80
117.22
151.05
190.96
213.93
222.51
267.13
331.06
373.32
393.16
445.98
500.05
528.99
539.08
562.95
610.34
642.8
676.75
706.82
3KS MOD
num=
Elev
613.61
612.28
610.65
609.02
607.31
605.22
602.61
602.62
600.55
598.38
599.54
599.06
596.18
593.43
596.23
597.18
596.56
601.81
609.47
614.08
616.21
3Y 20A RI
103
Sta
18.74
49.83
83.29
120.22
155.65
198.05
214.73
226.82
285.6
347.88
376.19
400.85
446.83
500.64
531.08
545.72
566.17
619.52
654.72
689.46
721.56
)B; CHAN FM 20 -A
Elev Sta
613.37 20.13
612.21 50.13
610.52 83.95
608.87 132.02
607.04 170.02
604.81 205.51
602.64 215.49
602.39 230.69
600.02 293.96
597.88 350.15
599.61 379.13
597.27 406.07
596.23 486.69
593.43 500.85
596.92 531.52
597.07 548.83
595.86 568.01
604.48 625.3
611.37 659.51
615.14 692.06
617.11
**
Elev
613.33
612.19
610.5
608.34
606.5
604.32
602.67
602.07
599.8
598.01
599.86
596.06
596.23
593.53
596.95
597.2
595.54
605.96
612.23
615.34
Sta Elev
20.62 613.31
50.69 612.16
97.79 609.95
135.25 608.19
172.72 606.39
208.1 604.01
216.32 602.69
261.61 600.77
304.48 599.52
358.37 598.8
381.9 600.06
432.91 596.06
492.1 593.53
508.6 593.53
535.45 597.15
552 597.12
576.82 595.98
627.66 606.51
663.06 612.5
696.58 615.62
Manning's
n Values
num=
6
Sta
n Val Sta
n Val
Sta
n Val
Sta
n Val Sta
n Val
0
.1 432.91
.11
492.1
.06
528.99
.11 562.95
.06
576.82
.11
Bank Sta:
Left Right
Lengths:
Left
Channel
Right
Coeff Contr.
Expan.
486.69 514
11
11
11
.1
.3
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1
RS: 21075
Page 17

INPUT
Description: ** TOPO W/
Station Elevation Data
Sta Elev Sta
0 612.85 1.37
25.44 612.65 32.03
53.89 611.87 59.71
90.31 610.19 104.63
131.61 608.15 139.05
169.07 606.41 176.4
209.45 604.04 212.51
217.11 602.64 222.51
263.27 600.61 272.7
310.93 599.07 346.42
365.96 599.36 366.89
382.61 600.18 384.39
401.47 597.39 402.3
495.49 592.41 520.19
544.32 597.05 548.02
563.59 596.81 568.41
585.17 596.48 616.5
646.97 609.22 651.45
682.91 614.23 685.19
712.78 616.36 717.51
TravisCreek -FEMA Floodway Report.txt
)VBKS FM
num=
Elev
612.83
612.81
611.51
609.54
607.71
605.94
603.25
602.57
600.29
597.85
599.45
600.12
597.13
596.21
597.21
596.2
602.57
610.03
614.46
616.63
21030;
98
Sta
5.17
41.8
66.18
108.05
143.8
185.16
214.64
227.34
283.68
347.72
375.16
389.09
405.52
537.07
553.42
570.1
618.09
653.42
689.51
720.38
(LCH BASED ON NEW
Elev Sta
612.79 8.54
612.69 42.1
611.08 76.34
609.37 113.45
607.47 150.6
605.49 192.95
602.56 215.7
602.3 230.51
599.98 296.84
597.82 353.6
600.15 376.04
600.07 391.6
596.21 486.89
596.21 543.46
597.45 558.62
595.83 578.11
602.92 619.05
610.35 662.62
614.82 697.68
616.81
CHAN;
Elev
612.73
612.69
610.67
609.09
607.22
605.04
602.59
602.05
599.63
598.38
600.25
599.88
596.21
597.03
597.31
596.17
603.11
612
615.45
3TA NOT CHG **
Sta Elev
18.91 612.6
42.88 612.64
83.83 610.45
126.09 608.52
162.69 606.74
197.49 604.74
216.6 602.62
255.83 600.98
301.81 599.49
358.5 598.85
379.13 600.23
400.58 597.61
494.49 592.41
543.83 597.06
561.5 597.07
584.16 596.49
634.7 606.89
669.43 612.53
701.36 615.68
Manning's n Values num= 4
Sta n Val Sta n Val Sta n Val Sta n Val
0 .1 486.89 .1 494.49 .06 520.19 .1
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
486.89 520.19 66 61 50 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1
INPUT
Description: ** T
Station Elevation
Sta Elev
0 610.33
30.77 609.62
71.86 607.22
106.25 605.95
3PO SEC,
Data
Sta
9.91
35.25
73.87
111.57
RS: 21030
MOD BY SEC 20 -A AND NEF
num= 89
Elev Sta Elev
610.2 18 610.11
609.34 47.18 608.67
607.06 78.37 606.88
605.63 123.78 604.75
Page 18
ROB **
Ste
19.45
53.34
87.81
134.55
Elev Sta Elev
610.07 21.74 609.98
608.29 59.8 607.96
606.47 92.17 606.33
603.72 138.57 603.39

140.43 603.04 144.92
150.82 602.42 156.92
189.01 600.54 191.63
227.24 599.34 237.87
406.09 596.14 425.81
439.43 593.34 439.63
468.84 596.56 477.91
504.53 597.31 506.56
514.16 596.15 519.41
532.7 596.95 536
565.14 599.59 584.32
623.33 609.89 626.73
683.12 614.48 685.48
697.23 618.47 701.51
fravisCr
602.41
602.08
600.45
598.96
596.14
593.44
596.83
597.21
595.92
596.97
604.06
609.98
614.65
618.93
°ek -FEMA
145.69
158.11
206.77
263.4
430.88
447.38
488.03
507.31
521.38
540.34
589.03
649.47
686.88
709.74
Floodway Report
602.44 146.29
601.98 168.7
599.95 221.96
597.93 267.84
593.44 438.63
593.44 452.79
597.04 489.21
597.13 510.37
595.99 525.24
596.95 548.31
604.82 592.19
611.33 675.2
614.76 692.25
620.1 712.07
txt
602.46
601.54
599.53
597.58
593.44
596.14
597.08
596.66
595.75
596.85
604.85
613.91
615.15
620.56
147.29 602.49
181.17 600.92
222.87 599.5
272.16 596.14
438.83 593.34
465.58 596.14
491.55 597.12
512.81 596.27
527.83 596.23
551.92 596.87
606.22 607.61
676.09 613.97
696.05 616.78
Manning's n Values num= 6
Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val
0 .1 406.09 .1 438.63 .06 465.58 .1 519.41 .06
532.7 .1
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
425.81 452.79 68 61 61 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 20970
INPUT
Description: ** TOPO SEC; CHAN FM ATC -20 **
Station Elevation Data num= 43
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 607.8 48.61 604.8 108.51 601.8 192 597.8 213.3 597
268.5 596.01 406.26 596.01 421.1 596.01 426.65 593.31 434.4 593.31
434.61 593.21 435.2 593.21 435.4 593.31 443.15 593.31 448.8 596.01
463.55 596.01 466.59 597.02 473.14 597.24 479.34 597.22 493.47 597.23
499.39 597.34 506.46 597.46 516.25 598.05 526.12 598.41 533.81 598.88
540.38 599.31 552.72 599.71 553.73 599.74 571.96 600.37 573.79 600.43
582.38 600.66 589.83 601.01 594.14 601.35 607.88 600.27 623.49 601.03
633.04 602.51 640.49 602.67 652.53 602.63 653.14 602.65 653.71 602.71
663.9 604.8 683.8 607.8 694.31 613.8
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .1 421.1 .06 448.8 .11
Page 19

TravisCreek -FEMA Floodway Report.txt
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
421.1 448.8 682 716 744 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 20230
INPUT
Description: ** TOPO SEC; CHAN FM ATC -20 **
Station Elevation Data num= 17
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
1210
625
1320
620
1740
615
1890
610
1990
605
2050
600
2067
597.3
2070
593.5
2080
592.2
2092
593.7
2096
597.5
2230
600
2275
605
2330
610
2365
615
2400
620
2440
625
2600
622.8
Manning's
n Values
num=
3
Sta
n Val
Sta
n Val
Sta
n Val
1210
.09
2067
.06
2096
.11
Bank Sta:
Left
Right
Lengths:
Left
Channel
Right
Coeff
Contr.
Expan.
2067
2096
800
800
800
.1
.3
CROSS SECTION
Page
20
RIVER: RIVER -1
REACH: Reach -1 RS: 19430
INPUT
Description: ** ATC -20, MOD FOR NEF LOB **
Station Elevation Data num= 18
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
1245
625
1370
620
1570
615
1895
610
1980
605
2020
600
2053
596
2067
595.6
2070
591.8
2080
591.1
2092
592
2096
595.8
2100
597
2200
600.2
2300
605.7
2400
612.3
2500
618.1
2600
622.8
Manning's
n Values
num=
3
Sta
n Val
Sta
n Val
Sta
n Val
1245
.09
2067
.06
2096
.11
Bank Sta:
Left
Right
Lengths:
Left Channel
Right
Coeff
Contr.
Expan.
2067
2096
1640
1640
1640
.1
.3
Page
20

TravisCreek -FEMA Floodway Report.txt
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 17790
INPUT
Description: ** ATC -19 **
Station Elevation Data num= 21
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
1000
626.1
1100
622.4
1152
622.3
1200
619.5
1220
618.8
1265
593.8
1275
593.1
1277
589.5
1289
589.8
1299
589.5
1300
592
1317
593.4
1400
593.2
1447
593.1
1500
603.4
1565
609.6
1600
610.2
1700
612.3
1800
614.9
1900
617
1990
620.4
Sta
n Val
Sta
n Val
Sta n Val
Manning's
n Values
num=
3
1442
.06
1464 .1
Sta
n Val
Sta
n Val
Sta
n Val
Left Channel
Right
Coeff
Contr.
1000
.1
1275
.06
1300
.1
16001
.2
.4
Bank Sta:
Left
Right
Lengths:
Left
Channel
Right
Coeff
Contr.
Expan.
1275
1300
1760
1760
1760
.1
.3
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 16030
INPUT
Description: ** ATC -18 **
Station Elevation Data num= 18
Sta
Elev
Sta
Elev
Sta Elev
Sta
Elev
Sta
Elev
1000
621.3
1100
617.3
1200 611.9
1300
602.9
1400
594.4
1429
589.8
1442
589.3
1445 585.5
1451
586
1457
585.9
1464
589.1
1500
597.3
1508 597.6
1520
602.3
1550
610.1
1600
611.5
1700
618.5
1750 620.1
Manning's
n Values
num=
3
Sta
n Val
Sta
n Val
Sta n Val
1000
.1
1442
.06
1464 .1
Bank Sta:
Left
Right
Lengths:
Left Channel
Right
Coeff
Contr.
Expan.
1442
1464
16261 16143
16001
.2
.4
Page 21

TravisCreek -FEMA Floodway Report.txt
SUMMARY OF MANNING'S
N VALUES
River:RIVER -1
.1
Reach
River Sta.
n6
.11
Reach -1
27950
Reach -1
27770
Reach -1
26840
Reach -1
26070
Reach -1
25340
Reach -1
23335
Reach -1
23245
Reach -1
23201
Reach -1
23180.5
Reach -1
23160
Reach -1
23110
Reach -1
22970
Reach -1
22440
Reach -1
22110
Reach -1
21750
Reach -1
21270
Reach -1
21250
Reach -1
21085
n1
.09
.09
.09
.1
.11
.11
.11
.1
Culvert
.1
.1
.1
.1
.1
.1
.1
.1
.1
Page 22
n2 n3
.06
.1
.06
.1
.06
.1
.06
.11
.06
.11
.06
.11
.06
.11
.06
.1
n4 n5
.06
.1
.06
.1
.06
.1
.06
.06
.1
.06
.1
.06
.11
.1
.06
.11
.1
.06
.1
.11
.06
.11
.1
..

.1
.1 .06
TravisCreek -FEMA Floodway
Report.txt
.11
Reach -1
21075
.1
.1
.06
Reach -1
21030
.1
.1
.06
.1
Reach -1
20970
.1
.06
.11
Reach -1
20230
.09
.06
.11
Reach -1
19430
.09
.06
.11
Reach -1
17790
.1
.06
.1
Reach -1
16030
.1
.06
.1
SUMMARY OF REACH
LENGTHS
River: RIVER -1
Reach
River Sta.
Left Channel
Right
Reach -1
27950
180
180
180
Reach -1
27770
930
930
930
Reach -1
26840
600
770
770
Reach -1
26070
730
730
640
Reach -1
25340
2005
2005
2005
Reach -1
23335
90
90
90
Reach -1
23245
44
44
44
Reach -1
23201
41
41
41
Reach -1
23180.5
Culvert
Reach -1
23160
50
50
50
Reach -1
23110
346
357
324
Reach -1
22970
216
209
206
Reach -1
22440
309
313
310
Reach -1
22110
375
381
390
Reach -1
21750
311
302
297
Reach -1
21270
21
21
21
Reach -1
21250
127
134
141
Reach -1
21085
11
11
11
Reach -1
21075
66
61
50
Reach -1
21030
68
61
61
Reach -1
20970
682
716
744
Page 23
.1
.1 .06

SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS
River: RIVER -1
Reach
TravisCreek -FEMA Floodway
Report.txt
Reach -1
20230
800
800 800
Reach -1
19430
1640
1640 1640
Reach -1
17790
1760
1760 1760
Reach -1
16030
16261 16143 16001
SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS
River: RIVER -1
Reach
River Sta.
Contr.
Expan.
Reach -1
27950
.2
.4
Reach -1
27770
.2
.4
Reach -1
26840
.2
.4
Reach -1
26070
.2
.4
Reach -1
25340
.2
.4
Reach -1
23335
.2
.4
Reach -1
23245
.3
.5
Reach -1
23201
.3
.5
Reach -1
23180.5
Culvert
Reach -1
23160
.3
.5
Reach -1
23110
.1
.3
Reach -1
22970
.1
.3
Reach -1
22440
.1
.3
Reach -1
22110
.1
.3
Reach -1
21750
.1
.3
Reach -1
21270
.1
.3
Reach -1
21250
.1
.3
Reach -1
21085
.1
.3
Reach -1
21075
.1
.3
Reach -1
21030
.1
.3
Reach -1
20970
.1
.3
Reach -1
20230
.1
.3
Reach -1
19430
.1
.3
Reach -1
17790
.1
.3
Reach -1
16030
.2
.4
Profile Output Table - Standard Table 1
Reach River Sta Profile Plan
W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl
Page 24
Q Total Min Ch E1
Flow Area Top Width

TravisCreek -FEMA Floodway Report.txt
Froude # Chl
Reach -1
27770
100 -Yr
Prop
FW
Trunc
(cfs)
(ft)
(ft)
(ft)
(ft)
(ft /ft)
(ft /s)
(sq ft)
(ft)
Reach -1
27950
100 -Yr
Prop
FW
Trunc
1500.00
613.30
619.67
27770
620.41
0.01079
Eff
8.47
288.64
81.60
0.61
619.19
0.00325
4.54
621.83
172.90
Reach -1
27950
100 -Yr
Corr
Eff
FW Trnc
1500.00
613.30
619.67
27770
620.41
0.01079
Eff
8.47
288.64
81.60
0.61
619.20
0.00324
4.53
622.81
173.00
Reach -1
27950
100 -Yr
Dup
Eff
FW
1500.00
613.30
619.67
27770
620.41
0.01077
FW
8.47
288.86
81.63
0.61
619.68
0.00324
4.77
519.01
100.00
Reach -1
27950
FW
Prop
FW
Trunc
1500.00
613.30
620.12
27770
620.70
0.00768
Eff
7.51
313.54
70.00
0.52
619.68
0.00324
4.77
519.01
100.00
Reach -1
27950
FW
Corr
Eff
FW Trnc
1500.00
613.30
620.12
27770
620.70
0.00768
Eff
7.51
313.54
70.00
0.52
619.72
0.00317
4.73
522.95
100.00
Reach -1
27950
FW
Dup
Eff
FW
1500.00
613.30
620.15
620.72
0.00756
7.47
315.24
70.00
0.52
Reach -1
27770
100 -Yr
Prop
FW
Trunc
1500.00
612.90
619.05
619.19
0.00325
4.54
621.83
172.90
0.33
Reach -1
27770
100 -Yr
Corr
Eff
FW Trnc
1500.00
612.90
619.05
619.19
0.00325
4.54
621.83
172.90
0.33
Reach -1
27770
100 -Yr
Dup
Eff
FW
1500.00
612.90
619.06
619.20
0.00324
4.53
622.81
173.00
0.33
Reach -1
27770
FW
Prop
FW
Trunc
1500.00
612.90
619.50
619.68
0.00324
4.77
519.01
100.00
0.34
Reach -1
27770
FW
Corr
Eff
FW Trnc
1500.00
612.90
619.50
619.68
0.00324
4.77
519.01
100.00
0.34
Reach -1
27770
FW
Dup
Eff
FW
1500.00
612.90
619.54
619.72
0.00317
4.73
522.95
100.00
0.33
Page 25

TravisCreek -FEMA Floodway Report.txt
Reach -1
26840
100 -Yr
Prop
FW
Trunc
1500.00
609.80
617.34
617.39
0.00125
2.88
1095.13
328.52
0.20
Reach -1
26840
100 -Yr
Corr
Eff
FW Trnc
1500.00
609.80
617.34
617.39
0.00125
2.88
1095.13
328.52
0.20
Reach -1
26840
100 -Yr
Dup
Eff
FW
1500.00
609.80
617.45
617.49
0.00114
2.79
1129.73
331.14
0.19
Reach -1
26840
FW
Prop
FW
Trunc
1500.00
609.80
617.88
617.93
0.00117
2.95
931.27
200.00
0.19
Reach -1
26840
FW
Corr
Eff
FW Trnc
1500.00
609.80
617.88
617.93
0.00117
2.95
931.27
200.00
0.19
Reach -1
26840
FW
Dup
Eff
FW
1500.00
609.80
618.05
618.10
0.00105
2.83
965.74
200.00
0.18
Reach -1
26070
100 -Yr
Prop
FW
Trunc
1570.00
607.70
616.85
616.87
0.00046
2.02
1784.55
403.59
0.12
Reach -1
26070
100 -Yr
Corr
Eff
FW Trnc
1570.00
607.70
616.85
616.87
0.00046
2.02
1784.55
403.59
0.12
Reach -1
26070
100 -Yr
Dup
Eff
FW
1570.00
607.70
617.00
617.02
0.00042
1.95
1845.27
407.09
0.12
Reach -1
26070
FW
Prop
FW
Trunc
1570.00
607.70
617.42
617.44
0.00044
2.06
1534.36
250.00
0.12
Reach -1
26070
FW
Corr
Eff
FW Trnc
1570.00
607.70
617.42
617.44
0.00044
2.06
1534.36
250.00
0.12
Reach -1
26070
FW
Dup
Eff
FW
1570.00
607.70
617.64
617.66
0.00039
1.98
1590.06
250.00
0.12
Reach -1 25340 100 -Yr Prop FW Trunc 2145.00 606.70
616.61 616.63 0.00030 1.72 2808.07 552.77
0.10
Page 26

TravisCreek -FEMA Floodway Report.txt
Reach -1
25340
100 -Yr
Corr
Eff
FW Trnc
2145.00
606.70
616.61
3.03
616.63
0.00030
0.17
1.72
2808.07
552.77
0.10
Reach -1 23245
100 -Yr
Corr
Eff FW Trnc
2240.00
604.40
Reach -1
25340
100 -Yr
Dup
Eff
FW
2145.00
606.70
616.79
616.80
0.00027
Reach -1 23245
1.66
2903.10
557.31
0.10
604.40
615.88
615.94
0.00062
2.92
1632.81
264.26
Reach -1
25340
FW
Prop
FW
Trunc
2145.00
606.70
617.02
617.06
0.00067
2.67
1489.40
200.00
0.15
Reach -1
25340
FW
Corr
Eff
FW Trnc
2145.00
606.70
617.02
617.06
0.00067
2.67
1489.40
200.00
0.15
Reach -1
25340
FW
Dup
Eff
FW
2145.00
606.70
617.28
617.32
0.00060
2.57
1542.17
200.00
0.15
Reach -1
23335
100 -Yr
Prop
FW
Trunc
2240.00
604.50
615.68
3.03
615.74
0.00070
0.17
3.04
1554.21
256.15
0.17
Reach -1 23245
100 -Yr
Corr
Eff FW Trnc
2240.00
604.40
Reach -1
23335
100 -Yr
Corr
Eff
FW Trnc
2240.00
604.50
615.68
615.74
0.00070
Reach -1 23245
3.04
1554.21
256.15
0.17
604.40
615.88
615.94
0.00062
2.92
1632.81
264.26
Reach -1
23335
100 -Yr
Dup
Eff
FW
2240.00
604.50
615.93
615.99
0.00063
2.94
1621.18
263.08
0.16
Reach -1
23335
FW
Prop
FW
Trunc
2240.00
604.50
615.69
615.75
0.00064
2.90
1431.68
180.00
0.16
Reach -1
23335
FW
Corr
Eff
FW Trnc
2240.00
604.50
615.69
615.75
0.00064
2.90
1431.68
180.00
0.16
Reach -1
23335
FW
Dup
Eff
FW
2240.00
604.50
616.13
616.18
0.00054
2.75
1510.78
180.00
0.15
Reach -1 23245
100 -Yr
Prop
FW Trunc
2240.00
604.40
615.61
615.68
0.00069
3.03
1563.94
257.17
0.17
Reach -1 23245
100 -Yr
Corr
Eff FW Trnc
2240.00
604.40
615.61
615.68
0.00069
3.03
1563.94
257.17
0.17
Reach -1 23245
100 -Yr
Dup
Eff FW
2240.00
604.40
615.88
615.94
0.00062
2.92
1632.81
264.26
Page 27

TravisCreek -FEMA Floodway Report.txt
0.16
23201
100 -Yr
Prop
FW
Trunc
Reach -1 23245
FW
Prop
FW Trunc
2240.00
604.40
615.62
615.69
0.00069
3.04
1350.27
165.00
0.17
Reach -1
23160
100 -Yr
Reach -1 23245
FW
Corr
Eff FW Trnc
2240.00
604.40
615.62
615.69
0.00069
3.04
1350.27
165.00
0.17
8.30
269.75
219.77
0.47
Reach -1 23245
FW
Dup
Eff FW
2240.00
604.40
616.02
616.11
0.00084
3.42
1134.07
120.00
0.18
604.60
615.86
610.44
615.91
0.00050
Reach -1
23201
100 -Yr
Prop
FW
Trunc
2240.00
604.60
614.23
610.44
615.30
0.00650
163.66
8.30
269.75
219.77
0.47
Reach -1
23160
100 -Yr
Reach -1
23201
100 -Yr
Corr
Eff
FW Trnc
2240.00
604.60
614.23
610.44
615.30
0.00650
8.30
269.75
219.77
0.47
Reach -1
23160
100 -Yr
Dup
Eff FW
2240.00
Reach -1
23201
100 -Yr
Dup
Eff
FW
2240.00
604.60
615.86
610.44
615.91
0.00050
2.56
1654.71
260.16
0.13
Reach -1
23201
FW
Prop
FW
Trunc
2240.00
604.60
614.24
610.44
615.31
0.01101
8.30
269.84
28.00
0.47
Reach -1
23201
FW
Corr
Eff
FW Trnc
2240.00
604.60
614.24
610.44
615.31
0.01101
8.30
269.84
28.00
0.47
Reach -1
23201
FW
Dup
Eff
FW
2240.00
604.60
614.93
610.44
615.86
0.00909
7.75
289.14
28.00
0.42
Reach -1 23180.5 Culvert
Reach -1
23160
100 -Yr
Prop
FW Trunc
2240.00
604.70
610.55
610.55
613.45
0.03409
13.69
163.66
199.34
1.00
Reach -1
23160
100 -Yr
Corr
Eff FW Trnc
2240.00
604.70
610.55
610.55
613.45
0.03409
13.69
163.66
199.34
1.00
Reach -1
23160
100 -Yr
Dup
Eff FW
2240.00
604.70
Page 28

TravisCreek -FEMA Floodway Report.txt
610.55
610.55
613.45
0.03409
13.69
163.66
199.34
1.00
606.17
606.25
0.00121
3.30
Reach -1
23160
FW
Prop
FW Trunc
2240.00
604.70
610.54
610.54
613.45
0.04622
13.69
163.62
28.00
1.00
FW Trnc
2240.00
596.04
606.34
606.41
Reach -1
23160
FW
Corr
Eff FW Trnc
2240.00
604.70
610.54
610.54
613.45
0.04622
13.69
163.62
28.00
1.00
100 -Yr
Dup
Eff
FW
2240.00
604.30
Reach -1
23160
FW
Dup
Eff FW
2240.00
604.70
612.42
610.54
614.09
0.02060
10.36
216.21
28.00
0.66
Reach -1
23110
FW
Prop
FW
Reach -1
23110
100 -Yr
Prop
FW
Trunc
2240.00
596.04
606.17
606.25
0.00121
3.30
1435.15
382.11
0.20
Reach -1
23110
100 -Yr
Corr
Eff
FW Trnc
2240.00
596.04
606.34
606.41
0.00107
3.15
1500.56
386.35
0.19
Reach -1
23110
100 -Yr
Dup
Eff
FW
2240.00
604.30
611.51
611.69
0.00364
4.99
852.41
218.96
0.35
Reach -1
23110
FW
Prop
FW
Trunc
2240.00
596.04
606.82
606.94
0.00144
3.78
1018.51
174.20
0.22
Reach -1
23110
FW
Corr
Eff
FW Trnc
2240.00
596.04
607.28
607.43
0.00157
4.09
992.11
196.40
0.23
Reach -1
23110
FW
Dup
Eff
FW
2240.00
604.30
612.26
613.09
0.00918
8.55
373.47
60.00
0.57
Reach -1
22970
100 -Yr
Prop
FW
Trunc
2335.00
595.51
605.86
605.90
0.00083
2.73
1619.24
336.35
0.16
Reach -1
22970
100 -Yr
Corr
Eff
FW Trnc
2335.00
595.51
606.06
606.10
0.00074
2.62
1688.69
340.00
0.15
Reach -1
22970
100 -Yr
Dup
Eff
FW
2335.00
603.80
611.01
611.16
0.00336
4.72
975.87
264.56
0.34
Reach -1
22970
FW
Prop
FW
Trunc
2335.00
595.51
606.45
606.52
0.00101
3.15
1294.31
202.80
0.18
Page 29

TravisCreek -FEMA Floodway Report.txt
Reach -1
22970
FW
Corr
Eff
FW Trnc
2335.00
595.51
607.01
607.05
0.00069
2.34
1677.39
276.51
0.13
Reach -1
22970
FW
Dup
Eff
FW
2335.00
603.80
611.69
612.00
0.00467
5.96
644.65
120.00
0.40
Reach -1
22440
100 -Yr
Prop
FW
Trunc
2335.00
595.14
605.58
605.69
0.00115
3.73
1214.55
228.24
0.21
Reach -1
22440
100 -Yr
Corr
Eff
FW Trnc
2335.00
594.40
605.71
605.82
0.00129
3.63
1176.57
230.38
0.21
Reach -1
22440
100 -Yr
Dup
Eff
FW
2335.00
601.20
608.63
608.92
0.00534
6.08
740.51
207.31
0.43
Reach -1
22440
FW
Prop
FW
Trunc
2335.00
595.14
606.09
606.26
0.00138
4.22
892.60
111.70
0.23
Reach -1
22440
FW
Corr
Eff
FW Trnc
2335.00
594.40
606.59
606.76
0.00143
4.06
879.24
111.70
0.22
Reach -1
22440
FW
Dup
Eff
FW
2335.00
601.20
609.23
609.53
0.00462
6.01
673.24
140.00
0.40
Reach -1
22110
100 -Yr
Prop
FW
Trunc
2335.00
594.72
605.30
605.36
0.00090
3.02
1477.94
261.17
0.17
Reach -1
22110
100 -Yr
Corr
Eff
FW Trnc
2335.00
594.72
605.42
605.47
0.00085
2.95
1507.35
262.19
0.17
Reach -1
22110
FW
Prop
FW
Trunc
2335.00
594.72
605.85
605.91
0.00078
2.92
1431.61
205.00
0.16
Reach -1
22110
FW
Corr
Eff
FW Trnc
2335.00
594.72
606.38
606.43
0.00062
2.69
1540.64
205.00
0.15
Reach -1
21750
100 -Yr
Prop
FW
Trunc
2335.00
593.33
605.09
605.13
0.00042
2.30
2038.30
352.07
Page 30

TravisCreek -FEMA Floodway Report.txt
0.13
21270
100 -Yr
Prop
FW
Trunc
2335.00
593.72
Reach -1
21750
100 -Yr
Corr
Eff
FW Trnc
2335.00
594.25
605.18
Corr Eff FW Trnc
605.22
0.00060
605.00
2.64
1894.55
355.09
0.15
21270
100 -Yr
Corr
Eff
FW Trnc
2335.00
593.42
Reach -1
21750
100 -Yr
Dup
Eff
FW
2335.00
598.00
606.62
606.73
0.00199
4.16
1247.34
326.55
0.27
21270
100 -Yr
Dup
Eff
FW
2335.00
598.00
Reach -1
21750
FW
Prop
FW
Trunc
2335.00
593.33
605.61
605.66
0.00056
2.37
1456.88
172.60
0.13
21270
FW
Prop
FW
Trunc
2335.00
593.72
Reach -1
21750
FW
Corr
Eff
FW Trnc
2335.00
594.25
606.19
606.24
0.00053
2.63
1770.67
270.90
0.14
21270
FW
Corr
Eff
FW Trnc
2335.00
593.42
Reach -1
21750
FW
Dup
Eff
FW
2335.00
598.00
607.31
607.46
0.00200
4.43
955.72
160.00
0.27
21270
FW
Dup
Eff
FW
2335.00
598.00
Reach -1
21270
100 -Yr
Prop
FW
Trunc
2335.00
593.72
604.99
387.51
605.01
0.00032
1.79
2297.95
379.58
0.10
Corr Eff FW Trnc
2335.00
593.44
605.00
605.02
0.00025 1.90
2574.23
Reach -1
21270
100 -Yr
Corr
Eff
FW Trnc
2335.00
593.42
605.01
2335.00
605.03
0.00029
2.04
2409.73
379.89
0.11
Reach -1
21270
100 -Yr
Dup
Eff
FW
2335.00
598.00
605.62
605.71
0.00222
4.00
1250.21
343.42
0.28
Reach -1
21270
FW
Prop
FW
Trunc
2335.00
593.72
605.48
605.51
0.00038
2.03
1792.35
222.90
0.11
Reach -1
21270
FW
Corr
Eff
FW Trnc
2335.00
593.42
606.02
606.05
0.00030
2.20
1860.28
198.00
0.11
Reach -1
21270
FW
Dup
Eff
FW
2335.00
598.00
606.02
606.23
0.00337
5.13
796.59
150.00
0.34
Reach -1 21250
100 -Yr
Prop FW Trunc
2335.00
593.66
604.99
605.01
0.00029 1.47
2400.70
387.51
0.08
Reach -1 21250
100 -Yr
Corr Eff FW Trnc
2335.00
593.44
605.00
605.02
0.00025 1.90
2574.23
387.83
0.10
Reach -1 21250
100 -Yr
Dup Eff FW
2335.00
598.00
Page 31

TravisCreek -FEMA Floodway Report.txt
605.60
605.68
0.00085
2.57
1399.52
343.05
0.17
593.43
604.96
604.97
0.00021
Reach -1 21250
FW
Prop
FW Trunc
2335.00
593.66
605.48
605.50
0.00035
1.67
1941.88
237.30
0.09
21085
100 -Yr
Corr
Eff
FW Trnc
Reach -1 21250
FW
Corr
Eff FW Trnc
2335.00
593.44
605.76
606.02
0.00165
5.09
737.36
80.00
0.26
Reach -1 21250
FW
Dup
Eff FW
2335.00
598.00
606.05
606.15
0.00096
2.84
1006.71
160.00
0.19
2.58
1431.75
378.16
0.18
Reach -1
21085
100 -Yr
Prop
FW
Trunc
2335.00
593.43
604.96
604.97
0.00021
1.41
2762.35
425.92
0.08
Reach -1
21085
100 -Yr
Corr
Eff
FW Trnc
2335.00
592.75
604.96
604.98
0.00028
2.02
2661.18
425.88
0.11
Reach -1
21085
100 -Yr
Dup
Eff
FW
2335.00
598.00
605.49
605.56
0.00088
2.58
1431.75
378.16
0.18
Reach -1
21085
FW
Prop
FW
Trunc
2335.00
593.43
605.44
605.46
0.00025
1.60
2223.04
261.70
0.08
Reach -1
21085
FW
Corr
Eff
FW Trnc
2335.00
592.75
605.75
605.80
0.00054
2.93
1751.22
259.98
0.15
Reach -1
21085
FW
Dup
Eff
FW
2335.00
598.00
605.94
606.02
0.00085
2.65
1133.10
190.00
0.18
Reach -1
21075
100 -Yr
Prop
FW
Trunc
2335.00
592.41
604.96
604.97
0.00022
1.49
2787.56
432.47
0.08
Reach -1
21075
100 -Yr
Corr
Eff
FW Trnc
2335.00
592.89
604.96
604.97
0.00026
1.50
2713.46
433.67
0.08
Reach -1
21075
100 -Yr
Dup
Eff
FW
2335.00
598.40
605.49
605.54
0.00166
3.12
1523.35
459.61
0.22
Reach -1
21075
FW
Prop
FW
Trunc
2335.00
592.41
605.44
605.46
0.00027
1.69
2191.36
258.60
0.09
Page 32

TravisCreek -FEMA Floodway Report.txt
Reach -1 21075
FW
Corr Eff FW Trnc
2335.00
592.89
605.76
605.79
0.00054 2.26
1794.15
265.00
0.12
0.00014
1.06
3283.85
Reach -1 21075
FW
Dup Eff FW
2335.00
598.40
605.90
606.01
0.00218 3.74
1047.69
225.00
0.25
100 -Yr
Corr
Eff
FW Trnc
Reach -1
21030
100 -Yr
Prop
FW
Trunc
2335.00
593.34
604.95
604.96
0.00014
1.06
3283.85
471.68
0.06
Reach -1
21030
100 -Yr
Corr
Eff
FW Trnc
2335.00
592.53
604.95
604.96
0.00017
1.56
3070.63
471.96
0.08
Reach -1
21030
100 -Yr
Dup
Eff
FW
2335.00
594.70
605.44
605.47
0.00048
2.25
2111.40
458.33
0.13
Reach -1
21030
FW
Prop
FW
Trunc
2335.00
593.34
605.43
605.44
0.00017
1.19
2591.71
280.10
0.06
Reach -1
21030
FW
Corr
Eff
FW Trnc
2335.00
592.53
605.68
605.76
0.00060
3.07
1472.53
225.27
0.16
Reach -1
21030
FW
Dup
Eff
FW
2335.00
594.70
605.87
605.91
0.00048
2.31
1681.77
235.00
0.13
Page 33
Reach -1
20970
100 -Yr
Prop
FW
Trunc
2910.00
593.21
604.93
604.95
0.00018
1.60
3975.71
618.37
0.08
Reach -1
20970
100 -Yr
Corr
Eff
FW Trnc
2910.00
592.32
604.93
604.94
0.00028
0.29
3853.62
618.19
0.01
Reach -1
20970
100 -Yr
Dup
Eff
FW
2910.00
594.00
605.39
605.44
0.00076
3.03
2248.52
507.38
0.17
Reach -1
20970
FW
Prop
FW
Trunc
2910.00
593.21
605.41
605.43
0.00021
1.80
2937.52
319.50
0.09
Reach -1
20970
FW
Corr
Eff
FW Trnc
2910.00
592.32
605.63
605.67
0.00092
0.54
1979.30
275.00
0.03
Reach -1
20970
FW
Dup
Eff
FW
2910.00
594.00
605.81
605.88
0.00077
3.13
1758.53
260.00
Page 33

TravisCreek -FEMA Floodway Report.txt
0.17
Reach -1
20230
100 -Yr
Prop
FW
Trunc
3045.00
592.20
604.48
604.64
0.00156
4.47
1393.96
273.99
0.24
Reach -1
20230
100 -Yr
Corr
Eff
FW Trnc
3045.00
592.20
604.48
604.64
0.00156
4.47
1393.96
273.99
0.24
Reach -1
20230
100 -Yr
Dup
Eff
FW
3045.00
592.80
604.51
604.67
0.00158
4.45
1397.66
274.78
0.24
Reach -1
20230
FW
Prop
FW
Trunc
3045.00
592.20
604.90
605.08
0.00153
4.54
1210.16
170.00
0.24
Reach -1
20230
FW
Corr
Eff
FW Trnc
3045.00
592.20
604.90
605.08
0.00153
4.54
1210.16
170.00
0.24
Reach -1
20230
FW
Dup
Eff
FW
3045.00
592.80
604.93
605.11
0.00156
4.54
1208.50
170.00
0.24
Reach -1
19430
100 -Yr
Prop
FW
Trunc
3045.00
591.10
602.84
603.11
0.00234
5.42
1116.09
250.71
0.29
Reach -1
19430
100 -Yr
Corr
Eff
FW Trnc
3045.00
591.10
602.84
603.11
0.00234
5.42
1116.09
250.71
0.29
Reach -1
19430
100 -Yr
Dup
Eff
FW
3045.00
591.10
602.87
603.14
0.00230
5.39
1123.34
251.46
0.29
Reach -1
19430
FW
Prop
FW
Trunc
3045.00
591.10
603.58
603.79
0.00169
4.82
1142.53
180.00
0.25
Reach -1
19430
FW
Corr
Eff
FW Trnc
3045.00
591.10
603.58
603.79
0.00169
4.82
1142.53
180.00
0.25
Reach -1
19430
FW
Dup
Eff
FW
3045.00
591.10
603.60
603.81
0.00167
4.80
1145.75
180.00
0.25
Reach -1 17790 100 -Yr Prop FW Trunc 3045.00 589.50
Page 34

TravisCreek -FEMA Floodway Report.txt
600.75
16030
600.83
0.00089
FW
3.30
1652.52
233.87
0.18
594.13
597.26
0.00770
9.22
564.32
118.79
Reach -1
17790
100 -Yr
Corr
Eff
FW Trnc
3045.00
589.50
600.75
16030
600.83
0.00089
Eff
3.30
1652.52
233.87
0.18
594.13
597.26
0.00770
9.22
564.32
118.79
Reach -1
17790
100 -Yr
Dup
Eff
FW
3045.00
589.50
600.80
16030
600.87
0.00087
Eff
3.28
1663.15
234.19
0.17
597.26
0.00770
9.23
564.27
118.78
Reach -1
17790
FW
Prop
FW
Trunc
3045.00
589.50
601.42
16030
601.54
0.00111
FW
3.85
1315.80
150.00
0.20
594.13
597.77
0.00546
8.16
656.02
128.65
Reach -1
17790
FW
Corr
Eff
FW Trnc
3045.00
589.50
601.42
16030
601.54
0.00111
Eff
3.85
1315.80
150.00
0.20
594.13
597.77
0.00546
8.16
656.02
128.65
Reach -1
17790
FW
Dup
Eff
FW
3045.00
589.50
601.45
16030
601.57
0.00110
Eff
3.83
1319.91
150.00
0.20
597.77
0.00546
8.16
655.95
128.64
Reach -1
16030
100 -Yr
Prop
FW
Trunc
3045.00
585.50
596.35
594.13
597.26
0.00770
9.22
564.32
118.79
0.52
Dup Eff FW
3045.00
584.20
596.75
596.84
0.00072 3.22
1592.74
Reach -1
16030
100 -Yr
Corr
Eff
FW Trnc
3045.00
585.50
596.35
594.13
597.26
0.00770
9.22
564.32
118.79
0.52
Reach -1
16030
100 -Yr
Dup
Eff
FW
3045.00
585.50
596.35
597.26
0.00770
9.23
564.27
118.78
0.52
Reach -1
16030
FW
Prop
FW
Trunc
3045.00
585.50
597.09
594.13
597.77
0.00546
8.16
656.02
128.65
0.44
Reach -1
16030
FW
Corr
Eff
FW Trnc
3045.00
585.50
597.09
594.13
597.77
0.00546
8.16
656.02
128.65
0.44
Reach -1
16030
FW
Dup
Eff
FW
3045.00
585.50
597.09
597.77
0.00546
8.16
655.95
128.64
0.44
Reach -1 15580
100 -Yr
Dup Eff FW
3045.00
584.20
595.78
595.89
0.00111 3.77
1462.11
255.09
0.20
Reach -1 15580
FW
Dup Eff FW
3045.00
584.20
596.75
596.84
0.00072 3.22
1592.74
210.00
0.17
Page 35

TravisCreek -FEMA Floodway Report.txt
Reach -1 14880
100 -Yr
Dup Eff FW
3045.00
582.20
595.57
595.59
0.00022 1.86
3307.57
504.69
0.09
376.68
0.14
Reach -1 14880
FW
Dup Eff FW
3045.00
582.20
596.56
596.59
0.00022 1.95
2650.62
270.00
0.09
596.26
0.00141 4.21
847.49
65.00
Reach -1 14435
100 -Yr
Dup Eff FW
3565.00
581.50
595.32
595.41
0.00072 3.44
2249.33
377.00
0.17
376.68
0.14
Reach -1 14435
FW
Dup Eff FW
3565.00
581.50
596.06
596.33
0.00141 5.01
1106.18
100.00
0.24
596.26
0.00141 4.21
847.49
65.00
Reach -1
14385
100 -Yr
Dup Eff FW
3565.00
581.30
595.30
587.47
595.38
0.00047 2.75
2326.17
376.68
0.14
Reach -1 14320
FW
Dup Eff FW
Reach -1
14385
FW
Dup Eff FW
3565.00
581.30
595.98
587.48
596.26
0.00141 4.21
847.49
65.00
0.21
Reach -1
14365
100 -Yr
Dup Eff FW
3565.00
581.30
594.75
587.39
595.10
0.00155 4.74
752.70
267.18
0.25
Reach -1 14320
FW
Dup Eff FW
Reach -1
14365
FW
Dup Eff FW
3565.00
581.30
595.69
587.39
595.99
0.00155 4.38
813.67
65.00
0.22
Reach -1 14320
100 -Yr
Dup Eff FW
3565.00
581.20
594.81
594.95
0.00149 4.50
1660.13
268.76
0.22
Reach -1 14320
FW
Dup Eff FW
3565.00
581.20
595.43
595.87
0.00314 6.73
866.96
95.00
0.33
Page 36

TravisCreek -FEMA Floodway Report.txt
Reach -1 13900
100 -Yr
Dup Eff FW
3625.00
580.50
594.15
594.30
0.00157 4.65
1621.34
264.78
0.23
Reach -1 13900
FW
Dup Eff FW
3625.00
580.50
594.61
594.81
0.00175 5.02
1267.64
140.00
0.25
Reach -1 12770
100 -Yr
Dup Eff FW
3625.00
578.50
592.97
593.05
0.00079 3.45
1886.68
226.61
0.17
Reach -1 12770
FW
Dup Eff FW
3625.00
578.50
593.36
593.46
0.00082 3.58
1699.24
165.00
0.17
Reach -1 11140
100 -Yr
Dup Eff FW
3625.00
576.70
591.31
591.45
0.00121 4.37
1513.01
191.75
0.21
Reach -1 11140
FW
Dup Eff FW
3625.00
576.70
591.89
592.01
0.00095 3.98
1573.83
165.00
0.18
Reach -1 10400
100 -Yr
Dup Eff FW
4620.00
575.40
590.60
590.72
0.00084 3.92
2301.28
323.62
0.18
Reach -1 10400
FW
Dup Eff FW
4620.00
575.40
591.23
591.37
0.00081 3.96
1922.93
180.00
0.18
Reach -1 9910
100 -Yr
Dup Eff FW
4760.00
574.50
590.29
590.37
0.00057 3.32
2715.89
320.18
0.15
Reach -1 9910
FW
Dup Eff FW
4760.00
574.50
590.92
591.01
0.00060 3.48
2303.06
200.00
0.15
Reach -1 8610 100 -Yr Dup Eff FW 4760.00 571.60
Page 37

TravisCreek -FEMA Floodway Report.txt
589.79 589.83 0.00030 2.54 3775.23 436.18
0.11
Reach -1 8610 FW Dup Eff FW 4760.00 571.60
590.43 590.48 0.00028 2.54 3306.05 260.00
0.11
Reach -1
8569
100 -Yr
Dup Eff FW
4760.00
571.60
589.77
579.80
589.82
0.00030 2.44
3876.79
435.73
0.11
Reach -1 8500
FW
Dup Eff FW
Reach -1
8569
FW
Dup Eff FW
4760.00
571.60
590.41
579.80
590.46
0.00030 2.53
3273.43
250.00
0.11
100 -Yr
Dup Eff FW
4760.00
572.20
588.12
Reach -1
8550
100 -Yr
Dup Eff FW
4760.00
571.60
589.32
579.80
589.42
0.00058 3.36
2680.09
336.34
0.15
Reach -1 8500
FW
Dup Eff FW
Reach -1
8550
FW
Dup Eff FW
4760.00
571.60
590.12
579.79
590.21
0.00047 3.12
2684.45
240.00
0.13
100 -Yr
Dup Eff FW
4760.00
572.20
588.12
Reach -1 8500
100 -Yr
Dup Eff FW
4760.00
571.50
589.26
589.38
0.00086 4.24
2553.31
335.13
0.18
Reach -1 8500
FW
Dup Eff FW
4760.00
571.50
590.08
590.18
0.00067 3.87
2541.51
240.00
0.16
Reach -1 8310
100 -Yr
Dup Eff FW
4760.00
571.50
589.00
589.18
0.00112 4.80
1854.35
187.91
0.21
Reach -1 8310
FW
Dup Eff FW
4760.00
571.50
589.88
590.03
0.00088 4.39
1946.91
160.00
0.19
Reach -1 7610
100 -Yr
Dup Eff FW
4760.00
572.20
588.12
588.33
0.00131 4.87
1651.72
202.55
0.22
Page 38

TravisCreek -FEMA Floodway Report.txt
Reach -1 7610 FW Dup Eff FW 4760.00
589.23 589.39 0.00093 4.29 1750.28
0.19
572.20
160.00
Reach -1 6150
100 -Yr
Dup Eff FW
4760.00
570.10
586.74
586.85
0.00077 4.04
2565.53
356.69
0.18
350.40
0.16
Reach -1 6150
FW
Dup Eff FW
4760.00
570.10
587.90
588.08
0.00087 4.51
1793.83
140.00
0.19
587.63
0.00267 7.02
741.23
45.00
Reach -1 5930
100 -Yr
Dup Eff FW
4760.00
569.30
586.56
586.68
0.00077 4.14
2526.00
351.78
0.18
350.40
0.16
Reach -1 5930
FW
Dup Eff FW
4760.00
569.30
587.55
587.83
0.00122 5.43
1446.71
110.00
0.23
587.63
0.00267 7.02
741.23
45.00
Reach -1
5867
100 -Yr
Dup Eff FW
5065.00
569.00
586.51
577.71
586.62
0.00073 3.62
2583.51
350.40
0.16
Reach -1 5770
FW
Dup Eff FW
Reach -1
5867
FW
Dup Eff FW
5065.00
569.00
586.86
577.71
587.63
0.00267 7.02
741.23
45.00
0.30
Reach -1
5810
100 -Yr
Dup Eff FW
5065.00
569.00
583.35
577.71
584.59
0.00621 8.92
567.71
309.17
0.43
Reach -1 5770
FW
Dup Eff FW
Reach -1
5810
FW
Dup Eff FW
5065.00
569.00
584.34
577.71
585.41
0.00488 8.30
610.32
45.00
0.39
Reach -1 5770
100 -Yr
Dup Eff FW
5065.00
569.00
583.95
584.08
0.00070 3.46
2308.31
326.69
0.17
Reach -1 5770
FW
Dup Eff FW
5065.00
569.00
584.67
585.02
0.00154 4.75
1066.77
75.00
Page 39

TravisCreek -FEMA Floodway Report.txt
0.22
Reach -1 5110
100 -Yr
Dup Eff FW
5150.00
567.70
583.38
583.52
0.00104 4.29
2527.68
359.59
0.20
Reach -1 5110
FW
Dup Eff FW
5150.00
567.70
583.68
583.96
0.00160 5.40
1594.01
150.00
0.25
Reach -1 4540
100 -Yr
Dup Eff FW
5150.00
566.60
582.42
582.72
0.00181 5.71
1715.72
236.92
0.26
Reach -1 4540
FW
Dup Eff FW
5150.00
566.60
582.65
582.97
0.00182 5.79
1547.18
170.00
0.26
Reach -1 2825
100 -Yr
Dup Eff FW
5150.00
562.90
579.58
579.86
0.00153 5.46
1816.99
244.68
0.24
Reach -1 2825
FW
Dup Eff FW
5150.00
562.90
579.93
580.20
0.00142 5.33
1714.98
180.00
0.23
Reach -1 1650
100 -Yr
Dup Eff FW
5150.00
560.10
577.91
578.15
0.00136 5.22
2412.12
433.98
0.22
Reach -1 1650
FW
Dup Eff FW
5150.00
560.10
578.07
578.40
0.00164 5.78
1652.83
170.00
0.25
Reach -1 1020
100 -Yr
Dup Eff FW
5150.00
558.10
577.03
577.31
0.00126 5.29
1789.50
239.83
0.22
Reach -1 1020
FW
Dup Eff FW
5150.00
558.10
577.18
577.48
0.00127 5.36
1466.03
120.00
0.22
Page 40

Reach -1
961
577.03
567.64
0.18
0.00076 3.54
Reach -1
961
577.19
567.65
0.18
558.00
Reach -1
935
576.72
567.81
0.16
0.00076 3.54
Reach -1
935
576.87
567.83
0.18
558.00
Reach -1 850
576.59
0.19
Reach -1 850
576.78
0.19
Reach -1 120
576.32
0.11
Reach -1 120
576.24
0.17
Reach -1 50
575.70 563.29
0.22
Reach -1 50
575.70 563.30
0.22
TravisCreek -FEMA Floodway Report.txt
100 -Yr
Dup Eff FW
5150.00
558.00
577.22
0.00076 3.54
1455.92
240.79
FW
Dup Eff FW
5150.00
558.00
577.38
0.00083 3.49
1474.97
120.00
100 -Yr
Dup Eff FW
5150.00
558.00
576.85
0.00058 3.08
2094.88
265.06
FW
Dup Eff FW
5150.00
558.00
577.06
0.00086 3.50
1470.54
120.00
100 -Yr
Dup Eff FW
5150.00
557.10
576.78
0.00089 4.55
2100.37
263.06
FW
Dup Eff FW
5150.00
557.10
576.99
0.00090 4.61
1877.06
180.00
100 -Yr
Dup Eff FW
5150.00
555.90
576.37
0.00030 2.83
4368.34
695.73
FW
Dup Eff FW
5150.00
555.90
576.41
0.00066 4.22
2111.08
200.00
100 -Yr
Dup Eff FW
13250.00
554.00
576.13
0.00109 5.45
3193.67
352.60
FW
Dup Eff FW
13250.00
554.00
576.13
0.00109 5.45
3193.67
352.60
Page 41

TravisCreek -FEMA Multiple Flow Report.txt
HEC -RAS Version 4.1.0 Tan 2010
U.S. Army Corps of Engineers
Hydrologic Engineering Center
609 Second Street
Davis, California
X X
XXXXXX
XXXX
XXXX
XX XXXX
X X
X
X X
X X
X X X
X X
X
X
X X
X X X
XXXXXXX
XXXX
X
XXX XXXX
XXXXXX XXXX
X X
X
X
X X
X X X
X X
X
X X
X X
X X X
X X
XXXXXX
XXXX
X X
X X XXXXX
PROJECT DATA
Project Title: Travis Creek Aycock Springs Restoration
Project File : TravisCreekAycock.prj
Run Date and Time: 2/24/2015 11:39:44 AM
Project in English units
Project Description:
Alamance County, Travis Creek, Aycock Springs Stream and Wetland
Restoration
# ## #(Haw Reedy) # # ##
TRAVIS CREEK
HCFCD Unit X # # # - # # - ##
(Flood
Hazard, Floodway) Model
10, 2, 1, 0.2% Event
Filename:
n: \NC_ flood\ 60273\ Approximates \Eng \Haw- Reedy \Eng \Travis Creek \Travis
Creek.prj
Prepared by: L Arnold Date: March 15, 2004
Reviewed by:
Date:
STATUS (Draft RAS, SVSQ, FINAL)
FPMS BR
FIA STUDY TRAVIS CR ALAMANCE CO, NC BLW
10 YR NATURAL
Page 1

TravisCreek -FEMA Multiple Flow Report.txt
TRAVIS
CR
FPMS BR FIA STUDY
10 YR
NATURAL
TRAVIS CR
FPMS BR FIA STUDY
BLW
TRAVIS CR ALAMANCE CO, NC BLW
TRAVIS CR ALAMANCE CO, NC
100 YR NATURAL
TRAVIS CR
FPMS BR FIA STUDY TRAVIS CR
ALAMANCE CO, NC BLW
100 YR NATURAL
TRAVIS CR
FPMS BR FIA
STUDY TRAVIS CR ALAMANCE CO, NC BLW
100 YR NATURAL
TRAVIS CR
PLAN DATA
Plan Title: Proposed - Multiple Truncated
Plan File : 1: \ProjectList \1221 - Axiom \14038 - Aycock \Design Files \Project
Models\ HEC - RAS \TravisCreel<Aycocl<.p09
Geometry Title: Proposed Truncated
Geometry File : 1: \ProjectList \1221 - Axiom \14038 - Aycock \Design
Files \Project Models \HEC - RAS \TravisCreekAycocl<.g04
Flow Title Imported Flow 01 Truncated
Flow File 1: \ProjectList \1221 - Axiom \14038 - Aycock \Design
Files \Project Models \HEC - RAS \TravisCreekAycocl<.f04
Plan Summary Information:
Number of: Cross Sections = 24 Multiple Openings = 0
Culverts = 1 Inline Structures = 0
Bridges = 0 Lateral Structures = 0
Computational Information
Water surface calculation tolerance = 0.01
Critical depth calculation tolerance = 0.01
Maximum number of iterations = 20
Maximum difference tolerance = 0.3
Page 2

TravisCreek -FEMA Multiple Flow Report.txt
Flow tolerance factor = 0.001
Computation Options
Critical depth computed only where necessary
Conveyance Calculation Method: At breaks in n values only
Friction Slope Method: Average Conveyance
Computational Flow Regime: Subcritical Flow
Encroachment Data
Equal Conveyance = True
Left Offset = 0
Right Offset = 0
River =
RIVER -1
Reach =
Reach -1
RS
Profile
Method
Valuel
Value2
14435
50 -Yr
0
14385
50 -Yr
0
14365
50 -Yr
0
14320
50 -Yr
0
5930
50 -Yr
0
5770
50 -Yr
0
961
50 -Yr
0
935
50 -Yr
0
850
50 -Yr
0
River =
RIVER -1
Reach =
Reach -1
RS
Profile
Method
Valuel
Value2
14435
100 -Yr
1
1627
1772
14385
100 -Yr
1
1660
1725
14365
100 -Yr
1
1660
1725
14320
100 -Yr
1
1641
1736
5930
100 -Yr
1
1990
2155
5770
100 -Yr
1
2035
2110
961
100 -Yr
1
1878
1998
935
100 -Yr
1
1878
1998
850
100 -Yr
1
1372
1552
FLOW DATA
Flow Title: Imported Flow 01 Truncated
Flow File : 1: \ProjectList \1221 - Axiom \14038 - Aycock \Design Files \Project
Models \HEC- RAS \TravisCreekAycock.f04
Flow Data (cfs)
Page 3

TravisCreek -FEMA Multiple Flow Report.txt
River
Reach
RS
10 -Yr
50 -Yr
100 -Yr
500 -Yr
RIVER -1
RIVER -1
Reach -1
27950
625
1180
1500
2520
Reach -1
100 -Yr
RIVER -1
Reach -1
26070
655
1235
1570
2635
500 -Yr
Known WS =
598.89
RIVER -1
Reach -1
25340
905
1690
2145
3570
RIVER -1
Reach -1
23335
950
1770
2240
3735
RIVER -1
Reach -1
22970
990
1840
2335
3880
RIVER -1
Reach -1
20970
1240
2300
2910
4810
RIVER -1
Reach -1
20230
1300
2410
3045
5030
Boundary Conditions
River Reach Profile Upstream
Downstream
RIVER -1
Reach -1
10 -Yr
Known WS =
593.23
RIVER -1
Reach -1
50 -Yr
Known WS =
595.15
RIVER -1
Reach -1
100 -Yr
Known WS =
596.61
RIVER -1
Reach -1
500 -Yr
Known WS =
598.89
GEOMETRY DATA
Geometry Title: Proposed Truncated
Geometry File : 1: \ProjectList \1221 - Axiom \14038 - Aycock \Design Files \Project
Models \HEC- RAS \TravisCreekAycock.g04
Page 4

TravisCreek -FEMA Multiple Flow Report.txt
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 27950
INPUT
Description: ** ATC -26 **
Station Elevation Data num= 14
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
1000
638.8
1100
631.9
1200
630.3
1271
629.7
1300
625.4
1335
616.9
1349
615
1353
613.4
1358
613.3
1364
613.7
1371
614.4
1400
618.8
1500
635.4
1539
643.3
1635
635
Manning's
n Values
num=
3
Sta
n Val
Sta
n Val
Sta
n Val
1000
.09
1353
.06
1371
.1
Bank Sta:
Left
Right
Lengths:
Left
Channel
Right
Coeff
Contr.
Expan.
1353
1371
180
180
180
.2
.4
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 27770
INPUT
Description: ** TOPO, WITH NEF; CHAN FM SEC 26 **
Station Elevation Data num= 15
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
900
635
1000
630
1200
625
1270
620
1330
615
1349
614.6
1353
613
1358
612.9
1364
613.3
1371
614
1430
615
1460
620
1535
625
1605
630
1635
635
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
900 .09 1353 .06 1371 .1
Bank Sta: Left Right Lengths: Left Channel Right
1353 1371 930 930 930
CROSS SECTION
Page 5
Coeff Contr. Expan.
.2 .4

RIVER: RIVER -1
REACH: Reach -1 RS: 26070
INPUT
Description: ** SEC 25 , NEF AT HIGHER ELEV ROB **
Station Elevation Data num= 21
Sta
TravisCreek -FEMA Multiple Flow Report.txt
Sta
Elev
RIVER: RIVER -1
Elev
Sta
Elev
Sta
Elev
1000
640.6
1100
REACH: Reach -1
1120
RS: 26840
1200
632.5
1300
625.9
1400
620.8
INPUT
618.3
1520
616.9
1600
612.3
1642
611
1645
Description: ** TOPO,
WITH
HIGHER
ELEVS
TAKEN FM
SEC 25
ROB; CHAN
FM
610.7
SEC
25 **
1900
613.8
1990
625
2055
630
2150
Station Elevation
Data
num=
17
Sta Elev
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
950 640.6
1100
637.7
1200
632
1285
625
1400
620
1490 615
1642
613.1
1645
609.8
1650
610.2
1654
610.1
1658 612.2
1750
614
1760
615
1795
620
1835
625
1910 630
2070
635
Manning's n Values
num=
3
Sta n Val
Sta
n Val
Sta
n Val
950 .09
1642
.06
1658
.1
Bank Sta: Left
Right
Lengths:
Left
Channel
Right
Coeff
Contr.
Expan.
1642
1658
600
770
770
.2
.4
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 26070
INPUT
Description: ** SEC 25 , NEF AT HIGHER ELEV ROB **
Station Elevation Data num= 21
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
1000
640.6
1100
637.7
1120
636.3
1200
632.5
1300
625.9
1400
620.8
1500
618.3
1520
616.9
1600
612.3
1642
611
1645
607.7
1650
608.1
1654
608
1658
610.1
1700
610.7
1800
612
1900
613.8
1990
625
2055
630
2150
635
2215 640
Manning's n Values
Sta n Val Sta
1000 .1 1642
Bank Sta: Left Right
1642 1658
CROSS SECTION
num= 3
n Val Sta n Val
.06 1658 .11
Lengths: Left Channel Right Coeff Contr
730 730 640 .2
Page 6
Expan.
.4

TravisCreek -FEMA Multiple Flow Report.txt
RIVER: RIVER -1
REACH: Reach -1 RS: 25340
INPUT
Description: ** SEC 24 WITH NEF **
Station Elevation Data num= 19
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
1000
640.9
1100
637
1200
631
1300
625.5
1440
620
1540
615
1730
610.9
1764
610.1
1767
606.7
1772
607
1778
607.3
1785
609.9
1800
609.7
1900
609.7
2000
609.9
2050
615
2115
625
2200
634.5
2300
644.3
612.7
1900
Manning's
n Values
num=
3
625.7
2200
629.5
Sta
n Val
Sta
n Val
Sta
n Val
1000
.11
1764
.06
1785
.11
Bank Sta:
Left
Right
Lengths:
Left
Channel
Right
Coeff
Contr.
Expan.
Bank Sta:
1764
1785
Lengths:
2005
2005
2005
Coeff
.2
.4
CROSS SECTION
1682
1707
90
90
90
.2
RIVER: RIVER -1
REACH: Reach -1 RS: 23335
INPUT
Description: This is a REPEATED section.
** PREVIOUS SEC TRANSFERRED
**
Station Elevation
Data
num=
19
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
1000
636.7
1100
631.8
1200
627.9
1300
624.1
1400
623.5
1500
620.5
1600
614.2
1648
606.9
1682
606.7
1687
606
1694
604.5
1704
605.6
1707
606.7
1755
607
1800
612.7
1900
621.8
2000
626.9
2100
625.7
2200
629.5
Manning's
n Values
num=
3
Sta
n Val
Sta
n Val
Sta
n Val
1000
.11
1682
.06
1707
.11
Bank Sta:
Left
Right
Lengths:
Left
Channel
Right
Coeff
Contr.
Expan.
1682
1707
90
90
90
.2
.4
CROSS SECTION
Page 7

TravisCreek -FEMA Multiple Flow Report.txt
RIVER: RIVER -1
REACH: Reach -1 RS: 23245
INPUT
Description: ** SEC 23; OVBK FM 21 **
Station Elevation Data num= 19
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
1000
636.6
1100
631.7
1200
627.8
1300
624
1400
623.4
1500
620.4
1600
614.1
1648
606.8
1682
606.6
1687
605.9
1694
604.4
1704
605.5
1707
606.6
1755
606.9
1800
612.6
1900
621.7
2000
626.8
2100
625.6
2200
629.4
2200
629.4
Manning's
n Values
num=
3
Sta
n Val
Sta
n Val
Sta
n Val
1000
.11
1682
.06
1707
.11
Bank Sta:
Left
Right
Lengths:
Left
Channel
Right
Coeff
Contr.
Expan.
1682
1707
44
44
44
.3
.5
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 23201
INPUT
Description: ** SR 1500; OVBKS FM SEC 23 **
Station Elevation Data num= 20
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
1000
636.6
1100
631.7
1200
627.8
1300
624
1400
623.4
1500
620.4
1575
615.9
1600
614.1
1648
606.8
1679
606.5
1679
604.6
1707
604.6
1707
606.5
1755
606.9
1800
612.6
1857
617.8
1900
621.7
2000
626.8
2100
625.6
2200
629.4
Manning's
Sta
1000
Bank Sta:
Ineffecti
Sta L
1000
n Values
n Val Sta
.1 1679
Left Right
1679 1707
ve Flow num=
Sta R Elev
1679 615.2
num= 3
n Val Sta n Val
.06 1707 .1
Lengths: Left Channel Right
41 41 41
2
Permanent
F
Page 8
Coeff Contr. Expan.
.3 .5

1707 2200
CULVERT
TravisCreek -FEMA Multiple Flow Report.txt
615.5 F
RIVER: RIVER -1
REACH: Reach -1 RS: 23180.5
INPUT
Description: Bridge #5
Distance from Upstream XS
= 9.5
Deck /Roadway Width
= 22
Weir Coefficient
= 3
Upstream Deck /Roadway Coordinates
num= 18
Sta Hi Cord Lo Cord
Sta Hi
Cord
Lo Cord
Sta
Hi Cord
Lo Cord
1000 636.6 0
1100
631.7
0
1200
627.8
0
1300 624 0
1400
623.4
0
1500
620.4
0
1575 615.9 0
1600
615.5
0
1679
615.2
0
1679 615.2 0
1707
615.5
0
1707
615.5
0
1800 616.6 0
1857
617.8
0
1900
621.7
0
2000 626.8 0
2100
625.6
0
2200
629.4
0
Upstream Bridge Cross Section Data
Station Elevation Data
num=
20
Sta Elev Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
1000 636.6 1100
631.7
1200
627.8
1300
624
1400
623.4
1500 620.4 1575
615.9
1600
614.1
1648
606.8
1679
606.5
1679 604.6 1707
604.6
1707
606.5
1755
606.9
1800
612.6
1857 617.8 1900
621.7
2000
626.8
2100
625.6
2200
629.4
Manning's n Values
num=
3
Sta n Val Sta
n Val
Sta
n Val
1000 .1 1679
.06
1707
.1
Bank Sta: Left Right
Coeff Contr.
Expan.
1679 1707
.3
.5
Ineffective Flow num=
2
Sta L Sta R Elev
Permanent
1000 1679 615.2
F
1707 2200 615.5
F
Downstream Deck /Roadway Coordinates
num= 18
Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord
1000 636.6 0 1100 631.7 0 1200 627.8 0
Page 9

Bank Sta: Left
1679
Ineffective Flow
Sta L Sta R
1155 1679
1707 2230
Right Coeff Contr. Expan.
1707 .3 .5
num= 2
Elev Permanent
612.6 F
612.6 F
Upstream Embankment side slope = 0 horiz. to 1.0 vertical
Downstream Embankment side slope = 0 horiz. to 1.0 vertical
Maximum allowable submergence for weir flow = .98
Elevation at which weir flow begins = 615.2
Energy head used in spillway design =
Spillway height used in design =
Weir crest shape = Broad Crested
Number of Culverts = 1
Culvert Name Shape Rise Span
Culvert #1 Box 8 13.5
FHWA Chart # 8 - flared wingwalls
FHWA Scale # 1 - Wingwall flared 30 to 75 deg.
Solution Criteria = Highest U.S. EG
Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef
Exit Loss Coef
.5 40 .012
1
Number of Barrels = 2
Upstream Elevation = 603.6
Centerline Stations
Sta. Sta.
.06 1 .4
Page 10
TravisCreek -FEMA Multiple Flow
Report.txt
1300
624
0
1400
623.4
0
1500
620.4
0
1575
615.9
0
1600
615.5
0
1679
615.2
0
1679
615.2
0
1707
615.5
0
1707
615.5
0
1800
616.6
0
1857
617.8
0
1900
621.7
0
2000
626.8
0
2100
625.6
0
2200
629.4
0
Downstream
Bridge
Cross
Section Data
Station Elevation
Data
num=
15
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
1155
632.7
1340
622
1470
617.5
1560
612.5
1630
606.9
1679
606.5
1679
604.6
1707
604.6
1707
606.5
1755
606.9
1800
612.6
1870
618
1950
621
2050
624.8
2230
629.4
Manning's
n Values
num=
3
Sta
n Val
Sta
n Val
Sta
n Val
1155
.1
1679
.06
1707
.1
Bank Sta: Left
1679
Ineffective Flow
Sta L Sta R
1155 1679
1707 2230
Right Coeff Contr. Expan.
1707 .3 .5
num= 2
Elev Permanent
612.6 F
612.6 F
Upstream Embankment side slope = 0 horiz. to 1.0 vertical
Downstream Embankment side slope = 0 horiz. to 1.0 vertical
Maximum allowable submergence for weir flow = .98
Elevation at which weir flow begins = 615.2
Energy head used in spillway design =
Spillway height used in design =
Weir crest shape = Broad Crested
Number of Culverts = 1
Culvert Name Shape Rise Span
Culvert #1 Box 8 13.5
FHWA Chart # 8 - flared wingwalls
FHWA Scale # 1 - Wingwall flared 30 to 75 deg.
Solution Criteria = Highest U.S. EG
Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef
Exit Loss Coef
.5 40 .012
1
Number of Barrels = 2
Upstream Elevation = 603.6
Centerline Stations
Sta. Sta.
.06 1 .4
Page 10

TravisCreek -FEMA Multiple Flow Report.txt
1685.75 1700.25
Downstream Elevation = 603.6
Centerline Stations
Sta. Sta.
1685.75 1700.25
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1
RS: 23160
INPUT
Description: ** SR 1500; SEC ATC -22, MOD BY SEC 23 **
Station Elevation
Data
num=
15
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
1155
632.7
1340
622
1470
617.5
1560
612.5
1630
606.9
1679
606.5
1679
604.7
1707
604.7
1707
606.5
1755
606.9
1800
612.6
1870
618
1950
621
2050
624.8
2230
629.4
Manning's
n Values
num=
3
Sta
n Val
Sta
n Val
Sta
n Val
1155
.1
1679
.06
1707
.1
Bank Sta:
Left
Right
Lengths:
Left
Channel
Right
Coeff
Contr.
Expan.
1679
1707
50
50
50
.3
.5
Ineffective Flow
num=
2
Sta L
Sta R
Elev
Permanent
1155
1679
612.6
F
1707
2230
612.6
F
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 23110
INPUT
Description:
Station Elevation Data
Sta Elev Sta
0 611.99 5.06
42.25 610.03 54.3
95.42 608.52 95.79
143.96 606.02 168.66
212.61 604.04 217.55
num=
Elev
611.84
610.01
608.51
604.89
603.91
57
Sta
10.71
61.77
96.96
172.94
224.26
Elev Sta
611.59 25.76
609.64 70.72
608.46 125.23
604.62 174.94
603.67 236.01
Page 11
Elev
610.76
609.44
607.2
604.59
603.52
Sta Elev
26.74 610.72
77.78 609.3
135.51 606.65
193.45 604.35
242.91 603.13

Tra
260.2 602.63 263.92
297.1 601.64 300.64
318.6 596.54 320.75
341.72 601.5 343.69
364.95 601.89 372.51
418.03 601.49 421.07
551.98 608.61 667.8
visCre6
602.48
601.44
596.25
601.7
601.97
601.38
612.1
-FEMA ML
267.35
310.66
327.73
344.73
380.5
447.29
iltiple Flow Rep(
602.41 272.38
601.38 312.88
596.54 333.65
601.8 351.06
601.99 390.2
600.89 465.72
)rt.txt
602.25
601.48
596.04
601.78
601.79
600.84
280.76 602.07
318.29 596.84
336.57 597.91
361.4 602.01
413.78 601.51
506.22 604.62
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .1 312.88 .06 343.69 .1
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
312.88 343.69 346 357 324 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 22970
INPUT
Description: ** TOPO MOD
Station Elevation Data
Sta Elev Sta
0 618.21 1.38
48.05 611.55 55.58
97.81 607.96 100.47
134.04 607.78 140.43
170.58 608.25 174.42
189.88 606.46 190.87
198.43 605.68 200.27
204.63 605.11 205.03
206.85 604.9 207.49
239.72 602.39 241.42
291.07 600.95 295.35
356.89 600.86 366.63
393.15 599.98 403.64
428.11 600.16 435.15
456.83 595.51 463.63
478.89 600 481.76
492.75 599.69 498.39
535.52 606.24 575.28
617.79 612.06 623.18
627.57 611.12 627.87
644.5 619.04 651.64
BY SEC
num=
Elev
618.37
609.3
607.92
607.83
607.64
606.37
605.51
605.07
604.84
602.45
600.99
600.38
599.86
600.36
595.85
598.65
600.36
612.41
610.85
611.15
619.26
?3; CHAN
103
Sta
5.38
72.5
105.6
150.93
174.93
195.39
202.13
205.39
207.79
259.45
341.38
381.8
406.29
451.33
471.55
487.58
516.48
590.22
625.24
629.1
653.15
FM ATC -21 **
Elev Sta
618.36 28.72
608.94 75.6
607.63 117.07
607.86 159.27
607.84 176.95
605.96 196.06
605.34 202.94
605.04 205.75
604.82 208.94
601.95 272.84
601.03 342.23
600.17 387.34
599.95 414.82
600.86 453.93
598.54 474.51
596.49 488.01
603.01 525.04
614.52 591.36
610.85 626.56
611.29 629.57
619.27
Page 12
Elev
616.63
608.9
607.4
608.5
607.65
605.9
605.26
605
604.71
601.31
601.03
600.08
600.07
598.23
600.55
596.79
604.73
614.65
611
611.34
Sta Elev
33.08 616.53
86.45 608.65
123.3 607.28
164.65 608.45
186.62 606.76
196.74 605.83
203.34 605.23
206.21 604.96
226.95 602.37
288.73 600.96
344.16 601.04
388.69 600.05
423.45 600.1
455.71 595.66
477.63 600.14
491.23 598.75
528.41 605.22
612.63 611.87
627.12 611.07
630.4 613.5

TravisCreek -FEMA Multiple Flow Report.txt
Manning's n Values
num=
5
Sta n Val Sta
n Val
Sta n Val
Sta n Val
Sta
n Val
0 .1 451.33
.06
474.51 .1
478.89 .06
492.75
.1
Bank Sta: Left Right
Lengths:
Left Channel
Right Coeff
Contr.
Expan.
451.33 474.51
216 209
206
.1
.3
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 22440
INPUT
Description: ** T
Station Elevation
Sta Elev
0 615.64
44.32 612.39
74.24 609.23
96.41 606.34
146.05 602.35
179.61 600.14
200.6 599.18
234.95 597.94
249.1 595.24
292.66 599.57
365.19 611.35
409.74 611.77
413.44 612.19
416.92 612.58
421.64 613.11
437.37 618.62
3PO,AD3.
Data
Sta
14.33
50.38
86.48
122.67
151.03
183.24
209.72
240.35
256.84
303.37
373.65
410.19
414.84
417.36
423.12
Manning's n Values
Sta n Val Sta
0 .1 234.95
Bank Sta: Left Right
234.95 262.24
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1
BASED
num=
Elev
614.61
611.6
608.06
604.03
601.97
599.98
599.15
595.24
595.24
600.21
611.61
611.82
612.35
612.63
613.28
)N 23;NR OVBK &
76
Sta Elev
16.67 614.48
55.75 610.89
92.36 606.97
132.79 603.17
157.38 601.42
187.68 599.82
211.99 599.12
248.09 595.24
262.24 597.94
307.07 600.46
376.61 611.23
411.07 611.92
415.41 612.41
418.61 612.77
423.55 613.33
num= 3
n Val Sta n Val
.06 262.24 .1
--HAN FM
Sta
34.63
67.35
93.37
135.2
161.88
194.07
216.37
248.3
277.24
310.04
400.46
411.55
416.02
419.36
425.65
Lengths: Left Channel Right
309 313 310
RS: 22110
Page 13
?1; NEF
Elev
613.47
609.8
606.62
602.94
600.94
599.41
599.13
595.14
597.94
601.09
612.12
611.97
612.48
612.86
613.57
OB **
Sta Elev
35.39 613.42
71.15 609.56
94.88 606.5
139.7 602.7
172.57 600.41
198.47 599.18
219.94 597.94
248.89 595.14
282.29 599.62
352.45 609.29
402.02 611.76
412.82 612.12
416.59 612.54
420.65 613
433.63 617.13
Coeff Contr. Expan.
.1 .3

INPUT
Description:
Station Elevation
Sta Elev
0 617.42
22.95 616.04
58.44 614.46
105.27 609.63
137.92 601.14
184.32 599.46
209.96 598.92
273.08 598.78
316.59 595.16
357.9 600.95
389.87 605.72
Trz
Data
Sta
.45
26.66
69.29
105.85
142.86
186.76
218.69
299.48
319.3
371.58
391.02
visCreek
num=
Elev
617.39
615.7
613.83
609.54
600.9
599.37
598.86
598.23
599.42
602.57
605.84
-FEMA ML
54
Sta
4.83
36.08
80.15
108.15
144.52
197.67
228.29
306.19
341.88
372.46
397.87
iltiple Flow Rep(
Elev Sta
617.09 5.82
615.48 41.6
612.37 83.66
609.29 122.47
600.99 147.09
598.96 202.98
598.77 271.42
595.21 311.52
599.38 343.65
602.71 387.74
606.58 453.58
)rt . txt
Elev
617.02
615.26
612.17
606.47
600.88
598.95
598.8
594.87
599.31
605.36
611.46
Sta Elev
8.92 616.86
46.03 615.09
100.12 610.2
132.87 603.26
152.63 600.65
206.14 598.94
271.8 598.8
313.56 594.72
344.31 599.33
389.38 605.64
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .1 299.48 .06 319.3 .1
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
299.48 319.3 375 381 390 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 21750
INPUT
Description: ** SEC 21 **
Station Elevation Data
Sta Elev Sta
0 614.74 9.65
47.36 612.11 53.37
80.19 609.28 84.56
110.5 607.06 130.81
151.76 604.53 159.46
164.64 603.44 183.05
210.9 601.86 225.3
268.28 599.35 272.84
295.05 598.37 306.7
327.67 597.52 328.85
435.31 593.33 442.91
474.63 600.71 496.91
534.58 612.48 538.99
num=
Elev
614.57
611.43
609.07
605.92
604.05
602.73
600.99
599.2
598.04
597.13
597.13
605.27
613.01
63
Sta
22.14
57.85
87.27
131.12
161.44
194.63
232.61
287.05
317.22
400.22
456.72
509.13
582.79
Elev Sta
613.79 30.39
610.66 63.11
608.89 93.86
605.91 131.72
603.94 163.15
602.24 206.29
600.55 238.73
598.59 288.55
598.16 318.61
597.13 409.61
597.13 466.56
607.76 519.59
613.52
Page 14
Elev
613.62
610.37
608.14
605.86
603.67
602.06
600.2
598.55
598.13
597.13
600.41
609.69
Sta Elev
42.36 612.55
71.16 609.72
108.07 607.19
148.19 604.83
164.27 603.49
207.65 602.03
242.95 599.97
292.79 598.42
320.06 597.99
434.31 593.33
467.52 600.46
523.39 610.53

Trz
Manning's n Values
Sta n Val Sta
0 .1 409.61
Bank Sta: Left Right
409.61 442.91
CROSS SECTION
visCreek -FEMA Multiple Flow Report.txt
num= 3
n Val Sta n Val
.06 442.91 .11
Lengths: Left Channel Right Coeff Contr. Expan.
311 302 297 .1 .3
RIVER: RIVER -1
REACH: Reach -1 RS: 21270
INPUT
Description: ** SEC 20 -A W /CHAN
Station Elevation Data num=
Sta Elev Sta Elev
0 609.96 4.94 609.62
35.3 608.49 38.96 608.29
71.73 607.46 83.61 606.68
116.65 604.6 120.14 604.07
126.93 602.87 127.39 602.88
130.28 602.97 137.89 602.84
180.64 600.95 191.32 600.68
230.72 599.6 231.85 599.58
258.24 598.37 265.97 598.32
283.76 599.09 294.37 600.1
306.79 600.83 313.81 600.5
330.45 596.52 404.5 596.52
418.45 593.72 418.65 593.82
461.25 596.42 464.3 596.58
499.19 606.98 506.2 608.95
554.68 614.41 566.15 615
M SEC 21
80
Sta
11.3
42.46
86.21
125.37
128.35
140.37
204.9
232.5
272.41
295.35
314.66
409.9
426.41
474.54
517.61
574.82
**
Elev
609.44
608.1
606.44
602.96
602.91
602.71
600.3
599.55
598.32
600.18
600.45
593.82
593.82
599.67
610.17
615.41
Sta Elev
24.21 609.12
56.41 607.65
96.5 605.66
125.92 602.83
129.11 602.93
145.37 602.32
212.95 600.02
243.03 598.96
275.94 598.52
296.65 600.13
316.14 600.15
417.65 593.82
431.8 596.52
479.71 601.58
534.88 612.53
591.3 616.36
Sta
27.26
71.24
103.58
126.56
129.67
158.43
218.67
252.81
280.37
301.91
318.62
417.85
452.94
489.43
544.63
595.56
Elev
608.96
607.47
605.37
602.85
602.95
601.8
599.89
598.58
598.74
600.57
599.32
593.72
596.52
604.96
613.57
616.64
Manning's n Values num= 4
Sta n Val Sta n Val Sta n Val Sta n Val
0 .1 404.5 .1 409.9 .06 452.94 .11
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
404.5 431.8 21 21 21 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1
RS: 21250
Page 15

INPUT
Description: ** S
Station Elevation
Sta Elev
0 609.6
32.66 608.53
56.83 607.67
94.31 605.49
113.11 604.07
121.48 602.82
133.31 602.58
196.16 600.18
242.71 598.41
271.53 598.61
294.34 600.66
323.86 596.46
425.47 593.66
470.79 597.82
516.1 610.64
565.1 615.54
593.96 617.36
Trz
EC 20 -A
Data
Sta
3.39
37.46
61.35
103.63
119.18
122.12
139.07
199.4
243.03
273.26
307.08
411.52
425.67
485.35
531.49
577.86
595.56
visCreek-
EXTENDED
num=
Elev
609.5
608.45
607.4
604.95
602.75
602.84
602.14
600.09
598.41
598.66
600.2
596.46
593.76
603.37
612.76
616.51
617.44
FEMA ML
ON LOB
82
Sta
5.97
46.54
71.11
110.44
119.48
122.85
148.17
200.55
252.22
277.99
307.44
416.92
433.43
489.32
534.88
583.92
iltiple Flow Rep(
**
Elev Sta
609.46 9.33
608.45 47.55
606.71 77.92
604.48 111.34
602.76 120.6
602.86 123.25
601.77 173.47
600.06 219.79
598.28 261.9
599.26 283.98
600.23 307.96
593.76 424.67
593.76 438.82
604.63 499.46
613.22 539.45
616.8 591.06
)rt . txt
Elev
609.38
608.41
606.25
604.41
602.8
602.88
600.8
599.55
598.05
599.87
600.21
593.76
596.46
607.73
613.71
617.21
Sta Elev
17.47 608.91
48.68 608.31
85.68 605.86
112.5 604.2
120.94 602.81
130.01 602.76
178.53 600.67
233.68 598.92
270.96 598.56
284.85 599.95
322.97 596.67
424.87 593.66
466.89 596.46
506.8 608.81
542.59 613.97
592.95 617.31
Manning's n Values num= 4
Sta n Val Sta n Val Sta n Val Sta n Val
0 .1 411.52 .1 424.67 .06 466.89 .1
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
411.52 438.82 127 134 141 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 21085
INPUT
Description: ** TOPO; OV
Station Elevation Data
Sta Elev Sta
0 613.68 6.25
30.82 612.98 48.02
67.17 611.13 80
103.61 609.68 117.22
148.28 607.56 151.05
183.73 605.66 190.96
209.58 603.65 213.93
216.8 602.71 222.51
3KS MOD
num=
Elev
613.61
612.28
610.65
609.02
607.31
605.22
602.61
602.62
3Y 20A Ri
103
Sta
18.74
49.83
83.29
120.22
155.65
198.05
214.73
226.82
)B; CHAN FM 20 -A
Elev Sta
613.37 20.13
612.21 50.13
610.52 83.95
608.87 132.02
607.04 170.02
604.81 205.51
602.64 215.49
602.39 230.69
Page 16
**
Elev
613.33
612.19
610.5
608.34
606.5
604.32
602.67
602.07
Sta Elev
20.62 613.31
50.69 612.16
97.79 609.95
135.25 608.19
172.72 606.39
208.1 604.01
216.32 602.69
261.61 600.77

Tra
264.05 600.65 267.13
323.77 598.63 331.06
368.07 599.15 373.32
389.46 599.98 393.16
441.07 596.09 445.98
499.85 593.53 500.05
514 596.23 528.99
535.82 597.15 539.08
560.85 596.83 562.95
596.87 599.22 610.34
635.44 608.14 642.8
670.08 613.39 676.75
698.18 615.71 706.82
visCreek
600.55
598.38
599.54
599.06
596.18
593.43
596.23
597.18
596.56
601.81
609.47
614.08
616.21
-FEMA ML
285.6
347.88
376.19
400.85
446.83
500.64
531.08
545.72
566.17
619.52
654.72
689.46
721.56
iltiple Flow Rep(
600.02 293.96
597.88 350.15
599.61 379.13
597.27 406.07
596.23 486.69
593.43 500.85
596.92 531.52
597.07 548.83
595.86 568.01
604.48 625.3
611.37 659.51
615.14 692.06
617.11
)rt . txt
599.8
598.01
599.86
596.06
596.23
593.53
596.95
597.2
595.54
605.96
612.23
615.34
304.48 599.52
358.37 598.8
381.9 600.06
432.91 596.06
492.1 593.53
508.6 593.53
535.45 597.15
552 597.12
576.82 595.98
627.66 606.51
663.06 612.5
696.58 615.62
Manning's
n Values
num=
6
Sta
n Val Sta
n Val
Sta
n Val
Sta
n Val Sta
n Val
0
.1 432.91
.11
492.1
.06
528.99
.11 562.95
.06
576.82
.11
Bank Sta:
Left Right
Lengths:
Left
Channel
Right
Coeff Contr.
Expan.
486.69 514
11
11
11
.1
.3
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 21075
INPUT
Description: ** TOPO W/
Station Elevation Data
Sta Elev Sta
0 612.85 1.37
25.44 612.65 32.03
53.89 611.87 59.71
90.31 610.19 104.63
131.61 608.15 139.05
169.07 606.41 176.4
209.45 604.04 212.51
217.11 602.64 222.51
263.27 600.61 272.7
310.93 599.07 346.42
365.96 599.36 366.89
382.61 600.18 384.39
401.47 597.39 402.3
495.49 592.41 520.19
544.32 597.05 548.02
)VBKS FM
num=
Elev
612.83
612.81
611.51
609.54
607.71
605.94
603.25
602.57
600.29
597.85
599.45
600.12
597.13
596.21
597.21
21030;
98
Sta
5.17
41.8
66.18
108.05
143.8
185.16
214.64
227.34
283.68
347.72
375.16
389.09
405.52
537.07
553.42
KLCH BASED ON NEW
Elev Sta
612.79 8.54
612.69 42.1
611.08 76.34
609.37 113.45
607.47 150.6
605.49 192.95
602.56 215.7
602.3 230.51
599.98 296.84
597.82 353.6
600.15 376.04
600.07 391.6
596.21 486.89
596.21 543.46
597.45 558.62
Page 17
CHAN;
Elev
612.73
612.69
610.67
609.09
607.22
605.04
602.59
602.05
599.63
598.38
600.25
599.88
596.21
597.03
597.31
3TA NOT CHG **
Sta Elev
18.91 612.6
42.88 612.64
83.83 610.45
126.09 608.52
162.69 606.74
197.49 604.74
216.6 602.62
255.83 600.98
301.81 599.49
358.5 598.85
379.13 600.23
400.58 597.61
494.49 592.41
543.83 597.06
561.5 597.07

Trz
563.59 596.81 568.41
585.17 596.48 616.5
646.97 609.22 651.45
682.91 614.23 685.19
712.78 616.36 717.51
visCreel<
596.2
602.57
610.03
614.46
616.63
-FEMA ML
570.1
618.09
653.42
689.51
720.38
iltiple Flow Rep(
595.83 578.11
602.92 619.05
610.35 662.62
614.82 697.68
616.81
)rt.txt
596.17 584.16 596.49
603.11 634.7 606.89
612 669.43 612.53
615.45 701.36 615.68
Manning's n Values num= 4
Sta n Val Sta n Val Sta n Val Sta n Val
0 .1 486.89 .1 494.49 .06 520.19 .1
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
486.89 520.19 66 61 50 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 21030
INPUT
Description: ** TOPO SEC, MOD BY SEC 20 -A AND NEF ROB **
Station Elevation Data num= 89
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 610.33 9.91 610.2 18 610.11 19.45 610.07 21.74 609.98
30.77 609.62 35.25 609.34 47.18 608.67 53.34 608.29 59.8 607.96
71.86 607.22 73.87 607.06 78.37 606.88 87.81 606.47 92.17 606.33
106.25 605.95 111.57 605.63 123.78 604.75 134.59 603.72 138.57 603.39
140.43 603.04 144.92 602.41 145.69 602.44 146.29 602.46 147.29 602.49
150.82 602.42 156.92 602.08 158.11 601.98 168.7 601.54 181.17 600.92
189.01 600.54 191.63 600.45 206.77 599.95 221.96 599.53 222.87 599.5
227.24 599.34 237.87 598.96 263.4 597.93 267.84 597.58 272.16 596.14
406.09 596.14 425.81 596.14 430.88 593.44 438.63 593.44 438.83 593.34
439.43 593.34 439.63 593.44 447.38 593.44 452.79 596.14 465.58 596.14
468.84 596.56 477.91 596.83 488.03 597.04 489.21 597.08 491.55 597.12
504.53 597.31 506.56 597.21 507.31 597.13 510.37 596.66 512.81 596.27
514.16 596.15 519.41 595.92 521.38 595.99 525.24 595.75 527.83 596.23
532.7 596.95 536 596.97 540.34 596.95 548.31 596.85 551.92 596.87
565.14 599.59 584.32 604.06 589.03 604.82 592.19 604.85 606.22 607.61
623.33 609.89 626.73 609.98 649.47 611.33 675.2 613.91 676.09 613.97
683.12 614.48 685.48 614.65 686.88 614.76 692.25 615.15 696.05 616.78
697.23 618.47 701.51 618.93 709.74 620.1 712.07 620.56
Manning's n Values num= 6
Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val
0 .1 406.09 .1 438.63 .06 465.58 .1 519.41 .06
532.7 .1
Page 18

TravisCreek -FEMA Multiple Flow Report.txt
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
425.81 452.79 68 61 61 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 20970
INPUT
Description: ** T
Station Elevation
Sta Elev
0 607.8
268.5 596.01
434.61 593.21
463.55 596.01
499.39 597.34
540.38 599.31
582.38 600.66
633.04 602.51
663.9 604.8
3PO SEC;
Data
Sta
48.61
406.26
435.2
466.59
506.46
552.72
589.83
640.49
683.8
CHAN FM ATC -20
num= 43
Elev Sta
604.8 108.51
596.01 421.1
593.21 435.4
597.02 473.14
597.46 516.25
599.71 553.73
601.01 594.14
602.67 652.53
607.8 694.31
**
Elev Sta
601.8 192
596.01 426.65
593.31 443.15
597.24 479.34
598.05 526.12
599.74 571.96
601.35 607.88
602.63 653.14
613.8
Elev
597.8
593.31
593.31
597.22
598.41
600.37
600.27
602.65
Sta Elev
213.3 597
434.4 593.31
448.8 596.01
493.47 597.23
533.81 598.88
573.79 600.43
623.49 601.03
653.71 602.71
Manning's n Values
num=
3
Sta n Val Sta
n Val
Sta
n Val
0 .1 421.1
.06
448.8
.11
Bank Sta: Left Right
Lengths:
Left
Channel
Right
Coeff
Contr.
Expan.
421.1 448.8
682
716
744
.1
.3
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1
RS: 20230
INPUT
Description: ** TOPO SEC;
CHAN FM
ATC -20
**
Station Elevation Data
num=
17
Sta Elev Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
1210 625 1320
620
1740
615
1890
610
1990
605
2050 600 2067
597.3
2070
593.5
2080
592.2
2092
593.7
2096 597.5 2230
600
2275
605
2330
610
2365
615
2400 620 2440
625
Manning's n Values
num=
3
Sta n Val Sta
n Val
Sta
n Val
Page 19

TravisCreek -FEMA Multiple Flow Report.txt
1210 .09 2067 .06 2096 .11
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
2067 2096 800 800 800 .1 .3
CROSS SECTION
RIVER: RIVER -1
REACH: Reach -1 RS: 19430
INPUT
Description: ** ATC -20, MOD FOR NEF LOB **
Station Elevation Data num= 18
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
1245
625
1370
620
1570
615
1895
610
1980
605
2020
600
2053
596
2067
595.6
2070
591.8
2080
591.1
2092
592
2096
595.8
2100
597
2200
600.2
2300
605.7
2400
612.3
2500
618.1
2600
622.8
1100
622.4
1152
622.3
Manning's
n Values
num=
3
1265 593.8
1275
593.1
1277
589.5
Sta
n Val
Sta
n Val
Sta
n Val
593.4
1400
593.2
1447
1245
.09
2067
.06
2096
.11
1700
612.3
1800
614.9
Bank Sta:
Left
Right
Lengths:
Left
Channel
Right
Coeff
Contr.
Expan.
2067
2096
num=
1640
1640
1640
.1
.3
CROSS SECTION
Sta
n Val
Sta
n Val
RIVER: RIVER -1
REACH: Reach -1
RS: 17790
INPUT
Description:
** ATC
-19 **
Station Elevation
Data
num=
21
Sta Elev
Sta
Elev
Sta
Elev
Sta
Elev
Sta
Elev
1000 626.1
1100
622.4
1152
622.3
1200
619.5
1220
618.8
1265 593.8
1275
593.1
1277
589.5
1289
589.8
1299
589.5
1300 592
1317
593.4
1400
593.2
1447
593.1
1500
603.4
1565 609.6
1600
610.2
1700
612.3
1800
614.9
1900
617
1990 620.4
Manning's n Values
num=
3
Sta n Val
Sta
n Val
Sta
n Val
Page
20

TravisCreek -FEMA Multiple Flow Report.txt
1000 .1 1275 .06 1300 .1
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
1275 1300 1760 1760 1760 .1 .3
CROSS SECTION
W :M' 7 Wil. l
REACH: Reach -1 RS: 16030
INPUT
Description: ** ATC -18 **
Station Elevation Data num= 18
Sta
Elev
Sta Elev
Sta
Elev
Sta
Elev
Sta
Elev
1000
621.3
1100 617.3
1200
611.9
1300
602.9
1400
594.4
1429
589.8
1442 589.3
1445
585.5
1451
586
1457
585.9
1464
589.1
1500 597.3
1508
597.6
1520
602.3
1550
610.1
1600
611.5
1700 618.5
1750
620.1
Manning's
n Values num=
3
Sta
n Val
Sta n Val
Sta
n Val
1000
.1
1442 .06
1464
.1
Bank Sta:
Left
Right Lengths:
Left
Channel
Right
Coeff
Contr.
Expan.
1442
1464
16261
16143
16001
.2
.4
SUMMARY OF
MANNING'S N VALUES
River:RIVER
-1
Reach
River Sta.
n1
n2
n3
n4
n5
n6
Reach -1
27950
.09
.06
.1
Reach -1
27770
.09
.06
.1
Reach -1
26840
.09
.06
.1
Reach -1
26070
.1
.06
.11
Page 21

Page 22
.11
.1
.11
.1
.1
.1
No
..
TravisCreek -FEMA Multiple
Flow Report.txt
Reach -1
25340
.11
.06
.11
Reach -1
23335
.11
.06
.11
Reach -1
23245
.11
.06
.11
Reach -1
23201
.1
.06
.1
Reach -1
23180.5
Culvert
Reach -1
23160
.1
.06
.1
Reach -1
23110
.1
.06
.1
Reach -1
22970
.1
.06
.1
Reach -1
22440
.1
.06
.1
Reach -1
22110
.1
.06
.1
Reach -1
21750
.1
.06
.11
Reach -1
21270
.1
.1
.06
Reach -1
21250
.1
.1
.06
Reach -1
21085
.1
.11
.06
.11
Reach -1
21075
.1
.1
.06
Reach -1
21030
.1
.1
.06
.1
Reach -1
20970
.1
.06
.11
Reach -1
20230
.09
.06
.11
Reach -1
19430
.09
.06
.11
Reach -1
17790
.1
.06
.1
Reach -1
16030
.1
.06
.1
Page 22
.11
.1
.11
.1
.1
.1
No
..

TravisCreek -FEMA Multiple Flow Report.txt
SUMMARY OF REACH LENGTHS
River: RIVER -1
Reach
River Sta.
Left
Channel
Right
Reach -1
27950
180
180
180
Reach -1
27770
930
930
930
Reach -1
26840
600
770
770
Reach -1
26070
730
730
640
Reach -1
25340
2005
2005
2005
Reach -1
23335
90
90
90
Reach -1
23245
44
44
44
Reach -1
23201
41
41
41
Reach -1
23180.5
Culvert
Reach -1
23160
50
50
50
Reach -1
23110
346
357
324
Reach -1
22970
216
209
206
Reach -1
22440
309
313
310
Reach -1
22110
375
381
390
Reach -1
21750
311
302
297
Reach -1
21270
21
21
21
Reach -1
21250
127
134
141
Reach -1
21085
11
11
11
Reach -1
21075
66
61
50
Reach -1
21030
68
61
61
Reach -1
20970
682
716
744
Reach -1
20230
800
800
800
Reach -1
19430
1640
1640
1640
Reach -1
17790
1760
1760
1760
Reach -1
16030
16261
16143
16001
SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS
River: RIVER -1
Reach
River Sta.
Contr.
Expan.
Reach -1
27950
.2
.4
Reach -1
27770
.2
.4
Reach -1
26840
.2
.4
Reach -1
26070
.2
.4
Reach -1
25340
.2
.4
Reach -1
23335
.2
.4
Page 23

Profile Output Table - Standard Table 1
Reach River Sta Profile Plan Q Total Min Ch E1
W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width
Froude # Chl
(cfs) (ft)
(ft) (ft) (ft) (ft /ft) (ft /s) (sq ft) (ft)
Reach -1
TravisCreek -FEMA
Multiple
Flow Report.txt
Reach -1
23245
.3
.5
Reach -1
23201
.3
.5
Reach -1
23180.5 Culvert
0.48
Reach -1
23160
.3
.5
Reach -1
23110
.1
.3
Reach -1
22970
.1
.3
Reach -1
22440
.1
.3
Reach -1
22110
.1
.3
Reach -1
21750
.1
.3
Reach -1
21270
.1
.3
Reach -1
21250
.1
.3
Reach -1
21085
.1
.3
Reach -1
21075
.1
.3
Reach -1
21030
.1
.3
Reach -1
20970
.1
.3
Reach -1
20230
.1
.3
Reach -1
19430
.1
.3
Reach -1
17790
.1
.3
Reach -1
16030
.2
.4
Profile Output Table - Standard Table 1
Reach River Sta Profile Plan Q Total Min Ch E1
W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width
Froude # Chl
(cfs) (ft)
(ft) (ft) (ft) (ft /ft) (ft /s) (sq ft) (ft)
Reach -1
27950
10 -Yr
Prop
Mult Trunc
625.00
613.30
618.00
618.37
0.00743
5.66
166.69
64.20
0.48
Reach -1
27950
10 -Yr
Corr
Eff Mult Tr
625.00
613.30
618.00
618.37
0.00743
5.66
166.69
64.20
0.48
Reach -1
27950
10 -Yr
Dup
Eff Mult
625.00
613.30
618.00
618.37
0.00743
5.66
166.69
64.20
0.48
Reach -1
27950
50 -Yr
Prop
Mult Trunc
1180.00
613.30
619.15
619.77
0.00979
7.60
247.98
76.38
0.57
Reach -1
27950
50 -Yr
Corr
Eff Mult Tr
1180.00
613.30
Page 24

TravisCreek -FEMA Multiple Flow Report.txt
619.15
619.77
0.00979
7.60
247.98
76.38
0.57
Reach -1
27950
50 -Yr
Dup
Eff Mult
1180.00
613.30
619.14
619.76
0.00988
7.62
247.11
76.26
0.57
Reach -1
27950
100 -Yr
Prop
Mult Trunc
1500.00
613.30
619.67
620.41
0.01079
8.47
288.64
81.60
0.61
Reach -1
27950
100 -Yr
Corr
Eff Mult Tr
1500.00
613.30
619.67
620.41
0.01079
8.47
288.64
81.60
0.61
Reach -1
27950
100 -Yr
Dup
Eff Mult
1500.00
613.30
619.67
620.41
0.01078
8.47
288.79
81.62
0.61
Reach -1
27950
500 -Yr
Prop
Mult Trunc
2520.00
613.30
621.12
622.14
0.01200
10.32
417.66
96.31
0.67
Reach -1
27950
500 -Yr
Corr
Eff Mult Tr
2520.00
613.30
621.12
622.14
0.01200
10.32
417.66
96.31
0.67
Reach -1
27950
500 -Yr
Dup
Eff Mult
2520.00
613.30
621.13
622.14
0.01193
10.30
418.59
96.41
0.67
Reach -1
27770
10 -Yr
Prop
Mult Trunc
625.00
612.90
617.49
617.57
0.00228
3.08
374.63
144.90
0.26
Reach -1
27770
10 -Yr
Corr
Eff Mult Tr
625.00
612.90
617.49
617.57
0.00228
3.08
374.63
144.90
0.26
Reach -1
27770
10 -Yr
Dup
Eff Mult
625.00
612.90
617.49
617.57
0.00228
3.08
374.61
144.90
0.26
Reach -1
27770
50 -Yr
Prop
Mult Trunc
1180.00
612.90
618.56
618.68
0.00298
4.09
539.13
164.07
0.31
Reach -1
27770
50 -Yr
Corr
Eff Mult Tr
1180.00
612.90
618.56
618.68
0.00298
4.09
539.13
164.07
0.31
Reach -1
27770
50 -Yr
Dup
Eff Mult
1180.00
612.90
618.53
618.66
0.00304
4.12
535.02
163.61
0.32
Reach -1
27770
100 -Yr
Prop
Mult Trunc
1500.00
612.90
619.05
619.19
0.00325
4.54
621.83
172.90
0.33
Page 25

TravisCreek -FEMA Multiple Flow Report.txt
Reach -1
27770
100 -Yr
Corr
Eff Mult Tr
1500.00
612.90
619.05
619.19
0.00325
4.54
621.83
172.90
0.33
Reach -1
27770
100 -Yr
Dup
Eff Mult
1500.00
612.90
619.05
619.20
0.00324
4.54
622.46
172.97
0.33
Reach -1
27770
500 -Yr
Prop
Mult Trunc
2520.00
612.90
620.58
620.77
0.00338
5.41
908.74
206.74
0.35
Reach -1
27770
500 -Yr
Corr
Eff Mult Tr
2520.00
612.90
620.58
620.77
0.00338
5.41
908.74
206.74
0.35
Reach -1
27770
500 -Yr
Dup
Eff Mult
2520.00
612.90
620.59
620.78
0.00335
5.40
911.99
207.20
0.35
Reach -1
26840
10 -Yr
Prop
Mult Trunc
625.00
609.80
615.12
615.20
0.00286
3.35
428.28
273.10
0.28
Reach -1
26840
10 -Yr
Corr
Eff Mult Tr
625.00
609.80
615.12
615.20
0.00286
3.35
428.28
273.10
0.28
Reach -1
26840
10 -Yr
Dup
Eff Mult
625.00
609.80
615.12
615.20
0.00286
3.35
428.40
273.11
0.28
Reach -1
26840
50 -Yr
Prop
Mult Trunc
1180.00
609.80
616.35
616.41
0.00199
3.28
782.89
303.83
0.24
Reach -1
26840
50 -Yr
Corr
Eff Mult Tr
1180.00
609.80
616.35
616.41
0.00199
3.28
782.89
303.83
0.24
Reach -1
26840
50 -Yr
Dup
Eff Mult
1180.00
609.80
616.49
616.55
0.00171
3.09
826.13
307.37
0.22
Reach -1
26840
100 -Yr
Prop
Mult Trunc
1500.00
609.80
617.34
617.39
0.00125
2.88
1095.13
328.52
0.20
Reach -1
26840
100 -Yr
Corr
Eff Mult Tr
1500.00
609.80
617.34
617.39
0.00125
2.88
1095.13
328.52
0.20
Reach -1
26840
100 -Yr
Dup
Eff Mult
1500.00
609.80
617.42
617.46
0.00117
2.81
1120.14
330.42
0.19
Reach -1
26840
500 -Yr
Prop
Mult Trunc
2520.00
609.80
619.14
619.18
0.00096
2.97
1726.38
373.48
Page 26

TravisCreek -FEMA Multiple Flow Report.txt
0.18
26070
10 -Yr
Prop
Mult Trunc
655.00
Reach -1 26840
500 -Yr
Corr
Eff Mult Tr
2520.00
609.80
619.14
619.18
0.00096
2.97
1726.38
373.48
0.18
Reach -1
26070
10 -Yr
Reach -1 26840
500 -Yr
Dup
Eff Mult
2520.00
609.80
619.19
619.23
0.00093
2.94
1745.24
374.74
0.18
Reach -1
26070
10 -Yr
Prop
Mult Trunc
655.00
607.70
613.72
613.76
0.00141
2.59
646.03
320.11
0.20
Reach -1
26070
10 -Yr
Corr
Eff Mult Tr
655.00
607.70
613.72
613.76
0.00141
2.59
646.03
320.11
0.20
Reach -1
26070
10 -Yr
Dup
Eff Mult
655.00
607.70
613.71
613.75
0.00143
2.60
642.13
319.22
0.20
Reach -1
26070
50 -Yr
Prop
Mult Trunc
1235.00
607.70
615.56
615.59
0.00073
2.28
1286.62
370.89
0.15
Reach -1
26070
50 -Yr
Corr
Eff Mult Tr
1235.00
607.70
615.56
615.59
0.00073
2.28
1286.62
370.89
0.15
Reach -1
26070
50 -Yr
Dup
Eff Mult
1235.00
607.70
615.85
615.87
0.00058
2.08
1395.38
378.28
0.14
Reach -1
26070
100 -Yr
Prop
Mult Trunc
1570.00
607.70
616.85
616.87
0.00046
2.02
1784.55
403.59
0.12
Reach -1
26070
100 -Yr
Corr
Eff Mult Tr
1570.00
607.70
616.85
616.87
0.00046
2.02
1784.55
403.59
0.12
Reach -1
26070
100 -Yr
Dup
Eff Mult
1570.00
607.70
616.96
616.98
0.00043
1.97
1828.69
406.18
0.12
Reach -1
26070
500 -Yr
Prop
Mult Trunc
2635.00
607.70
618.70
618.72
0.00046
2.31
2571.12
455.22
0.13
Reach -1
26070
500 -Yr
Corr
Eff Mult Tr
2635.00
607.70
618.70
618.72
0.00046
2.31
2571.12
455.22
0.13
Reach -1
26070
500 -Yr
Dup
Eff Mult
2635.00
607.70
618.76
618.78
0.00045
2.29
2600.17
458.27
0.13
Page 27

TravisCreek -FEMA Multiple Flow Report.txt
Reach -1
25340
10 -Yr
Prop
Mult Trunc
905.00
606.70
613.11
0.00156
613.13
0.00071
1.91
1085.41
403.69
0.15
Reach -1 23335
10 -Yr
Corr
Reach -1
25340
10 -Yr
Corr
Eff Mult Tr
905.00
606.70
613.11
165.35
613.13
0.00071
1.91
1085.41
403.69
0.15
Reach -1
25340
10 -Yr
Dup
Eff Mult
905.00
606.70
613.08
613.10
0.00073
1.93
1074.81
402.21
0.15
Reach -1
25340
50 -Yr
Prop
Mult Trunc
1690.00
606.70
615.20
615.22
0.00045
1.88
2054.40
515.37
0.12
Reach -1
25340
50 -Yr
Corr
Eff Mult Tr
1690.00
606.70
615.20
615.22
0.00045
1.88
2054.40
515.37
0.12
Reach -1
25340
50 -Yr
Dup
Eff Mult
1690.00
606.70
615.57
615.59
0.00035
1.71
2246.38
525.15
0.11
Reach -1
25340
100 -Yr
Prop
Mult Trunc
2145.00
606.70
616.61
616.63
0.00030
1.72
2808.07
552.77
0.10
Reach -1
25340
100 -Yr
Corr
Eff Mult Tr
2145.00
606.70
616.61
616.63
0.00030
1.72
2808.07
552.77
0.10
Reach -1
25340
100 -Yr
Dup
Eff Mult
2145.00
606.70
616.74
616.75
0.00028
1.67
2877.31
556.08
0.10
Reach -1
25340
500 -Yr
Prop
Mult Trunc
3570.00
606.70
618.45
618.46
0.00033
2.05
3865.27
601.32
0.11
Reach -1
25340
500 -Yr
Corr
Eff Mult Tr
3570.00
606.70
618.45
618.46
0.00033
2.05
3865.27
601.32
0.11
Reach -1
25340
500 -Yr
Dup
Eff Mult
3570.00
606.70
618.52
618.54
0.00032
2.03
3908.21
603.21
0.11
Reach -1 23335
10 -Yr
Prop
Mult Trunc
950.00
604.50
610.99
611.06
0.00156
3.01
595.83
165.35
0.23
Reach -1 23335
10 -Yr
Corr
Eff Mult Tr
950.00
604.50
610.99
611.06
0.00156
3.01
595.83
165.35
0.23
Page 28

TravisCreek -FEMA Multiple Flow Report.txt
Reach -1
23335
10 -Yr
Dup
Eff Mult
950.00
604.50
610.76
610.84
610.85
0.00186
3.19
559.15
162.11
0.25
164.70
0.23
Reach -1
23335
50 -Yr
Prop
Mult Trunc
1770.00
604.50
613.87
Mult Tr
613.94
0.00095
3.11
1135.12
210.72
0.19
3.04
588.38
164.70
0.23
Reach -1
23335
50 -Yr
Corr
Eff Mult Tr
1770.00
604.50
613.87
10 -Yr
613.94
0.00095
3.11
1135.12
210.72
0.19
610.67
0.00198
3.26
546.68
Reach -1
23335
50 -Yr
Dup
Eff Mult
1770.00
604.50
614.56
614.61
0.00069
2.80
1284.20
226.07
0.16
1770.00
604.40
613.79
613.86
0.00094
Reach -1
23335
100 -Yr
Prop
Mult Trunc
2240.00
604.50
615.68
615.74
0.00070
3.04
1554.21
256.15
0.17
Corr
Eff
Mult Tr
1770.00
604.40
613.79
Reach -1
23335
100 -Yr
Corr
Eff Mult Tr
2240.00
604.50
615.68
615.74
0.00070
3.04
1554.21
256.15
0.17
Reach -1
23335
100 -Yr
Dup
Eff Mult
2240.00
604.50
615.87
615.93
0.00065
2.96
1603.18
261.23
0.16
Reach -1
23335
500 -Yr
Prop
Mult Trunc
3735.00
604.50
617.23
617.34
0.00107
4.13
1984.93
297.91
0.21
Reach -1
23335
500 -Yr
Corr
Eff Mult Tr
3735.00
604.50
617.23
617.34
0.00107
4.13
1984.93
297.91
0.21
Reach -1
23335
500 -Yr
Dup
Eff Mult
3735.00
604.50
617.34
617.45
0.00103
4.07
2018.81
300.95
0.21
Reach -1
23245
10 -Yr
Prop
Mult
Trunc
950.00
604.40
610.84
610.92
0.00161
3.04
588.38
164.70
0.23
Reach -1
23245
10 -Yr
Corr
Eff
Mult Tr
950.00
604.40
610.84
610.92
0.00161
3.04
588.38
164.70
0.23
Reach -1
23245
10 -Yr
Dup
Eff Mult
950.00
604.40
610.59
610.67
0.00198
3.26
546.68
160.99
0.25
Reach -1
23245
50 -Yr
Prop
Mult
Trunc
1770.00
604.40
613.79
613.86
0.00094
3.10
1138.34
210.98
0.19
Reach -1
23245
50 -Yr
Corr
Eff
Mult Tr
1770.00
604.40
613.79
613.86
0.00094
3.10
1138.34
210.98
Page 29

TravisCreek -FEMA Multiple Flow Report.txt
0.19
23201
10 -Yr
Prop
Mult Trunc
950.00
604.60
Reach -1
23245
50 -Yr
Dup
Eff Mult
1770.00
604.40
614.45
614.53
0.00092
3.22
945.86
120.00
0.19
23201
10 -Yr
Corr
Eff Mult Tr
950.00
604.60
Reach -1
23245
100 -Yr
Prop
Mult Trunc
2240.00
604.40
615.61
615.68
0.00069
3.03
1563.94
257.17
0.17
23201
10 -Yr
Dup
Eff Mult
950.00
604.60
Reach -1
23245
100 -Yr
Corr
Eff Mult Tr
2240.00
604.40
615.61
615.68
0.00069
3.03
1563.94
257.17
0.17
23201
50 -Yr
Prop
Mult Trunc
1770.00
604.60
Reach -1
23245
100 -Yr
Dup
Eff Mult
2240.00
604.40
615.75
615.85
0.00091
3.51
1101.63
120.00
0.19
23201
50 -Yr
Corr
Eff Mult Tr
1770.00
604.60
Reach -1
23245
500 -Yr
Prop
Mult Trunc
3735.00
604.40
617.14
617.24
0.00107
4.13
1986.05
298.01
0.21
23201
50 -Yr
Dup
Eff Mult
1770.00
604.60
Reach -1
23245
500 -Yr
Corr
Eff Mult Tr
3735.00
604.40
617.14
617.24
0.00107
4.13
1986.05
298.01
0.21
23201
100 -Yr
Prop
Mult Trunc
2240.00
604.60
Reach -1
23245
500 -Yr
Dup
Eff Mult
3735.00
604.40
617.25
617.36
0.00102
4.07
2021.16
301.16
0.21
23201
100 -Yr
Corr
Eff Mult Tr
2240.00
604.60
Reach -1
23201
10 -Yr
Prop
Mult Trunc
950.00
604.60
610.01
607.90
610.62
0.00800
6.27
151.49
152.66
0.48
Reach -1
23201
10 -Yr
Corr
Eff Mult Tr
950.00
604.60
610.01
607.90
610.62
0.00800
6.27
151.49
152.66
0.48
Reach -1
23201
10 -Yr
Dup
Eff Mult
950.00
604.60
609.70
607.90
610.39
0.00974
6.65
142.82
148.18
0.52
Reach -1
23201
50 -Yr
Prop
Mult Trunc
1770.00
604.60
612.49
609.60
613.49
0.00790
8.01
220.89
188.53
0.50
Reach -1
23201
50 -Yr
Corr
Eff Mult Tr
1770.00
604.60
612.49
609.60
613.49
0.00790
8.01
220.89
188.53
0.50
Reach -1
23201
50 -Yr
Dup
Eff Mult
1770.00
604.60
613.54
609.60
614.32
0.00521
7.07
250.31
206.61
0.42
Reach -1
23201
100 -Yr
Prop
Mult Trunc
2240.00
604.60
614.23
610.44
615.30
0.00650
8.30
269.75
219.77
0.47
Reach -1
23201
100 -Yr
Corr
Eff Mult Tr
2240.00
604.60
Page 30

TravisCreek -FEMA Multiple Flow Report.txt
614.23
610.44
615.30
0.00650
8.30
269.75
219.77
0.47
608.00
609.64
0.04113
10.27
92.46
147.48
Reach -1
23201
100 -Yr
Dup
Eff Mult
2240.00
604.60
614.57
610.44
615.57
0.01001
8.02
279.28
28.00
0.45
608.00
609.64
0.04113
10.27
92.46
147.48
Reach -1
23201
500 -Yr
Prop
Mult Trunc
3735.00
604.60
617.10
612.82
617.19
0.00089
3.65
1998.71
294.34
0.18
608.00
610.31
0.01142
7.00
135.81
179.05
Reach -1
23201
500 -Yr
Corr
Eff Mult Tr
3735.00
604.60
617.10
612.82
617.19
0.00089
3.65
1998.71
294.34
0.18
609.70
612.18
0.03593
12.66
139.86
182.00
Reach -1
23201
500 -Yr
Dup
Eff Mult
3735.00
604.60
617.22
612.82
617.31
0.00085
3.59
2034.28
297.66
0.18
609.70
612.18
0.03593
12.66
139.86
182.00
Reach -1 23180.5 Culvert
Reach -1
23160
10 -Yr
Prop
Mult Trunc
950.00
604.70
608.00
608.00
609.64
0.04113
10.27
92.46
147.48
1.00
Reach -1
23160
10 -Yr
Corr
Eff Mult Tr
950.00
604.70
608.00
608.00
609.64
0.04113
10.27
92.46
147.48
1.00
Reach -1
23160
10 -Yr
Dup
Eff Mult
950.00
604.70
609.55
608.00
610.31
0.01142
7.00
135.81
179.05
0.56
Reach -1
23160
50 -Yr
Prop
Mult Trunc
1770.00
604.70
609.70
609.70
612.18
0.03593
12.66
139.86
182.00
1.00
Reach -1
23160
50 -Yr
Corr
Eff Mult Tr
1770.00
604.70
609.70
609.70
612.18
0.03593
12.66
139.86
182.00
1.00
Reach -1
23160
50 -Yr
Dup
Eff Mult
1770.00
604.70
611.40
609.70
612.78
0.01351
9.44
187.55
216.74
0.64
Reach -1
23160
100 -Yr
Prop
Mult Trunc
2240.00
604.70
610.55
610.55
613.45
0.03409
13.69
163.66
199.34
1.00
Reach -1
23160
100 -Yr
Corr
Eff Mult Tr
2240.00
604.70
610.55
610.55
613.45
0.03409
13.69
163.66
199.34
1.00
Page 31

TravisCreek -FEMA Multiple Flow Report.txt
Reach -1
23160
100 -Yr
Dup
Eff Mult
2240.00
604.70
612.07
610.54
613.90
0.02351
10.85
206.45
28.00
0.70
Reach -1
23160
500 -Yr
Prop
Mult Trunc
3735.00
604.70
612.61
612.61
612.89
0.00457
6.13
1126.65
242.03
0.38
Reach -1
23160
500 -Yr
Corr
Eff Mult Tr
3735.00
604.70
612.61
612.61
612.89
0.00457
6.13
1126.65
242.03
0.38
Reach -1
23160
500 -Yr
Dup
Eff Mult
3735.00
604.70
613.28
612.61
613.49
0.00324
5.45
1295.50
262.75
0.33
Reach -1
23110
10 -Yr
Prop
Mult Trunc
950.00
596.04
603.51
603.62
0.00206
3.34
553.59
258.00
0.25
Reach -1
23110
10 -Yr
Corr
Eff Mult Tr
950.00
596.04
603.67
603.77
0.00175
3.13
597.86
271.88
0.23
Reach -1
23110
10 -Yr
Dup
Eff Mult
950.00
604.30
609.68
609.78
0.00305
3.62
485.97
181.65
0.30
Reach -1
23110
50 -Yr
Prop
Mult Trunc
1770.00
596.04
605.29
605.38
0.00145
3.35
1109.42
353.95
0.22
Reach -1
23110
50 -Yr
Corr
Eff Mult Tr
1770.00
596.04
605.46
605.54
0.00126
3.18
1172.07
359.80
0.20
Reach -1
23110
50 -Yr
Dup
Eff Mult
1770.00
604.30
611.19
611.94
0.01024
8.08
309.26
60.00
0.59
Reach -1
23110
100 -Yr
Prop
Mult Trunc
2240.00
596.04
606.17
606.25
0.00121
3.29
1435.76
382.15
0.20
Reach -1
23110
100 -Yr
Corr
Eff Mult Tr
2240.00
596.04
606.34
606.41
0.00107
3.15
1501.10
386.38
0.19
Reach -1
23110
100 -Yr
Dup
Eff Mult
2240.00
604.30
611.78
612.75
0.01177
9.23
344.47
60.00
0.64
Reach -1
23110
500 -Yr
Prop
Mult Trunc
3735.00
596.04
608.52
608.58
0.00086
3.28
2412.23
455.43
0.18
Reach -1
23110
500 -Yr
Corr
Eff Mult Tr
3735.00
596.04
608.67
608.74
0.00080
3.20
2483.04
462.08
Page 32

TravisCreek -FEMA Multiple Flow Report.txt
0.17
Reach -1 23110 500 -Yr Dup Eff Mult 3735.00 604.30
613.07 613.31 0.00391 6.00 1220.17 256.26
0.38
Reach -1
22970
10 -Yr
Prop
Mult Trunc
990.00
595.51
602.95
603.01
0.00146
2.76
708.58
293.56
0.20
Reach -1
22970
10 -Yr
Corr
Eff Mult Tr
990.00
595.51
603.24
603.29
0.00107
2.44
796.12
297.43
0.18
Reach -1
22970
10 -Yr
Dup
Eff Mult
990.00
603.80
609.22
609.32
0.00320
3.66
536.54
227.01
0.31
Reach -1
22970
50 -Yr
Prop
Mult Trunc
1840.00
595.51
604.93
604.97
0.00092
2.67
1314.67
319.84
0.17
Reach -1
22970
50 -Yr
Corr
Eff Mult Tr
1840.00
595.51
605.15
605.19
0.00079
2.53
1386.97
323.76
0.16
Reach -1
22970
50 -Yr
Dup
Eff Mult
1840.00
603.80
610.63
610.83
0.00420
5.05
629.61
150.00
0.37
Reach -1
22970
100 -Yr
Prop
Mult Trunc
2335.00
595.51
605.86
605.91
0.00083
2.73
1619.90
336.38
0.16
Reach -1
22970
100 -Yr
Corr
Eff Mult Tr
2335.00
595.51
606.06
606.11
0.00074
2.61
1689.27
340.03
0.15
Reach -1
22970
100 -Yr
Dup
Eff Mult
2335.00
603.80
611.24
611.49
0.00442
5.54
722.39
150.00
0.39
Reach -1
22970
500 -Yr
Prop
Mult Trunc
3880.00
595.51
608.27
608.32
0.00068
2.92
2517.37
442.10
0.15
Reach -1
22970
500 -Yr
Corr
Eff Mult Tr
3880.00
595.51
608.44
608.49
0.00064
2.86
2593.94
453.32
0.15
Reach -1
22970
500 -Yr
Dup
Eff Mult
3880.00
603.80
612.57
612.75
0.00331
5.44
1413.99
297.95
0.35
Reach -1 22440 10 -Yr Prop Mult Trunc 990.00 595.14
Page 33

TravisCreek -FEMA Multiple Flow Report.txt
602.65
602.73
0.00116
2.95
617.13
177.51
0.20
Reach -1
22440
10 -Yr
Corr
Eff Mult Tr
990.00
594.40
602.85
602.94
0.00139
2.95
585.08
182.23
0.20
Reach -1
22440
10 -Yr
Dup
Eff Mult
990.00
601.20
606.65
606.93
0.00663
5.29
354.48
184.03
0.45
Reach -1
22440
50 -Yr
Prop
Mult Trunc
1840.00
595.14
604.65
604.75
0.00115
3.49
1009.18
212.83
0.21
Reach -1
22440
50 -Yr
Corr
Eff Mult Tr
1840.00
594.40
604.79
604.90
0.00132
3.42
972.34
215.22
0.21
Reach -1
22440
50 -Yr
Dup
Eff Mult
1840.00
601.20
608.02
608.29
0.00549
5.76
616.28
200.11
0.42
Reach -1
22440
100 -Yr
Prop
Mult Trunc
2335.00
595.14
605.58
605.69
0.00115
3.73
1215.08
228.28
0.21
Reach -1
22440
100 -Yr
Corr
Eff Mult Tr
2335.00
594.40
605.71
605.82
0.00129
3.63
1177.05
230.41
0.21
Reach -1
22440
100 -Yr
Dup
Eff Mult
2335.00
601.20
608.63
608.92
0.00534
6.08
740.53
207.31
0.43
Reach -1
22440
500 -Yr
Prop
Mult Trunc
3880.00
595.14
608.00
608.13
0.00109
4.21
1808.81
259.01
0.21
Reach -1
22440
500 -Yr
Corr
Eff Mult Tr
3880.00
594.40
608.11
608.23
0.00119
4.05
1768.36
260.36
0.21
Reach -1
22440
500 -Yr
Dup
Eff Mult
3880.00
601.20
610.30
610.62
0.00484
6.77
1103.18
227.01
0.42
Reach -1
22110
10 -Yr
Prop
Mult Trunc
990.00
594.72
602.30
602.35
0.00125
2.75
733.24
234.12
0.19
Reach -1
22110
10 -Yr
Corr
Eff Mult Tr
990.00
594.72
602.49
602.54
0.00105
2.57
778.27
236.19
0.18
Reach -1
22110
50 -Yr
Prop
Mult Trunc
1840.00
594.72
604.36
604.41
0.00095
2.88
1235.51
252.67
0.17
Page 34

TravisCreek -FEMA Multiple Flow Report.txt
Reach -1
22110
50 -Yr
Corr
Eff
Mult Tr
1840.00
594.72
604.49
602.09
604.54
0.00088
1065.85
2.80
1267.91
253.83
0.17
Reach -1
21750
10 -Yr
Reach -1
22110
100 -Yr
Prop
Mult
Trunc
2335.00
594.72
605.31
923.14
605.36
0.00090
3.01
1478.63
261.19
0.17
Reach -1
21750
10 -Yr
Dup
Eff Mult
990.00
Reach -1
22110
100 -Yr
Corr
Eff
Mult Tr
2335.00
594.72
605.42
605.47
0.00085
2.95
1507.99
262.21
0.17
50 -Yr
Prop
Mult Trunc
1840.00
593.33
604.14
Reach -1
22110
500 -Yr
Prop
Mult
Trunc
3880.00
594.72
607.75
607.82
0.00085
Reach -1
3.42
2152.58
295.18
0.18
1840.00
594.25
604.24
604.28
0.00063
2.53
Reach -1
22110
500 -Yr
Corr
Eff
Mult Tr
3880.00
594.72
607.83
Reach -1
607.90
0.00083
Dup
3.38
2178.32
296.61
0.17
606.02
0.00208
3.99
1024.63
306.64
0.27
Reach -1
21750
10 -Yr
Prop
Mult Trunc
990.00
593.33
602.06
602.09
0.00042
1.80
1065.85
275.06
0.12
Reach -1
21750
10 -Yr
Corr
Eff Mult Tr
990.00
594.25
602.19
602.23
0.00075
2.32
923.14
285.10
0.16
Reach -1
21750
10 -Yr
Dup
Eff Mult
990.00
598.00
604.56
604.65
0.00187
3.27
649.96
253.16
0.25
Reach -1
21750
50 -Yr
Prop
Mult Trunc
1840.00
593.33
604.14
604.18
0.00042
2.15
1713.00
333.47
0.13
Reach -1
21750
50 -Yr
Corr
Eff Mult Tr
1840.00
594.25
604.24
604.28
0.00063
2.53
1569.46
336.68
0.15
Reach -1
21750
50 -Yr
Dup
Eff Mult
1840.00
598.00
605.91
606.02
0.00208
3.99
1024.63
306.64
0.27
Reach -1
21750
100 -Yr
Prop
Mult Trunc
2335.00
593.33
605.10
605.13
0.00042
2.30
2039.31
352.13
0.13
Reach -1
21750
100 -Yr
Corr
Eff Mult Tr
2335.00
594.25
605.18
605.23
0.00060
2.64
1895.51
355.14
0.15
Reach -1
21750
100 -Yr
Dup
Eff Mult
2335.00
598.00
606.62
606.73
0.00199
4.16
1247.63
326.57
0.27
Reach -1
21750
500 -Yr
Prop
Mult Trunc
3880.00
593.33
607.54
607.59
0.00042
2.67
2965.29
405.26
Page 35

TravisCreek -FEMA Multiple Flow Report.txt
0.13
21270
10 -Yr
Prop
Mult Trunc
990.00
Reach -1 21750
500 -Yr
Corr
Eff Mult Tr
3880.00
594.25
607.62
607.66
0.00056
2.94
2823.55
407.92
0.15
Reach -1
21270
10 -Yr
Reach -1 21750
500 -Yr
Dup
Eff Mult
3880.00
598.00
608.62
608.74
0.00163
4.41
1960.08
383.36
0.25
Reach -1
21270
10 -Yr
Prop
Mult Trunc
990.00
593.72
601.95
601.97
0.00034
1.48
1211.67
326.18
0.09
Reach -1
21270
10 -Yr
Corr
Eff Mult Tr
990.00
593.42
602.01
602.03
0.00027
1.59
1335.78
327.87
0.10
Reach -1
21270
10 -Yr
Dup
Eff Mult
990.00
598.00
602.93
603.11
0.00638
4.77
440.36
247.93
0.43
Reach -1
21270
50 -Yr
Prop
Mult Trunc
1840.00
593.72
604.04
604.06
0.00032
1.68
1944.88
366.52
0.10
Reach -1
21270
50 -Yr
Corr
Eff Mult Tr
1840.00
593.42
604.07
604.09
0.00028
1.89
2060.06
366.91
0.11
Reach -1
21270
50 -Yr
Dup
Eff Mult
1840.00
598.00
604.75
604.86
0.00284
4.12
963.46
319.61
0.30
Reach -1
21270
100 -Yr
Prop
Mult Trunc
2335.00
593.72
604.99
605.02
0.00032
1.79
2299.09
379.64
0.10
Reach -1
21270
100 -Yr
Corr
Eff Mult Tr
2335.00
593.42
605.01
605.03
0.00029
2.04
2410.84
379.95
0.11
Reach -1
21270
100 -Yr
Dup
Eff Mult
2335.00
598.00
605.62
605.72
0.00222
4.00
1250.90
343.48
0.28
Reach -1
21270
500 -Yr
Prop
Mult Trunc
3880.00
593.72
607.44
607.47
0.00032
2.07
3291.12
428.81
0.10
Reach -1
21270
500 -Yr
Corr
Eff Mult Tr
3880.00
593.42
607.44
607.47
0.00031
2.42
3396.29
428.75
0.12
Reach -1
21270
500 -Yr
Dup
Eff Mult
3880.00
598.00
607.91
607.99
0.00144
3.94
2107.49
405.74
0.23
Page 36

TravisCreek -FEMA Multiple Flow Report.txt
Reach -1
21250
10 -Yr
Prop
Mult Trunc
990.00
593.66
601.95
0.00020
601.96
0.00031
1.22
1287.61
337.83
0.08
Reach -1 21085
10 -Yr
Corr
Reach -1
21250
10 -Yr
Corr
Eff Mult Tr
990.00
593.44
602.01
377.55
602.02
0.00022
1.45
1475.17
339.07
0.09
Reach -1
21250
10 -Yr
Dup
Eff Mult
990.00
598.00
602.96
603.02
0.00120
2.19
600.43
249.10
0.19
Reach -1
21250
50 -Yr
Prop
Mult Trunc
1840.00
593.66
604.04
604.05
0.00029
1.38
2040.08
374.20
0.08
Reach -1
21250
50 -Yr
Corr
Eff Mult Tr
1840.00
593.44
604.06
604.08
0.00024
1.75
2217.25
374.40
0.10
Reach -1
21250
50 -Yr
Dup
Eff Mult
1840.00
598.00
604.74
604.82
0.00094
2.46
1114.45
319.30
0.18
Reach -1
21250
100 -Yr
Prop
Mult Trunc
2335.00
593.66
604.99
605.01
0.00029
1.47
2401.85
387.57
0.08
Reach -1
21250
100 -Yr
Corr
Eff Mult Tr
2335.00
593.44
605.01
605.03
0.00025
1.90
2575.39
387.89
0.10
Reach -1
21250
100 -Yr
Dup
Eff Mult
2335.00
598.00
605.61
605.68
0.00085
2.56
1400.19
343.10
0.17
Reach -1
21250
500 -Yr
Prop
Mult Trunc
3880.00
593.66
607.44
607.46
0.00030
1.71
3414.81
437.76
0.08
Reach -1
21250
500 -Yr
Corr
Eff Mult Tr
3880.00
593.44
607.44
607.46
0.00028
2.28
3581.64
437.73
0.11
Reach -1
21250
500 -Yr
Dup
Eff Mult
3880.00
598.00
607.89
607.97
0.00069
2.81
2254.17
405.25
0.16
Reach -1 21085
10 -Yr
Prop
Mult Trunc
990.00
593.43
601.92
601.93
0.00020
1.11
1535.72
376.43
0.07
Reach -1 21085
10 -Yr
Corr
Eff Mult Tr
990.00
592.75
601.96
601.97
0.00028
1.66
1450.82
377.55
0.10
Page 37

TravisCreek -FEMA Multiple Flow Report.txt
Reach -1
21085
10 -Yr
Dup
Eff Mult
990.00
598.00
602.77
601.92
602.84
0.00142
2.31
565.88
249.37
0.20
379.45
0.08
Reach -1
21085
50 -Yr
Prop
Mult Trunc
1840.00
593.43
604.01
Mult Tr
604.02
0.00020
1.31
2366.54
409.80
0.07
1.22
1486.58
381.90
0.08
Reach -1
21085
50 -Yr
Corr
Eff Mult Tr
1840.00
592.75
604.02
10 -Yr
604.04
0.00027
1.89
2269.78
409.91
0.10
602.80
0.00749
4.49
422.90
Reach -1
21085
50 -Yr
Dup
Eff Mult
1840.00
598.00
604.61
604.68
0.00101
2.52
1111.66
344.68
0.18
1840.00
592.41
604.01
604.02
0.00022
Reach -1
21085
100 -Yr
Prop
Mult Trunc
2335.00
593.43
604.96
604.98
0.00021
1.41
2763.62
425.98
0.08
Corr
Eff
Mult Tr
1840.00
592.89
604.02
Reach -1
21085
100 -Yr
Corr
Eff Mult Tr
2335.00
592.75
604.96
604.98
0.00028
2.02
2662.46
425.94
0.11
Reach -1
21085
100 -Yr
Dup
Eff Mult
2335.00
598.00
605.49
605.57
0.00088
2.58
1432.58
378.21
0.18
Reach -1
21085
500 -Yr
Prop
Mult Trunc
3880.00
593.43
607.41
607.43
0.00022
1.69
3869.97
481.96
0.08
Reach -1
21085
500 -Yr
Corr
Eff Mult Tr
3880.00
592.75
607.39
607.41
0.00029
2.36
3760.00
481.65
0.11
Reach -1
21085
500 -Yr
Dup
Eff Mult
3880.00
598.00
607.80
607.88
0.00066
2.72
2379.32
440.65
0.16
Reach -1
21075
10 -Yr
Prop
Mult
Trunc
990.00
592.41
601.92
601.93
0.00022
1.18
1547.91
379.45
0.08
Reach -1
21075
10 -Yr
Corr
Eff
Mult Tr
990.00
592.89
601.96
601.97
0.00026
1.22
1486.58
381.90
0.08
Reach -1
21075
10 -Yr
Dup
Eff Mult
990.00
598.40
602.64
602.80
0.00749
4.49
422.90
253.71
0.43
Reach -1
21075
50 -Yr
Prop
Mult
Trunc
1840.00
592.41
604.01
604.02
0.00022
1.38
2386.28
413.19
0.08
Reach -1
21075
50 -Yr
Corr
Eff
Mult Tr
1840.00
592.89
604.02
604.03
0.00025
1.40
2315.41
414.45
Page 38

TravisCreek -FEMA Multiple Flow Report.txt
0.08
21030
10 -Yr
Prop
Mult Trunc
990.00
593.34
Reach -1
21075
50 -Yr
Dup
Eff Mult
1840.00
598.40
604.60
604.67
0.00234
3.35
1128.53
423.70
0.25
21030
10 -Yr
Corr
Eff Mult Tr
990.00
592.53
Reach -1
21075
100 -Yr
Prop
Mult Trunc
2335.00
592.41
604.96
604.97
0.00022
1.49
2788.86
432.53
0.08
21030
10 -Yr
Dup
Eff Mult
990.00
594.70
Reach -1
21075
100 -Yr
Corr
Eff Mult Tr
2335.00
592.89
604.96
604.97
0.00026
1.50
2714.76
433.73
0.08
21030
50 -Yr
Prop
Mult Trunc
1840.00
593.34
Reach -1
21075
100 -Yr
Dup
Eff Mult
2335.00
598.40
605.49
605.55
0.00166
3.12
1524.36
459.68
0.22
21030
50 -Yr
Corr
Eff Mult Tr
1840.00
592.53
Reach -1
21075
500 -Yr
Prop
Mult Trunc
3880.00
592.41
607.40
607.42
0.00024
1.78
3913.00
491.80
0.09
21030
50 -Yr
Dup
Eff Mult
1840.00
594.70
Reach -1
21075
500 -Yr
Corr
Eff Mult Tr
3880.00
592.89
607.39
607.41
0.00027
1.75
3833.23
492.45
0.08
21030
100 -Yr
Prop
Mult Trunc
2335.00
593.34
Reach -1
21075
500 -Yr
Dup
Eff Mult
3880.00
598.40
607.81
607.86
0.00092
2.87
2673.14
529.37
0.17
21030
100 -Yr
Corr
Eff Mult Tr
2335.00
592.53
Reach -1
21030
10 -Yr
Prop
Mult Trunc
990.00
593.34
601.91
601.91
0.00012
0.79
1934.05
415.29
0.05
Reach -1
21030
10 -Yr
Corr
Eff Mult Tr
990.00
592.53
601.95
601.96
0.00015
1.19
1738.03
416.77
0.07
Reach -1
21030
10 -Yr
Dup
Eff Mult
990.00
594.70
602.60
602.63
0.00053
1.88
995.44
317.82
0.12
Reach -1
21030
50 -Yr
Prop
Mult Trunc
1840.00
593.34
604.00
604.01
0.00013
0.97
2846.73
452.42
0.05
Reach -1
21030
50 -Yr
Corr
Eff Mult Tr
1840.00
592.53
604.01
604.02
0.00016
1.43
2638.12
452.86
0.08
Reach -1
21030
50 -Yr
Dup
Eff Mult
1840.00
594.70
604.55
604.58
0.00050
2.15
1716.17
421.20
0.13
Reach -1
21030
100 -Yr
Prop
Mult Trunc
2335.00
593.34
604.95
604.96
0.00014
1.06
3285.29
471.74
0.06
Reach -1
21030
100 -Yr
Corr
Eff Mult Tr
2335.00
592.53
Page 39

TravisCreek -FEMA Multiple Flow Report.txt
604.95
20970
604.96
0.00017
1.56
3072.01
472.01
0.08
601.90
0.00016
1.23
2225.60
522.50
Reach -1
21030
100 -Yr
Dup
Eff Mult
2335.00
594.70
605.45
20970
605.48
0.00048
2.24
2112.43
458.40
0.13
601.94
0.00031
0.25
2125.85
523.38
Reach -1
21030
500 -Yr
Prop
Mult Trunc
3880.00
593.34
607.40
20970
607.41
0.00016
1.29
4513.39
536.16
0.06
602.59
0.00098
2.77
999.80
356.20
Reach -1
21030
500 -Yr
Corr
Eff Mult Tr
3880.00
592.53
607.38
20970
607.39
0.00019
1.87
4291.06
536.03
0.09
604.00
0.00017
1.49
3400.10
595.07
Reach -1
21030
500 -Yr
Dup
Eff Mult
3880.00
594.70
607.78
20970
607.81
0.00042
2.42
3263.98
528.42
0.12
604.00
0.00029
0.27
3284.30
595.13
Reach -1
20970
10 -Yr
Prop
Mult Trunc
1240.00
593.21
601.90
601.90
0.00016
1.23
2225.60
522.50
0.08
Reach -1
20970
10 -Yr
Corr
Eff Mult Tr
1240.00
592.32
601.93
601.94
0.00031
0.25
2125.85
523.38
0.01
Reach -1
20970
10 -Yr
Dup
Eff Mult
1240.00
594.00
602.52
602.59
0.00098
2.77
999.80
356.20
0.18
Reach -1
20970
50 -Yr
Prop
Mult Trunc
2300.00
593.21
603.99
604.00
0.00017
1.49
3400.10
595.07
0.08
Reach -1
20970
50 -Yr
Corr
Eff Mult Tr
2300.00
592.32
603.99
604.00
0.00029
0.27
3284.30
595.13
0.01
Reach -1
20970
50 -Yr
Dup
Eff Mult
2300.00
594.00
604.49
604.55
0.00083
2.97
1808.13
466.27
0.17
Reach -1
20970
100 -Yr
Prop
Mult Trunc
2910.00
593.21
604.94
604.95
0.00018
1.60
3977.56
618.44
0.08
Reach -1
20970
100 -Yr
Corr
Eff Mult Tr
2910.00
592.32
604.93
604.94
0.00028
0.29
3855.43
618.25
0.01
Reach -1
20970
100 -Yr
Dup
Eff Mult
2910.00
594.00
605.39
605.45
0.00076
3.03
2249.70
507.45
0.17
Reach -1
20970
500 -Yr
Prop
Mult Trunc
4810.00
593.21
607.38
607.40
0.00019
1.87
5556.87
674.24
0.09
Page 40

TravisCreek -FEMA Multiple Flow Report.txt
Reach -1 20970
500 -Yr
Corr
Eff Mult Tr
4810.00
592.32
607.36
607.37
0.00027
0.32
5422.98
673.67
0.01
210.81
0.23
Reach -1 20970
500 -Yr
Dup
Eff Mult
4810.00
594.00
607.74
607.79
0.00062
3.13
3528.31
582.53
0.15
0.00167
3.73
664.59
210.81
0.23
Reach -1
20230
10 -Yr
Prop
Mult Trunc
1300.00
592.20
601.47
601.61
0.00167
3.73
664.59
210.81
0.23
Reach -1
20230
10 -Yr
Corr
Eff Mult Tr
1300.00
592.20
601.47
601.61
0.00167
3.73
664.59
210.81
0.23
Reach -1
20230
10 -Yr
Dup
Eff Mult
1300.00
592.80
601.51
601.66
0.00171
3.73
667.84
211.78
0.24
Reach -1
20230
50 -Yr
Prop
Mult Trunc
2410.00
592.20
603.54
603.69
0.00159
4.25
1145.87
254.27
0.24
Reach -1
20230
50 -Yr
Corr
Eff Mult Tr
2410.00
592.20
603.54
603.69
0.00159
4.25
1145.87
254.27
0.24
Reach -1
20230
50 -Yr
Dup
Eff Mult
2410.00
592.80
603.58
603.73
0.00161
4.23
1149.36
255.10
0.24
Reach -1
20230
100 -Yr
Prop
Mult Trunc
3045.00
592.20
604.48
604.64
0.00156
4.47
1394.97
274.07
0.24
Reach -1
20230
100 -Yr
Corr
Eff Mult Tr
3045.00
592.20
604.48
604.64
0.00156
4.47
1394.97
274.07
0.24
Reach -1
20230
100 -Yr
Dup
Eff Mult
3045.00
592.80
604.52
604.68
0.00158
4.45
1398.70
274.86
0.24
Reach -1
20230
500 -Yr
Prop
Mult Trunc
5030.00
592.20
606.90
607.08
0.00150
5.01
2138.65
343.97
0.24
Reach -1
20230
500 -Yr
Corr
Eff Mult Tr
5030.00
592.20
606.90
607.08
0.00150
5.01
2138.65
343.97
0.24
Reach -1
20230
500 -Yr
Dup
Eff Mult
5030.00
592.80
606.94
607.12
0.00151
4.98
2146.52
345.27
0.24
Page 41

TravisCreek -FEMA Multiple Flow Report.txt
Reach -1
19430
10 -Yr
Prop
Mult Trunc
1300.00
591.10
599.67
0.00092
599.93
0.00270
4.62
454.22
160.56
0.30
Reach -1 17790
10 -Yr
Corr
Reach -1
19430
10 -Yr
Corr
Eff Mult Tr
1300.00
591.10
599.67
210.65
599.93
0.00270
4.62
454.22
160.56
0.30
Reach -1 17790
10 -Yr
Dup
Eff Mult
1300.00
589.50
Reach -1
19430
10 -Yr
Dup
Eff Mult
1300.00
591.10
599.68
599.94
0.00267
4.60
456.46
161.11
0.29
Reach -1
19430
50 -Yr
Prop
Mult Trunc
2410.00
591.10
601.82
602.10
0.00250
5.25
874.87
224.10
0.30
Reach -1
19430
50 -Yr
Corr
Eff Mult Tr
2410.00
591.10
601.82
602.10
0.00250
5.25
874.87
224.10
0.30
Reach -1
19430
50 -Yr
Dup
Eff Mult
2410.00
591.10
601.85
602.13
0.00246
5.22
881.33
224.86
0.29
Reach -1
19430
100 -Yr
Prop
Mult Trunc
3045.00
591.10
602.85
603.12
0.00232
5.41
1118.37
250.94
0.29
Reach -1
19430
100 -Yr
Corr
Eff Mult Tr
3045.00
591.10
602.85
603.12
0.00232
5.41
1118.37
250.94
0.29
Reach -1
19430
100 -Yr
Dup
Eff Mult
3045.00
591.10
602.88
603.15
0.00229
5.38
1125.95
251.73
0.29
Reach -1
19430
500 -Yr
Prop
Mult Trunc
5030.00
591.10
605.43
605.70
0.00200
5.79
1854.64
322.45
0.28
Reach -1
19430
500 -Yr
Corr
Eff Mult Tr
5030.00
591.10
605.43
605.70
0.00200
5.79
1854.64
322.45
0.28
Reach -1
19430
500 -Yr
Dup
Eff Mult
5030.00
591.10
605.47
605.73
0.00196
5.75
1867.98
323.90
0.28
Reach -1 17790
10 -Yr
Prop
Mult Trunc
1300.00
589.50
597.41
597.46
0.00092
2.64
909.38
210.65
0.17
Reach -1 17790
10 -Yr
Corr
Eff Mult Tr
1300.00
589.50
597.41
597.46
0.00092
2.64
909.38
210.65
0.17
Reach -1 17790
10 -Yr
Dup
Eff Mult
1300.00
589.50
Page 42

TravisCreek -FEMA Multiple Flow Report.txt
597.43
16030
597.48
0.00091
2.62
913.88
210.80
0.17
593.23
591.46
593.85
0.00745
7.02
Reach -1
17790
50 -Yr
Prop
Mult Trunc
2410.00
589.50
599.68
599.74
0.00089
3.09
1405.44
226.42
0.17
Mult Tr
1300.00
585.50
593.23
591.46
593.85
Reach -1
17790
50 -Yr
Corr
Eff Mult Tr
2410.00
589.50
599.68
599.74
0.00089
3.09
1405.44
226.42
0.17
10 -Yr
Dup
Eff Mult
1300.00
585.50
Reach -1
17790
50 -Yr
Dup
Eff Mult
2410.00
589.50
599.73
0.47
599.80
0.00087
3.06
1418.68
226.82
0.17
Reach -1
16030
50 -Yr
Prop
Mult
Reach -1
17790
100 -Yr
Prop
Mult Trunc
3045.00
589.50
600.78
8.95
600.86
0.00088
3.29
1659.39
234.08
0.18
Reach -1
16030
Reach -1
17790
100 -Yr
Corr
Eff Mult Tr
3045.00
589.50
600.78
596.06
600.86
0.00088
3.29
1659.39
234.08
0.18
Reach -1
17790
100 -Yr
Dup
Eff Mult
3045.00
589.50
600.83
600.90
0.00086
3.27
1670.73
234.41
0.17
Reach -1
17790
500 -Yr
Prop
Mult Trunc
5030.00
589.50
603.39
603.49
0.00093
3.91
2293.77
252.20
0.19
Reach -1
17790
500 -Yr
Corr
Eff Mult Tr
5030.00
589.50
603.39
603.49
0.00093
3.91
2293.77
252.20
0.19
Reach -1
17790
500 -Yr
Dup
Eff Mult
5030.00
589.50
603.45
603.55
0.00091
3.88
2309.08
252.88
0.19
Reach -1
16030
10 -Yr
Prop
Mult
Trunc
1300.00
585.50
593.23
591.46
593.85
0.00745
7.02
268.53
74.76
0.48
Reach -1
16030
10 -Yr
Corr
Eff
Mult Tr
1300.00
585.50
593.23
591.46
593.85
0.00745
7.02
268.53
74.76
0.48
Reach -1
16030
10 -Yr
Dup
Eff Mult
1300.00
585.50
593.27
593.88
0.00727
6.96
271.51
75.18
0.47
Reach -1
16030
50 -Yr
Prop
Mult
Trunc
2410.00
585.50
595.15
593.32
596.06
0.00864
8.95
433.31
99.38
0.54
Reach -1
16030
50 -Yr
Corr
Eff
Mult Tr
2410.00
585.50
595.15
593.32
596.06
0.00864
8.95
433.31
99.38
0.54
Page 43

TravisCreek -FEMA Multiple Flow Report.txt
Reach -1
16030
50 -Yr
Dup
Eff Mult
2410.00
585.50
595.48
591.91
596.28
0.00731
8.45
467.43
104.78
0.50
198.60
0.26
Reach -1 14880
50 -Yr
Dup
Reach -1
16030
100 -Yr
Prop
Mult Trunc
3045.00
585.50
596.61
594.13
597.43
0.00683
8.84
595.62
122.97
0.49
Reach -1 14880
3.51
1239.09
243.23
0.20
582.20
Reach -1
16030
100 -Yr
Corr
Eff Mult Tr
3045.00
585.50
596.61
594.13
597.43
0.00683
8.84
595.62
122.97
0.49
596.37
0.00089
3.47
1590.34
Reach -1
16030
100 -Yr
Dup
Eff Mult
3045.00
585.50
596.71
597.50
0.00654
8.71
607.38
124.51
0.48
5030.00
584.20
598.59
598.72
0.00096
Reach -1
16030
500 -Yr
Prop
Mult Trunc
5030.00
585.50
598.89
596.23
599.88
0.00704
10.29
926.09
164.12
0.52
Reach -1
16030
500 -Yr
Corr
Eff Mult Tr
5030.00
585.50
598.89
596.23
599.88
0.00704
10.29
926.09
164.12
0.52
Reach -1
16030
500 -Yr
Dup
Eff Mult
5030.00
585.50
599.01
599.96
0.00670
10.11
945.48
165.80
0.51
Reach -1
15580
10 -Yr
Dup
Eff
Mult
1300.00
584.20
591.91
1.70
592.07
0.00217
0.10
3.89
581.85
198.60
0.26
Reach -1 14880
50 -Yr
Dup
Eff Mult
2410.00
582.20
Reach -1
15580
50 -Yr
Dup
Eff
Mult
2410.00
584.20
594.88
594.99
0.00109
Reach -1 14880
3.51
1239.09
243.23
0.20
582.20
596.11
596.13
0.00018
1.73
3583.72
522.20
Reach -1
15580
100 -Yr
Dup
Eff
Mult
3045.00
584.20
596.27
596.37
0.00089
3.47
1590.34
261.55
0.18
Reach -1
15580
500 -Yr
Dup
Eff
Mult
5030.00
584.20
598.59
598.72
0.00096
4.10
2231.82
291.69
0.20
Reach -1 14880
10 -Yr
Dup
Eff Mult
1300.00
582.20
591.58
591.60
0.00031
1.70
1540.43
384.14
0.10
Reach -1 14880
50 -Yr
Dup
Eff Mult
2410.00
582.20
594.69
594.71
0.00020
1.69
2875.12
475.98
0.09
Reach -1 14880
100 -Yr
Dup
Eff Mult
3045.00
582.20
596.11
596.13
0.00018
1.73
3583.72
522.20
Page 44

TravisCreek -FEMA Multiple Flow Report.txt
0.08
Reach -1 14880 500 -Yr Dup Eff Mult 5030.00 582.20
598.41 598.44 0.00021 2.10 4869.70 590.12
0.10
Reach -1
14435
10 -Yr
Dup
Eff
Mult
1530.00
581.50
591.26
584.82
591.35
0.00094
3.06
981.15
249.12
0.18
Reach -1
14435
50 -Yr
Dup
Eff
Mult
2825.00
581.50
594.37
586.83
594.50
0.00098
3.83
1237.81
145.00
0.20
Reach -1
14435
100 -Yr
Dup
Eff
Mult
3565.00
581.50
595.78
587.48
595.93
0.00099
4.14
1441.98
145.00
0.20
Reach -1
14435
500 -Yr
Dup
Eff
Mult
5870.00
581.50
598.16
589.26
598.26
0.00070
3.88
3468.06
481.99
0.17
Reach -1
14385
10 -Yr
Dup
Eff
Mult
1530.00
581.30
591.17
584.82
591.30
0.00087
2.86
534.92
246.25
0.18
Reach -1
14385
50 -Yr
Dup
Eff
Mult
2825.00
581.30
594.20
586.83
594.44
0.00105
3.86
732.17
340.33
0.20
Reach -1
14385
100 -Yr
Dup
Eff
Mult
3565.00
581.30
595.55
587.48
595.85
0.00156
4.35
819.71
65.00
0.22
Reach -1
14385
500 -Yr
Dup
Eff
Mult
5870.00
581.30
598.13
589.26
598.23
0.00049
3.22
3544.43
482.02
0.15
Reach -1
14365
10 -Yr
Dup
Eff
Mult
1530.00
581.30
591.12
584.81
591.26
0.00100
2.96
516.82
194.82
0.19
Reach -1
14365
50 -Yr
Dup
Eff
Mult
2825.00
581.30
594.04
586.67
594.29
0.00120
4.00
706.29
252.66
0.21
Reach -1
14365
100 -Yr
Dup
Eff
Mult
3565.00
581.30
595.24
587.39
595.56
0.00172
4.55
784.26
65.00
0.23
Reach -1
14365
500 -Yr
Dup
Eff
Mult
5870.00
581.30
Page 45

TravisCreek -FEMA Multiple Flow Report.txt
597.92 589.33 598.07 0.00070 3.74 2833.86
0.17
Reach -1
591.07
0.23
Reach -1
593.74
0.34
Reach -1
594.92
0.35
Reach -1
597.87
0.23
Reach -1
590.19
0.26
Reach -1
592.91
0.24
Reach -1
594.17
0.23
Reach -1
597.29
0.22
Reach -1
588.69
0.17
Reach -1
591.69
0.16
Reach -1
592.99
0.17
Reach -1
596.13
0.18
14320
14320
14320
14320
•..
•.G
13900
13900
12770
12770
12770
12770
10 -Yr
Dup
Eff
Mult
1530.00
591.20
0.00173
3.82
795.81
50 -Yr
Dup
Eff
Mult
2825.00
594.17
0.00352
6.51
706.81
100 -Yr
Dup
Eff
Mult
3565.00
595.42
0.00369
7.12
818.88
500 -Yr
Dup
Eff
Mult
5870.00
598.02
0.00140
5.03
2667.46
10 -Yr
Dup
Eff
Mult
1560.00
590.36
0.00227
4.34
713.31
50 -Yr
Dup
Eff
Mult
2870.00
593.06
0.00171
4.52
1305.94
100 -Yr
Dup
Eff
Mult
3625.00
594.32
0.00156
4.64
1625.01
500 -Yr
Dup
Eff
Mult
5965.00
597.44
0.00136
5.02
2550.09
10 -Yr
Dup
Eff
Mult
1560.00
588.75
0.00093
2.89
986.77
50 -Yr
Dup
Eff
Mult
2870.00
591.76
0.00079
3.22
1603.05
100 -Yr
Dup
Eff
Mult
3625.00
593.07
0.00079
3.44
1891.68
500 -Yr
Dup
Eff
Mult
5965.00
596.24
0.00083
4.05
2642.79
Page 46
397.14
581.20
194.51
581.20
95.00
581.20
95.00
581.20
395.97
580.50
193.44
580.50
242.39
580.50
265.03
580.50
330.35
578.50
193.93
578.50
216.84
578.50
226.78
578.50
250.81

TravisCreek -FEMA Multiple Flow Report.txt
Reach -1
11140
10 -Yr
Dup
Eff
Mult
1560.00
576.70
586.73
586.85
0.00148
3.71
739.98
146.14
0.21
Reach -1
11140
50 -Yr
Dup
Eff
Mult
2870.00
576.70
590.06
590.19
0.00118
4.05
1282.39
179.01
0.20
Reach -1
11140
100 -Yr
Dup
Eff
Mult
3625.00
576.70
591.35
591.49
0.00120
4.35
1520.42
192.18
0.20
Reach -1
11140
500 -Yr
Dup
Eff
Mult
5965.00
576.70
594.35
594.54
0.00133
5.21
2149.26
226.28
0.22
Reach -1
10400
10 -Yr
Dup
Eff
Mult
2000.00
575.40
585.70
585.84
0.00128
3.71
976.93
223.33
0.21
Reach -1
10400
50 -Yr
Dup
Eff
Mult
3670.00
575.40
589.37
589.48
0.00082
3.65
1924.75
293.07
0.17
Reach -1
10400
100 -Yr
Dup
Eff
Mult
4620.00
575.40
590.65
590.77
0.00082
3.89
2317.27
325.15
0.18
Reach -1
10400
500 -Yr
Dup
Eff
Mult
7565.00
575.40
593.61
593.75
0.00088
4.54
3414.47
416.83
0.19
Reach -1
9910
10 -Yr
Dup
Eff
Mult
2070.00
574.50
585.27
585.34
0.00075
2.92
1308.26
244.09
0.16
Reach -1
9910
50 -Yr
Dup
Eff
Mult
3780.00
574.50
589.08
589.14
0.00053
3.04
2339.78
300.35
0.14
Reach -1
9910
100 -Yr
Dup
Eff
Mult
4760.00
574.50
590.34
590.42
0.00056
3.30
2733.40
321.07
0.15
Reach -1
9910
500 -Yr
Dup
Eff
Mult
7790.00
574.50
593.26
593.37
0.00066
4.01
3738.70
368.74
0.16
Page 47

TravisCreek -FEMA Multiple Flow Report.txt
Reach -1
8610
10 -Yr
Dup
Eff
Mult
2070.00
571.60
584.63
576.41
584.66
0.00037
2.22
1860.75
303.37
0.11
Reach -1
8610
50 -Yr
Dup
Eff
Mult
3780.00
571.60
588.62
578.71
588.65
0.00027
2.32
3277.95
410.18
0.10
Reach -1
8610
100 -Yr
Dup
Eff
Mult
4760.00
571.60
589.85
579.80
589.89
0.00029
2.52
3803.13
437.60
0.11
Reach -1
8610
500 -Yr
Dup
Eff
Mult
7790.00
571.60
592.68
582.75
592.73
0.00035
3.07
5120.33
494.93
0.12
Reach -1
8569
10 -Yr
Dup
Eff
Mult
2070.00
571.60
584.34
576.41
584.59
0.00138
4.05
510.56
298.25
0.21
Reach -1
8569
50 -Yr
Dup
Eff
Mult
3780.00
571.60
588.60
578.71
588.64
0.00027
2.20
3381.37
409.79
0.10
Reach -1
8569
100 -Yr
Dup
Eff
Mult
4760.00
571.60
589.83
579.80
589.88
0.00029
2.43
3904.79
437.15
0.10
Reach -1
8569
500 -Yr
Dup
Eff
Mult
7790.00
571.60
592.65
582.75
592.72
0.00037
3.03
5216.81
494.36
0.12
Reach -1
8550
10 -Yr
Dup
Eff
Mult
2070.00
571.60
584.29
576.39
584.54
0.00140
4.07
508.28
213.06
0.21
Reach -1
8550
50 -Yr
Dup
Eff
Mult
3780.00
571.60
587.81
578.72
587.91
0.00058
3.15
2199.53
301.10
0.14
Reach -1
8550
100 -Yr
Dup
Eff
Mult
4760.00
571.60
589.42
579.80
589.52
0.00057
3.32
2715.23
338.54
0.14
Reach -1
8550
500 -Yr
Dup
Eff
Mult
7790.00
571.60
592.49
582.77
592.62
0.00066
4.01
3850.08
400.87
0.16
Reach -1 8500 10 -Yr Dup Eff Mult 2070.00 571.50
Page 48

TravisCreek -FEMA Multiple Flow Report.txt
584.32
584.43
0.00101
3.63
1202.38
213.38
0.19
571.50
584.12
584.23
0.00103
Reach -1 8500
50 -Yr
Dup
Eff Mult
3780.00
571.50
587.75
587.87
0.00090
4.07
2072.63
299.36
0.18
8310
50 -Yr
Dup
Eff
Mult
Reach -1 8500
100 -Yr
Dup
Eff Mult
4760.00
571.50
589.36
589.48
0.00083
4.18
2589.06
337.37
0.18
Reach -1 8500
500 -Yr
Dup
Eff Mult
7790.00
571.50
592.44
592.58
0.00089
4.87
3722.12
399.84
0.19
4.75
1875.62
188.84
0.21
Reach -1
8310
10 -Yr
Dup
Eff
Mult
2070.00
571.50
584.12
584.23
0.00103
3.62
1033.00
151.18
0.19
Reach -1
8310
50 -Yr
Dup
Eff
Mult
3780.00
571.50
587.52
587.67
0.00107
4.41
1584.44
175.59
0.20
Reach -1
8310
100 -Yr
Dup
Eff
Mult
4760.00
571.50
589.11
589.29
0.00109
4.75
1875.62
188.84
0.21
Reach -1
8310
500 -Yr
Dup
Eff
Mult
7790.00
571.50
592.05
592.33
0.00152
6.25
2486.35
230.81
0.25
Reach -1
7610
10 -Yr
Dup
Eff
Mult
2070.00
572.20
583.16
583.34
0.00158
4.13
789.34
145.39
0.22
Reach -1
7610
50 -Yr
Dup
Eff
Mult
3780.00
572.20
586.63
586.83
0.00134
4.60
1363.37
185.41
0.22
Reach -1
7610
100 -Yr
Dup
Eff
Mult
4760.00
572.20
588.27
588.47
0.00126
4.79
1681.89
204.26
0.21
Reach -1
7610
500 -Yr
Dup
Eff
Mult
7790.00
572.20
590.96
591.25
0.00157
5.96
2273.87
235.32
0.24
Reach -1
6150
10 -Yr
Dup
Eff
Mult
2070.00
570.10
580.63
580.83
0.00187
4.57
857.19
202.29
0.26
Page 49

TravisCreek -FEMA Multiple Flow Report.txt
Reach -1 6150
50 -Yr
Dup
Eff Mult
3780.00
570.10
585.15
585.26
0.00084
3.94
2034.50
313.60
0.18
4.86
787.66
188.78
0.27
Reach -1 6150
100 -Yr
Dup
Eff Mult
4760.00
570.10
586.97
587.08
0.00071
3.92
2651.17
363.25
0.17
569.30
584.89
576.64
585.05
0.00098
Reach -1 6150
500 -Yr
Dup
Eff Mult
7790.00
570.10
589.32
589.47
0.00092
4.89
3580.59
428.33
0.20
5930
100 -Yr
Dup
Eff
Mult
Reach -1
5930
10 -Yr
Dup
Eff
Mult
2070.00
569.30
580.15
574.48
580.39
0.00203
4.86
787.66
188.78
0.27
Reach -1
5930
50 -Yr
Dup
Eff
Mult
3780.00
569.30
584.89
576.64
585.05
0.00098
4.36
1545.48
165.00
0.20
Reach -1
5930
100 -Yr
Dup
Eff
Mult
4760.00
569.30
586.71
577.71
586.89
0.00093
4.58
1845.80
165.00
0.20
Reach -1
5930
500 -Yr
Dup
Eff
Mult
7790.00
569.30
589.10
580.62
589.26
0.00094
5.04
3511.10
422.21
0.20
Reach -1
5867
10 -Yr
Dup
Eff
Mult
2200.00
569.00
579.76
574.48
580.20
0.00320
5.32
413.44
179.40
0.30
Reach -1
5867
50 -Yr
Dup
Eff
Mult
4025.00
569.00
584.16
576.64
584.85
0.00306
6.68
602.42
290.37
0.31
Reach -1
5867
100 -Yr
Dup
Eff
Mult
5065.00
569.00
586.71
577.71
586.81
0.00069
3.54
2650.77
355.59
0.15
Reach -1
5867
500 -Yr
Dup
Eff
Mult
8275.00
569.00
589.04
580.62
589.21
0.00092
4.48
3558.53
420.49
0.18
Reach -1
5810
10 -Yr
Dup
Eff
Mult
2200.00
569.00
579.68
574.49
580.13
0.00347
5.37
409.81
244.91
0.31
Reach -1
5810
50 -Yr
Dup
Eff
Mult
4025.00
569.00
582.58
576.64
583.46
0.00480
7.53
534.38
295.60
Page 50

TravisCreek -FEMA Multiple Flow Report.txt
0.38
5770
10 -Yr
Dup
Eff
Mult
2200.00
Reach -1
5810
100 -Yr
Dup
Eff Mult
5065.00
569.00
583.75
577.71
584.92
0.00562
8.66
584.94
319.25
0.41
4100.00
566.60
Reach -1
5770
50 -Yr
Dup
Reach -1
5810
500 -Yr
Dup
Eff Mult
8275.00
569.00
587.33
580.64
587.50
0.00119
4.66
3458.19
470.77
0.20
Page 51
Reach -1
Reach -1
5770
10 -Yr
Dup
Eff
Mult
2200.00
569.00
579.84
4.70
579.93
0.00068
0.25
2.67
1141.28
247.69
0.15
Reach -1 4540
50 -Yr
Dup
Eff Mult
4100.00
566.60
Reach -1
5770
50 -Yr
Dup
Eff
Mult
4025.00
569.00
582.83
583.12
0.00147
Reach -1 4540
4.33
928.74
75.00
0.22
566.60
Page 51
Reach -1
5770
100 -Yr
Dup
Eff
Mult
5065.00
569.00
584.11
584.49
0.00174
4.94
1024.39
75.00
0.24
Reach -1
5770
500 -Yr
Dup
Eff
Mult
8275.00
569.00
587.29
587.46
0.00072
4.04
3634.24
469.27
0.17
Reach -1
5110
10 -Yr
Dup
Eff
Mult
2245.00
567.70
579.26
579.37
0.00107
3.50
1255.07
261.65
0.19
Reach -1
5110
50 -Yr
Dup
Eff
Mult
4100.00
567.70
582.12
582.25
0.00104
4.05
2093.01
327.98
0.20
Reach -1
5110
100 -Yr
Dup
Eff
Mult
5150.00
567.70
583.38
583.52
0.00104
4.30
2526.52
359.50
0.20
Reach -1
5110
500 -Yr
Dup
Eff
Mult
8420.00
567.70
586.77
586.91
0.00094
4.70
3877.91
433.56
0.20
Reach -1 4540
10 -Yr
Dup
Eff Mult
2245.00
566.60
578.28
578.55
0.00190
4.70
813.11
187.32
0.25
Reach -1 4540
50 -Yr
Dup
Eff Mult
4100.00
566.60
581.15
581.45
0.00184
5.42
1421.35
228.06
0.26
Reach -1 4540
100 -Yr
Dup
Eff Mult
5150.00
566.60
Page 51

582.41
0.26
Reach -1 4540
585.71
0.28
TravisCreek -FEMA Multiple Flow Report.txt
582.72 0.00181 5.71 1714.62 236.89
500 -Yr Dup Eff Mult 8420.00 566.60
586.11 0.00199 6.85 2556.61 327.09
Reach -1
2825
10 -Yr
Dup
Eff
Mult
2245.00
562.90
575.79
575.97
0.00118
3.98
988.00
193.39
0.20
Reach -1
2825
50 -Yr
Dup
Eff
Mult
4100.00
562.90
578.39
578.64
0.00145
5.03
1535.16
228.54
0.23
Reach -1
2825
100 -Yr
Dup
Eff
Mult
5150.00
562.90
579.56
579.85
0.00154
5.47
1813.60
244.49
0.24
Reach -1
2825
500 -Yr
Dup
Eff
Mult
8420.00
562.90
582.43
582.81
0.00185
6.70
2582.97
304.11
0.27
Reach -1
1650
10 -Yr
Dup
Eff
Mult
2245.00
560.10
574.64
574.78
0.00086
3.61
1275.98
267.89
0.17
Reach -1
1650
50 -Yr
Dup
Eff
Mult
4100.00
560.10
576.81
577.02
0.00128
4.86
1964.10
375.05
0.21
Reach -1
1650
100 -Yr
Dup
Eff
Mult
5150.00
560.10
577.89
578.12
0.00137
5.24
2400.67
432.58
0.22
Reach -1
1650
500 -Yr
Dup
Eff
Mult
8420.00
560.10
580.64
580.88
0.00139
5.84
3782.57
559.54
0.23
Reach -1
1020
10 -Yr
Dup
Eff
Mult
2245.00
558.10
574.25
574.35
0.00052
3.04
1223.08
174.48
0.14
Reach -1
1020
50 -Yr
Dup
Eff
Mult
4100.00
558.10
576.08
576.30
0.00103
4.62
1573.18
214.09
0.20
Reach -1
1020
100 -Yr
Dup
Eff
Mult
5150.00
558.10
577.00
577.28
0.00127
5.31
1781.30
238.90
0.22
Page 52

TravisCreek -FEMA Multiple Flow Report.txt
Reach -1 1020 500 -Yr Dup Eff Mult 8420.00 558.10
579.42 579.85 0.00178 6.84 2440.63 304.43
0.27
Reach -1
961
10 -Yr
Dup
Eff
Mult
2245.00
558.00
574.25
564.41
574.31
0.00034
2.00
1122.46
174.46
0.12
Reach -1
961
50 -Yr
Dup
Eff
Mult
4100.00
558.00
576.08
566.52
576.22
0.00063
3.06
1341.96
214.65
0.16
Reach -1
961
100 -Yr
Dup
Eff
Mult
5150.00
558.00
576.99
567.65
577.19
0.00088
3.55
1451.30
120.00
0.18
Reach -1
961
500 -Yr
Dup
Eff
Mult
8420.00
558.00
579.44
569.74
579.72
0.00092
4.38
2459.10
305.53
0.20
Page 53
Reach -1
935
10 -Yr
Dup
Eff
Mult
2245.00
558.00
574.25
564.39
574.30
0.00031
1.94
1155.17
223.05
0.11
Reach -1
935
50 -Yr
Dup
Eff
Mult
4100.00
558.00
575.90
566.50
576.05
0.00061
3.03
1354.26
251.23
0.16
Reach -1
935
100 -Yr
Dup
Eff
Mult
5150.00
558.00
576.68
567.83
576.88
0.00090
3.56
1447.64
120.00
0.18
Reach -1
935
500 -Yr
Dup
Eff
Mult
8420.00
558.00
578.82
569.62
579.05
0.00084
4.13
2689.80
303.84
0.19
Page 53
Reach -1
850
10 -Yr
Dup
Eff
Mult
2245.00
557.10
574.20
574.27
0.00035
2.61
1521.58
222.90
0.11
Reach -1
850
50 -Yr
Dup
Eff
Mult
4100.00
557.10
575.82
575.99
0.00074
4.04
1705.04
180.00
0.17
Reach -1
850
100 -Yr
Dup
Eff
Mult
5150.00
557.10
576.58
576.80
0.00095
4.70
1841.35
180.00
0.19
Reach -1
850
500 -Yr
Dup
Eff
Mult
8420.00
557.10
578.63
578.94
0.00136
6.03
2672.44
298.67
Page 53

TravisCreek -FEMA Multiple Flow Report.txt
0.23
Reach -1
120
10 -Yr
Dup
Eff
Mult
2245.00
555.90
574.07
562.04
574.10
0.00015
1.86
2873.06
631.71
0.08
Reach -1
120
50 -Yr
Dup
Eff
Mult
4100.00
555.90
575.60
562.87
575.64
0.00025
2.55
3873.32
675.21
0.10
Reach -1
120
100 -Yr
Dup
Eff
Mult
5150.00
555.90
576.32
563.31
576.37
0.00030
2.83
4368.34
695.73
0.11
Reach -1
120
500 -Yr
Dup
Eff
Mult
8420.00
555.90
578.29
564.64
578.36
0.00039
3.45
5796.39
752.76
0.13
Reach -1
50
10 -Yr
Dup
Eff
Mult
10340.00
554.00
573.50
562.04
573.87
0.00108
5.00
2471.63
299.50
0.21
Reach -1
50
50 -Yr
Dup
Eff
Mult
12200.00
554.00
575.00
562.87
575.41
0.00107
5.28
2951.25
340.00
0.22
Reach -1
50
100 -Yr
Dup
Eff
Mult
13250.00
554.00
575.70
563.31
576.13
0.00109
5.45
3193.67
352.60
0.22
Reach -1
50
500 -Yr
Dup
Eff
Mult
16520.00
554.00
577.60
564.64
578.09
0.00114
5.94
3904.62
397.47
0.23
Page 54