20131140 Ver 1_As Built Baseline Report_20151029

Baseline Monitoring Document and
As-Built Baseline Report
FINAL
Pee Dee Stream Restoration Site
NCDMS Contract No. 004644
NCDMS Project No. 95350
Montgomery County, North Carolina
Data Collected: 3/23 – 4/23/2015
Date Submitted: July 10, 2015

Submitted to:
North Carolina Division of Mitigation Services
NCDENR-DMS, 1652 Mail Service Center Raleigh NC 27699-1652

Prepared for:

302 Jefferson Street, Suite 110
Raleigh, North Carolina 27605

Prepared by:

37 Haywood Street, Suite 100
Asheville, NC 28801
i

Executive Summary

The Pee Dee Stream Restoration Site (Site) is located in the Yadkin River Watershed (NCDWQ sub-basin
03-07-10 and HUC 03040104020020) approximately 1 mile south of the town of Pee Dee, NC in
Montgomery County at Latitude 35.255572o N and Longitude 80.028665o W. The Site encompasses
approximately 18.6 acres of predominately agricultural land and includes three tributaries to Clarks Creek
– Thompson Creek, Dale Branch and Jerry Branch.

Through the North Carolina Division of Mitigation Services full-delivery process, Resource
Environmental Solutions, LLC, generated a total of 6,504 stream mitigation units through Priority I
Restoration and Enhancement of the above listed streams. The goal of the project was to address stressors
identified in the Targeted Local Watershed Plan such as improving water quality, aquatic and terrestrial
habitat, and flood flow attenuation. The goals were addressed by restoring stable channel morphology
and sediment transport capacity, improving stream bed form and habitat, improving stream bank
stabilization, and providing riparian buffer restoration by re-establishing a native plant community within
the easement.

Historic land use at the Site has consisted primarily of livestock grazing and dairy farm operations.
Additional land use practices, including the maintenance and removal of riparian vegetation and the
relocating, dredging, and straightening of on-site streams have contributed to unstable channel
characteristics and degraded water quality.

The project site was delineated into four components totaling 6,710 linear feet: Thompson Creek 1(243
feet), Thompson Creek 1-2 (1,349 feet), Dale Branch 1 (375 feet), Dale Branch 2-5 (2,993 feet), Jerry
Branch (1,691 feet), Hudson Branch (59 feet). Dale Branch 1 and Thompson Creek 1 received
Enhancement I while the remaining components received Priority I Restoration. The installation of brush,
rock, and wood structures were utilized throughout the restored reaches to provide bed and bank stability
as well as aquatic habitat. On Thompson 1, the pond outlet was lowered enough to allow the reformation
of a channel in the pond bottom. On Dale 1, the breach in the dam was stabilized in order to prevent
degradation of the wetland that formed in the abandoned pond bottom. All components were designed as
Type B4 or B5 streams. These channel configurations provide a stable pattern and natural form based on
the Type II colluvial valleys where the streams are found.

A baseline stream and topographic survey was performed between March 23 and April 23, 2015 to
document baseline conditions at the site. In general, stream pattern, profile, and dimension were similar
to those values outlined in the design. The survey revealed that Thompson Branch was built 0.5 feet
lower in elevation than designed; however, the deviation was maintained throughout the length of
Thompson Creek. The channel and associated slopes were constructed as designed and the error,
occurring during construction stakeout, should not affect stream stability.

A vegetation survey at the Site was conducted on April 14, 2015. Results from the initial survey indicate
that planted stem density ranged between 810 and 1,139 stems per acre with the mean density of 922
stems per acre across all plots for MY0. A total of nine species were documented across all plots with
species diversity within the plots ranging between 2 and 8. At the time of vegetation data collection,
herbaceous vegetation had begun to establish. Additionally, good recruitment from woody vegetation is
expected due to the presence of mature trees within the easement.

Table of Contents
Executive Summary ................................................................................................................................ i
1.0 Project Goals, Background, and Attribute .................................................................................... 1
1.1. Location and Setting ............................................................................................................. 1
1.2. Project Goals and Objectives ................................................................................................ 1
1.3. Project Structure, Restoration Type and Approach ............................................................... 2
1.4. Project History, Contacts and Attribute Data ........................................................................ 4
2.0 Success Criteria ............................................................................................................................. 4
2.1. Morphological Parameters and Channel Stability ................................................................. 4
2.2. Surface Water Hydrology ..................................................................................................... 5
2.3. Vegetation ............................................................................................................................. 5
3.0 Monitoring Plan ............................................................................................................................ 5
3.1. Stream Channel Stability and Geomorphology ..................................................................... 5
3.2. Stream Hydrology ................................................................................................................. 5
3.3. Vegetation ............................................................................................................................. 5
3.4. Permanent Photo Stations ..................................................................................................... 6
3.5. Maintenance and Contingency .............................................................................................. 6
4.0 Baseline Conditions ...................................................................................................................... 7
5.0 References ..................................................................................................................................... 7
Appendix A General Tables and Figures ............................................................................................. 8
Appendix B Morphological Summary Data and Plots ....................................................................... 18
Appendix C Vegetation Data.............................................................................................................. 55
Appendix D Permanent Photo Stations .............................................................................................. 65

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1.0
1.1. Location and Setting
PROJECT GOALS, BACKGROUND, AND ATTRIBUTE
The Pee Dee Stream Restoration Site (Site) encompasses approximately 18.6 acres of predominately
agricultural land and includes three tributaries to Clarks Creek – Thompson Creek, Dale Branch and Jerry
Branch. The Site is located in the Yadkin River Watershed (NCDWQ sub-basin 03-07-10 and HUC
03040104020020) approximately 1 mile south of the town of Pee Dee, NC in Montgomery County
(Figure 1). Clarks Creek is listed as a Class C water (NCDWR) and flows into the Pee Dee River. The
Site is located within a NCDMS targeted local watershed.

The project area is located in the Carolina Slate Belt Level IV ecoregion, comprised of mineral rich
metavolcanic and metasedimentary rocks with slatey clavage. All three project reaches lay within Type II
colluvial valleys with structurally influenced valley morphology. Historic land use at the Site has
consisted primarily of livestock grazing and dairy farm operations. Additional land use practices,
including the maintenance and removal of riparian vegetation and the relocating, dredging, and
straightening of on-site streams have contributed to unstable channel characteristics and degraded water
quality.
1.2. Project Goals and Objectives
The project goals address stressors identified in the TLW and include the following:

• Improve water quality within the restored channel reaches and downstream watercourses by
reducing sediment and nutrient inputs and increasing dissolved oxygen levels
• Improve local aquatic and terrestrial ecological function via stream shading, habitat
complexities, and organic/woody material introduction
• Improve aquatic and benthic macroinvertebrate habitat and associated stream bed form
• Improve site hydrology and attenuate flood flows on-site and downstream
• Provide approximately 18.6 acres of riparian area restoration with a native plant community
• Protect stream and riparian improvements with livestock best management practices
• Protect the site in perpetuity with a permanent conservation easement

The project goals will be addressed through the following project objectives:
• Implement Priority I or II restoration of 5,992 feet of stream and enhancement of 625 feet of
stream
• Implement appropriate changes in dimension, pattern and/or profile to create
geomorphologically stable conditions along project area reaches
• Modify degraded stream channels to enable proper sediment transport capacity and improved
stream bed character
• Construct a floodplain bench that is accessible at the proposed bankfull channel elevation.
• Remove a major impoundment
• Integrate in-stream structures and native bank vegetation
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• Plant native woody and herbaceous riparian vegetation with a minimum width of 50 feet from
the edge of the restored channels
• Eradicate invasive, exotic or undesirable plant species
• Install cattle exclusion fencing, two new wells, two new cattle drinking stations, and upgrade
eight existing cattle drinking stations
1.3. Project Structure, Restoration Type and Approach
1.3.1. Project Structure
Construction of the Pee Dee Stream Restoration Project produced a total of 6,092 feet of restoration
and 618 feet of enhancement, as outlined in Table 1 and depicted in Figure 2. The project site was
delineated into four components totaling 6,710 linear feet: Thompson Creek 1(243 feet), Thompson Creek
1-2 (1,349 feet), Dale Branch 1 (375 feet), Dale Branch 2-5 (2,993 feet), Jerry Branch (1,691 feet),
Hudson Branch (59 feet).
1.3.2. Restoration Type and Approach
Thompson Creek
Thompson Creek is divided into three main reaches; Reach 1 is located upstream of the old pond dam,
Reach 2 extends from the pond down to the existing pipe crossing, Reach 3 is downstream of the existing
pipe crossing.

Reach 1 was constructed as a semi-passive restoration of a Type B5c stream through the pond bottom.
The earthen dam was breached in stages to drain the remaining surface water and expose the pond bottom
sediments. The pond outlet was lowered just enough to permit the reformation of a channel in the pond
bottom but not to the extent that stored sediments are eroded from the old pond. Log sill structures were
installed in strategic locations especially near the upstream end of the pond in order to stabilize the bed
profile. Channel reconstruction was not performed in this reach since construction access into the pond
bottom would be difficult if not impossible. By breaching the dam, Thompson Creek is reconnected as a
stream corridor. This restores stream functions such as floodplain connectivity and sediment transport, as
well as improve aquatic habitat. By removing a stagnant agricultural pond and restoring Thompson Creek
back to a stable stream corridor an overall functional uplift has occurred.

Reach 2 used a Priority I approach and was constructed as a Type B4 stream with moderate sinuosity and
an average channel slope of 2.2%. Consideration was given to restoring the channel on its current grade
since the stream is now running on bedrock in many locations and as a result the profile has stabilized.
However, the presence of mature vegetation on the floodplain and the extent of grading and removal of
topsoil that would be required dissuaded this approach. Instead the channel was reconnected with its
historic floodplain through a combination of lifting in place and complete channel reconstruction. The
proposed channel alignment was selected to incorporate existing mature vegetation where possible and to
minimize its disturbance.

Thompson Creek is distinguished from Dale and Jerry Branch by the presence of large gravel and cobble
bed material. This gravel and cobble was harvested and reused in the proposed channel. The use of this
bed material will provide for a self-armored channel with a slope slightly less than the valley slope. The
additional grade differential will be made up for through the use of boulder and log step structures.

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Dale and Jerry Branch
The restoration approach for Dale and Jerry Branch was to reestablish the conditions that provided for the
historic stability of these two streams. This involved reintroduction of extensive wood grade control and
removal of livestock access. Due to the extent of degradation this required backfilling of the existing
channels and reconstructing the proper channel dimensions. The disparity between the natural low-
gradient slopes for streams with small gravel bed material (0.2% to 0.3%) and the moderately steep valley
slopes (2% to 4%) was resolved by using logs to create small steps and then having relatively flat channel
reaches between each log structure. Since logs were used as grade control the steps will be held to a
maximum drop of 0.4 ft. Where site conditions exceeded the slope that can be accommodated within
these limitations, a threshold design approach was used to establish an armored reach grade control.

Generally, the channels were restored as Type B4 streams using a Priority I approach which reconnected
the channel to the historic floodplain. In some areas this involved filling and reconstructing the channel in
its present position in the valley, while in other areas this required reconstructing the channel offset from
the existing channel. There are a few locations, particularly upstream of the major headcuts where the
stream is more stable and closer to proper position in the valley, where efforts were made to retain as
much of the existing alignment as possible. In these areas log sills were used to adjust and stabilize the
profile and the channel was raised in place.

Dale Branch
Dale Branch is divided into five reaches, based on significant changes in drainage area. Reach 1 is located
at the upstream end; from the seep heads to the abandoned pond dam. Reach 2 extends from the pond to
the existing timber crossing. Reach 3 extends from the timber crossing to main ephemeral tributary on
the west side. Reach 4 is located downstream of the west tributary to the existing ford crossing and Reach
5 is downstream of the existing ford crossing.

Reach 1 was enhanced by stabilizing existing banks and slopes near the seep heads, removal of invasive
species and replanting of the riparian buffer. At the downstream end of Reach 1 the breach in the dam
embankment was stabilized to prevent future headcutting and degradation of the wetland feature in the
abandoned pond bottom. Reach 2 used a Priority I restoration approach by using a significant portion of
the existing channel alignment and raising the channel in place. This reach required some alignment
alterations to correct severe meanders or reduce bank scour potential.

Reaches 3, 4 and 5 used a Priority I restoration approach and followed the above described general
approach with the exception of a few transitional reaches. One of these reaches is at the downstream end
of Reach 5 which flows into the Clarks Creek floodplain. In this area a Priority II approach was required
to transition down to the grade of Clarks Creek.

Jerry Branch
Jerry Branch is divided into three reaches; Reach 1 is located above the confluence with Hudson Branch.
Reach 2 is located below the confluence with Hudson Branch and Reach 3 is located at the downstream
end of the Site. All three reaches used a Priority I restoration approach and follow the above described
general approach with the exception of a few transitional reaches. Similar to the downstream end of Dale,
the lower end of Reach 3, which flows into the Clarks Creek floodplain, involve a Priority II approach to
transition down to the grade of Clarks Creek.

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Hudson Branch
Hudson Branch, constructed as a Type B4 stream, was restored using a Priority I approach. Hudson was
raised in place using log sills to set the profile grade and backfilling the majority of the existing channel.
Some channel reconstruction was required to properly connect Hudson to the restored Jerry Branch.

1.4. Project History, Contacts and Attribute Data
The project was first identified as a full-delivery mitigation project for the North Carolina Ecosystem
Enhancement Program by Environmental Banc and Exchange, LLC [now Resource Environmental
Solutions, LLC (RES)]. Project planning began in the fall of 2011 with the final mitigation plan
completed in December 2013 and the final design and construction plans completed in January 2014.
Construction and planting of the site was completed in April 2015. Project activities, reporting dates,
project contacts, and background information are outlined in Tables 2-4 (Appendix A).
2.0
2.1. Morphological Parameters and Channel Stability
SUCCESS CRITERIA
Restored and enhanced streams shall be in compliance with the standards set forth in the USACE 2003
Stream Mitigation Guidelines and the “Ecosystem Enhancement Program Monitoring Requirements and
Performance Standards for Stream and Wetland Mitigation” dated November 7, 2011. Restored and
enhanced streams should demonstrate morphologic stability to be considered successful. Stability does
not equate to an absence of change, but rather to sustainable rates of change or stable patterns of variation.
Restored streams often demonstrate some level of initial adjustment in the several months that follow
construction and some change/variation subsequent to that is also to be expected. However, the observed
change should not be unidirectional such that it represents a robust trend. If some trend is evident, it
should be very modest or indicate migration to a stable form.

2.1.1. Dimension
Cross-section measurements should indicate little change from the as-built cross-sections. If changes do
occur, they will be evaluated to determine whether the adjustments are associated with increased stability
or whether they indicate movement towards an unstable condition

2.1.2. Pattern and Profile
Measurements and calculated values should indicate stability with little deviation from as-built conditions
and established morphological ranges for the restored stream type. Pool depths may vary from year to
year, but the majority should maintain depths sufficient to be observed as distinct features in the profile.
The pools should maintain their depth with flatter water surface slopes, while the riffles should remain
shallower and steeper. Pattern measurements will not be collected unless conditions seem to indicate that
a detectable change appears to have occurred based on profile and/or dimension measurements.

2.1.3. Substrate
Calculated D50 and D84 values should indicate coarser size class distribution of bed materials in riffles and
finer size class distribution in pools. The majority of riffle pebble counts should indicate maintenance or
coarsening of substrate distributions. Generally, it is anticipated that the bed material will coarsen over
time.

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2.1.4. Sediment Transport
Depositional features should be consistent with a stable stream that is effectively managing its sediment
load. Point bar and inner berm features, if present, should develop without excessive encroachment of the
channel. Isolated development of robust (i.e. comprised of coarse material and/or vegetated actively
diverting flow) mid-channel or lateral bars will be acceptable. Likewise, development of a higher number
of mid-channel or lateral bars that are minor in terms of their permanency such that profile measurements
do not indicate systemic aggradation will be acceptable, but trends in the development of robust mid-
channel or alternating bar features will be considered a destabilizing condition and may require
intervention or have success implications.

2.2. Surface Water Hydrology
Monitoring of stream surface water stages should indicate recurrence of bankfull flow on average every 1
to 2 years. At a minimum, throughout the monitoring period, the surface water stage should achieve
bankfull or greater elevations at least twice. The bankfull events must occur during separate monitoring
years.
2.3. Vegetation
Riparian vegetation monitoring shall be conducted for a minimum of seven years to ensure that success
criteria are met per USACE guidelines. Accordingly, success criteria will consist of a minimum survival
of 320 stems per acre by the end of the Year 3 monitoring period, a minimum of 260 stems per acre at the
end of Year 5 and a minimum of 210 stems per acre in Year 7. If monitoring indicates either that the
specified survival rate is not being met or the development of detrimental conditions (i.e., invasive
species, diseased vegetation), appropriate corrective actions will be developed and implemented.
3.0
3.1. Stream Channel Stability and Geomorphology
MONITORING PLAN
A total of 22 cross-sections, including 11 riffles and 11 pools, were installed upon completion of
construction and will be monitored annually. The total number of cross-sections include four on
Thompson Creek, eleven on Dale Branch, and seven on Jerry Branch. Data collected from annual
monitoring will be compared with the as-built conditions to document the current state of the channel and
any trends in the stream profile occurring throughout the monitoring period.
3.2. Stream Hydrology
A total of three crest gauges were installed on site. Crest gauges will be monitored quarterly to document
highest stage for the monitoring interval and verify occurrences of bankfull events. In addition,
observations of wrack and depositional features in the floodplain will be documented with photos.
3.3. Vegetation
Fourteen vegetation monitoring plots, approximately 0.025 acres individually, were established based on
guidance given in the CVS-EEP Protocol for Recording Vegetation Version 4.2 (Lee et al. 2008). Data
was collected using the Level I protocol during initial baseline monitoring to document baseline
conditions immediately after construction and planting. Subsequent annual vegetation will use the Level
II protocol. Annual monitoring will determine planted vegetative success and the overall trajectory of
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woody plant restoration and regeneration at the site. Vegetation monitoring plot corners were marked
with t-posts and PVC conduit.
3.4. Permanent Photo Stations
Permanent photo stations were established at each cross-section to digitally document annual conditions
of the left and right banks. Each vegetation monitoring plot includes a photo station taken diagonally
from the origin towards the opposite plot corner. Additionally, 16 permanent photo stations were
established throughout the project area to provide representative digital documentation of stream features
and vegetation conditions. Permanent photo stations were marked with labeled wooden stakes and red
flagging tape.

3.5. Maintenance and Contingency
RES and Equinox will 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:
• Stream- Routine channel maintenance and repair activities may include chinking of in-stream
structures to prevent piping, securing of loose coir matting, and supplemental installations of live
stakes and other target vegetation along the channel. Areas where storm water and floodplain
flows intercept the channel may also require maintenance to prevent bank failures and head-
cutting. Management of beaver activity will include removal of nuisance beavers and beaver
dams that affect the stream.
• Vegetation- Vegetation shall be maintained to ensure the health and vigor of the targeted plant
community. Routine vegetation maintenance and repair activities may include supplemental
planting, pruning, mulching, and fertilizing. Exotic invasive plant species shall be controlled by
mechanical and/or chemical methods. Any vegetation control requiring herbicide application will
be performed in accordance with NC Department of Agriculture (NCDA) rules and regulations.
• Site Boundary- Site boundaries shall be identified in the field to ensure clear distinction between
the mitigation site and adjacent properties. Boundaries may be 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. Boundary markings will comply with requirements of the RFP Addendum
titled “Full Delivery Requirement for Completion of Survey for Conservations Easements” dated
7/21/11.
• Road Crossing- Road crossings within the site may be maintained only as allowed by
Conservation Easement or existing easement, deed restrictions, rights of way, or corridor
agreements.
• Stormwater Management Device- Storm water management devices will be monitored and
maintained per the protocols and procedures defined by the NC Division of Water Quality Storm
Water Best Management Practices Manual.

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4.0
A baseline survey was performed between March 23, 2015 and April 23, 2015 to document baseline
conditions at the site. A vegetation survey was conducted on April 14, 2015 to document planted
vegetation after construction for future comparison.
BASELINE CONDITIONS

Reach summary tables, cross-section summary tables, and cross-section plots related to stream
morphology can be found in Appendix B. Generally, the pattern, profile, and dimension were relatively
similar to those values outlined in the design. Jerry Branch 1 had a noticeably flatter as-built slope of
0.027 ft/ft than the design slope of 0.037 ft/ft. However, the 0.037 ft/ft slope value listed in the design
plans was the steepest in a range of slope values for the reach. The as-built of 0.027 slope falls within the
range of 0.015-0.037 ft/ft for the reach.

During construction, several deviations were made from the final plans and approved by the engineer.
These included moving one crossing to the top of Jerry Branch 1, shifting the crossing at 228+50
downstream approximately 8 feet, omitting a log sill near 219+75 on Dale branch, and omitting a boulder
arch at 228+11.9 and 234+43.0 on Dale Branch. Of note, due to an error during construction stakeout,
Thompson Branch was constructed 0.5 feet lower in elevation than designed. However, the 0.5 foot
deviation in elevation was maintained throughout the reach and the channel was otherwise constructed as
designed. The error should not affect stream stability since the channel and its associated slopes were
constructed as designed.

Vegetation data, summary tables, and plot photos are located in Appendix C. Results from the initial
survey indicate that planted stem density ranged between 810 and 1,139 stems per acre with a mean
density of 922 stems per acre across all plots for MY0. A total of nine species were documented across
all plots with species diversity within the plots ranging between 2 and 8. At the time of vegetation data
collection, herbaceous vegetation had begun to establish. Additionally, good recruitment from woody
vegetation is expected due to the presence of mature trees within the easement.
5.0
Lee, Michael T., R.K. Peet, S.D. Roberts, and T.R. Wentworth. 2008. CVS-EEP Protocol for
Recording Vegetation, Version 4.2 (http://cvs.bio.unc.edu/methods.htm)
REFERENCES

Appendix A
General Tables and Figures
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Pee Dee Stream Restoration Project 10 Equinox
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Type RE
Totals
1.5
1
1.5
1
1
1
--
Table 1. Project Components and Mitigation Credits
Pee Dee Stream Restoration Site / Project Number 95350
Mitigation Credits
Stream Riparian Wetland Non-riparian Wetland Buffer
Nitrogen
Nutrient Offset
Phosphorous
Nutrient Offset
6,504 -
Approach
(PI, PII etc.)
Restoration -
or-
Restoration
Equivalent
R R RE R RE
Restoration Footage
or Acreage 1
Mitigation
Ratio
Project Components
Thompson Creek 1 - 2
Thompson Creek 1
102+50 - 117+05
100+7 - 102 + 50
1346
250
PI
PI
R
EI
Project Component -or-
Reach ID Stationing/Location Existing Footage/Acreage
Dale Branch 2 - 5
Dale Branch 1
203+95 - 234+86
200+00 - 203+95
2407
375
PI
PI
R
EI
Buffer
(square feet)
Hudson Branch
Jerry Branch
402+48 - 403+07
300+74 - 318+15
53
1832
PI
PI
R
R
Component Summation
Restoration 6,092 ----
Upland
(acres)
Riverine Non-Riverine
-
Restoration Level
Stream
(linear feet)
Riparian Wetland
(acres)
Non-riparian Wetland
(acres)
-
-
Enhancement II -----
-
Enhancement I 618 -----
Enhancement -----
-
Preservation -----
Creation -----
FB Entire Site Protect Stream
2 BR = Bioretention Cell; SF = Sand Filter; SW = Stormwater Wetland; WDP = Wet Detention Pond; DDP = Dry Detention Pond; FS = Filter Strip; S = Grassed Swale; LS = Level Spreader;
NI = Natural Infiltration Area; FB = Forested Buffer
1 Restoration footage accounts for crossings and exclusions.
59
1691
2993
375
1349
243
BMP Elements
Element 2 Location Purpose/Function Notes
High Quality
Preservation ---
-
--
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Activity or Report
Data
Collection
Complete
Completion
or Delivery
Mitigation Plan Dec - 2013Dec - 2013
Final Design - Construction Plans N/AJan - 2014
Construction N/AApril - 2015
Temporary S&E Mix Applied to Entire Project Area N/AApril - 2015
Permanent Seed Mix Applied to Reach/Segments 1 & 2 N/AApril - 2015
Containerized and B&B Plantings for Reach/Segments 1 & 2N/AApril - 2015
Baseline Monitoring Document (Year 0 Monitoring - Baseline)April - 2015July 2015
Year 1 Monitoring
Year 2 Monitoring
Year 3 Monitoring
Year 4 Monitoring
Year 5 Monitoring
Table 2. Project Activity and Reporting History
Pee Dee Stream Restoration Site / Project No 95350
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Table 3. Project Contacts
Pee Dee Stream Restoration Site – NCDMS Project # 95350
Prime Contractor
Resource Environmental Solutions, LLC
302 Jefferson Street; Suite 110
Raleigh, North Carolina 27605
David Godley [phone]
Designer
Wolf Creek Engineering
12-1/2 Wall St., Suite C
Asheville, North Carolina 28801
Grant Ginn [phone] ext 102
Construction Contractor
Northstate Environmental
2889 Lowery Street
Winston Salem, North Carolina 27101
Darrell Westmoreland [phone]
Seeding Contractor
Northstate Environmental
2889 Lowery Street
Winston Salem, North Carolina 27101
Darrell Westmoreland [phone]
Planting Contractor
Resource Environmental Solutions, LLC
302 Jefferson Street; Suite 110
Raleigh, North Carolina 27605
David Godley [phone]
As-built Surveys
Kee Mapping and Surveying
PO Box 2566
Asheville, North Carolina 28802
Phillip B. Key [phone]
Seeding Mix Source
Green Resource
5204 Highgreen Court
Colfax, NC 27235
[phone]
Bare Root Seedlings
ArborGen Inc.
2011 Broadbank Court
Ridgeville, SC 29472
[phone]
North Carolina Forest Service
762 Claridge Nursery Road
Goldsboro, NC 27350
[phone]
Live Stakes
Bear Duck Farms, LLC
105 Dobbs Place
Goldsboro, NC

Monitoring Performers (Y0)- 2015
Equinox
37 Haywood St.
Asheville, North Carolina 28802
Hunter Terrell [phone]

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USGS Hydrologic Unit 8-digit
Thompson Creek
1596
II
102
30.5
C
B4
IV
GoE, BeC2, BaC2
Well-drained
Non-Hydric
2%
N/A
Agricultural
5%
N/A
N/A
Yes
Yes
N/A
N/A
N/A
2%
N/A
Agricultural
5%
N/A
Agricultural
Regulatory Considerations
Regulation Applicable?Resolved?Supporting
Documentation
--
Hydrologic Impairment -
Native vegetation community -
Essential Fisheries Habitat ERTR
Table 4. Project Baseline Information and Attributes
Coastal Zone Management Act (CZMA)/
Coastal Area Management Act (CAMA)
FEMA Floodplain Compliance
Endangered Species Act ERTR
Historic Preservation Act ERTR
Waters of the United States – Section 404 Yes NWP
Waters of the United States – Section 401 Yes 401 Certification
Percent composition of exotic invasive vegetation -
Soil Hydric Status -
Source of Hydrology -
-
-
-
-
-
-
-
-
Mapped Soil Series -
Drainage class -
Wetland Type (non-riparian, riparian riverine or riparian non-riverine)-
-
-
-
-
--
Wetland Summary Information
Parameters ---
Size of Wetland (acres)--
Native vegetation community Agricultural
Percent composition of exotic invasive vegetation 5%5%
Slope 2%
FEMA classification N/A
2%
Soil Hydric status Non-Hydric
Evolutionary trend (Rosgen)IV
Underlying mapped soils GoE, BaC2, BaB2
NCDWQ Water Quality Classification C
Morphological Description (stream type) (Rosgen)B4B4
IV
C
Non-Hydric
GoE, CnA
Well-drained
19
21.5
Drainage class Well-drained
II
58
2782
34
C
B4
IV
BaC2
Well-drained
Non-Hydric
DWQ Sub-basin 03-07-10
Project Drainage Area (acres)286
Project Drainage Area Percentage of Impervious Area <10%
Drainage area (acres)83
NCDWQ stream identification score 30.5
Length of reach (linear feet)1832
Valley classification (Rosgen)II
CGIA Land Use Classification 2.01.03 Hay and Pasture Land
Reach Summary Information
Parameters Dale Branch Jerry Branch Hudson Branch
56
II
Project Information
Project Name Pee Dee Stream Restoration
County Montgomery County
Project Area (acres) 18.6
03040104 USGS Hydrologic Unit 14-Digit 03040104020020
Project Coordinates (latitude and longitude)35°15’26.95” N, 80°01’47.83” W
Project Watershed Summary Information
Physiographic Province Piedmont
River Basin Yadkin

Appendix B
Morphological Summary Data and Plots

Pee Dee Stream Restoration Project 19 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Parameter
Dimension & Substrate - Riffle LL UL Eq.Min Mean MedMax SD NMinMeanMedMax SD NMinMeanMaxMinMeanMedMax SD N
Bankfull Width (ft)--4.6-5.0---19.811.7-13.1---8.8-------
Floodprone Width (ft)-20.0---116.018.0-21.0-----------
Bankfull Mean Depth (ft)--0.7-1.0---10.50.6-0.8---0.48-------
Bankfull Max Depth (ft)-1.3---10.80.9-1.2---0.73-------
Bankfull Cross Sectional Area (ft 2)-4.6---15.47.3-8.0---4.2-------
Width/Depth Ratio -5.5---112.318.8-19.6---18.6-------
Entrenchment Ratio -4.0---11.41.5-1.8---3.4-------
Bank Height Ratio -1.2---10.91.0-1.4-----------
d50 (mm)-------52------------
Profile
Riffle Length (ft)------4.014.0-30.0-----44.744.744.744.7-1
Riffle Slope (ft/ft)------0.0170.027-0.059-----0.0060.0060.0060.006-1
Pool Length (ft)------7.013.0-30.0-----9.620.617.035.011.66
Pool Max Depth (ft)------1.81.9-2.7---1.1-1.62.01.92.30.37
Pool Spacing (ft)------18.039.0-53.0---28.6-11.022.318.336.511.26
Pattern
Channel Belt Width (ft)-------21.0-------19.026.122.936.49.13
Radius of Curvature (ft)-------18.0----13.0-19.0 12.313.113.213.70.73
Rc: Bankfull Width (ft)---------------1.41.51.51.60.11
Meander Wavelength (ft)---------------60.794.781.4155.244.04
Meander Width Ratio -------1.8-----3-2.23.02.64.11.03
Substrate, Bed and Transport Parameters
Ri% / Ru% / P% / G% / S%
SC% / Sa% / G% / C% / B% / Be%
d16 / d35 / d50 / d84 / d95 / dip / disp (mm)
Reach Shear Stress (Competency) lb/ft 2
Max Part Size (mm) Mobilized at Bankfull
Stream Power (Transport Capacity) W/m2
Additional Reach Parameters
Drainage Area (mi2)
Impervious Cover Estimate (%)
Rosgen Classification
Bankfull Velocity (fps)
Bankfull Discharge (cfs)
Valley Length (ft)
Channel Thalweg Length (ft)
Sinuosity
Water Surface Slope (ft/ft)
Bankfull Slope (ft/ft)
Bankfull Floodplain Area (acres)
Proportion Over Wide (%)
Entrenchment Class (ER Range)
Incision Class (BHR Range)
BEHI
Channel Stability or Habitat Metric
Biological or Other
Non-Applicable.
25% / 0% / 69% / 0% / 6%
-
-
1.06
0.031
0.030
B4
530
-
-
-
-
4% / 2% / 49% / 38% / 1% / 6%
14 / 36 / 52 / 110 / 170 / - / -
0.562
947
-
-
-
-
-
-
-
As-Built / Baseline
3.8
28.0
260.0
-
Table 5. Baseline Stream Data Summary
Pee Dee / Project No. 95350 - Thompson Branch 1 (530 feet)
Reference Reach Data
0.42
-
B4c
0.11
-
Pre-Existing Condition
18.2
- Information unavailable.
DesignRegional Curve
-
-
-
-
-
-
-1.50
B4

-
37
-
1.0
0.030
-
-
-
18
294
511
G
-
-
-
-
-
30.9
-
-
4.8
-
-
-
4 / 6 /8 /15 / 24
-
-

Pee Dee Stream Restoration Project 20 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Parameter
Dimension & Substrate - Riffle LL UL Eq.MinMeanMedMax SD NMinMeanMedMax SD NMinMeanMaxMinMeanMedMax SD N
Bankfull Width (ft)--5.117.07.77.09.01.239.811.7-13.1---7.5-7.57.67.67.60.072
Floodprone Width (ft)9.014.715.020.05.5216.018.0-21.0-----31.132.732.734.32.262
Bankfull Mean Depth (ft)--0.80.90.90.91.00.130.50.6-0.8---0.6-0.60.60.60.602
Bankfull Max Depth (ft)1.11.11.11.20.130.80.9-1.2---0.78-1.11.21.21.20.072
Bankfull Cross Sectional Area (ft 2)5.76.76.08.41.535.47.3-8.0---4.2-4.24.34.34.30.072
Width/Depth Ratio 8.18.88.59.70.8312.318.8-19.6---13.5-13.313.413.413.40.072
Entrenchment Ratio 1.32.01.72.90.831.41.5-1.8---4.0-4.14.34.34.50.282
Bank Height Ratio 1.42.22.42.90.830.91.0-1.4-----1.01.01.01.00.02
d50 (mm)------52------
Profile
Riffle Length (ft)------4.014.0-30.0-----10.015.815.225.43.932
Riffle Slope (ft/ft)------0.0170.027-0.059---0.008-0.0050.0140.0130.0230.00532
Pool Length (ft)------7.013.0-30.0-----1.85.04.618.33.032
Pool Max Depth (ft)------1.81.9-2.7---1.17-1.42.12.02.60.332
Pool Spacing (ft)------18.039.0-53.0---26.2-19.527.525.954.07.432
Pattern
Channel Belt Width (ft)-------21.0-------14.422.419.537.88.26
Radius of Curvature (ft)-------18.0----12.0-18.0 10.518.318.525.96.74
Rc: Bankfull Width (ft)--------------1.42.42.53.50.92
Meander Wavelength (ft)--------------34.348.750.560.99.86
Meander Width Ratio -------1.8-----3-2.23.02.64.11.03
Substrate, Bed and Transport Parameters
Ri% / Ru% / P% / G% / S%
SC% / Sa% / G% / C% / B% / Be%
d16 / d35 / d50 / d84 / d95 / dip / disp (mm)
Reach Shear Stress (Competency) lb/ft 2
Max Part Size (mm) Mobilized at Bankfull
Stream Power (Transport Capacity) W/m2
Additional Reach Parameters
Drainage Area (mi2)
Impervious Cover Estimate (%)
Rosgen Classification
Bankfull Velocity (fps)
Bankfull Discharge (cfs)
Valley Length (ft)
Channel Thalweg Length (ft)
Sinuosity
Water Surface Slope (ft/ft)
Bankfull Slope (ft/ft)
Bankfull Floodplain Area (acres)
Proportion Over Wide (%)
Entrenchment Class (ER Range)
Incision Class (BHR Range)
BEHI
Channel Stability or Habitat Metric
Biological or Other
Non-Applicable.
Table 5 cont'd. Baseline Stream Data Summary
Pee Dee / Project No. 95350 - Thompson Branch 2 (1,061 feet)
Regional Curve Pre-Existing Condition Reference Reach Data Design As-Built / Baseline
5.6
--57% / 0% / 18% / 11% / 14%
-
-4% / 2% / 49% / 38% / 1% / 6%
4 / 6 / 8 / 15 /24 14 / 36 / 52 / 110 / 170 / - / -
-0.562 --
-947 37
B4
---
0.14 0.42
--
G B4c B4
1,061
--3.8 -
21.6 -28.0 22
0.020
-260.0 1,010
--1,150
-1.50 1.1 1.05
--0.020
--0.022 0.022
---
--
--
--
29.8 -
- Information unavailable.
--
--

Pee Dee Stream Restoration Project 21 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Parameter
Dimension & Substrate - Riffle LL UL Eq.MinMeanMedMax SD NMinMeanMedMax SD NMinMeanMaxMinMeanMedMax SD N
Bankfull Width (ft)--2.634.87.18.08.52.039.811.7-13.1---6.3-
Floodprone Width (ft)7.015.018.020.07.0216.018.0-21-----
Bankfull Mean Depth (ft)--0.490.40.50.50.60.130.50.62-0.8---0.34-
Bankfull Max Depth (ft)0.50.60.60.70.130.80.9-1.2---0.52-
Bankfull Cross Sectional Area (ft 2)2.52.92.93.40.535.47.3-8---2.1-
Width/Depth Ratio 8.018.421.425.79.2312.318.8-19.6---18.7-
Entrenchment Ratio 1.52.02.12.50.531.41.5-1.8---5.6-
Bank Height Ratio 1.01.81.23.11.230.91-1.4-----
d50 (mm)-------52-------
Profile
Riffle Length (ft)------4.014.0-30.0-----
Riffle Slope (ft/ft)------0.0170.027-0.059-----
Pool Length (ft)------7.013.0-30.0-----
Pool Max Depth (ft)------1.81.9-2.7---0.77-
Pool Spacing (ft)------18.039.0-53.0---20.5-
Pattern
Channel Belt Width (ft)-------21.0------
Radius of Curvature (ft)-------18.0----9.0-14.0
Rc: Bankfull Width (ft)---------------
Meander Wavelength (ft)---------------
Meander Width Ratio -------1.8-----4-
Substrate, Bed and Transport Parameters
Ri% / Ru% / P% / G% / S%
SC% / Sa% / G% / C% / B% / Be%
d16 / d35 / d50 / d84 / d95 / dip / disp (mm)
Reach Shear Stress (Competency) lb/ft 2
Max Part Size (mm) Mobilized at Bankfull
Stream Power (Transport Capacity) W/m2
Additional Reach Parameters
Drainage Area (mi2)
Impervious Cover Estimate (%)
Rosgen Classification
Bankfull Velocity (fps)
Bankfull Discharge (cfs)
Valley Length (ft)
Channel Thalweg Length (ft)
Sinuosity
Water Surface Slope (ft/ft)
Bankfull Slope (ft/ft)
Bankfull Floodplain Area (acres)
Proportion Over Wide (%)
Entrenchment Class (ER Range)
Incision Class (BHR Range)
BEHI
Channel Stability or Habitat Metric
Biological or Other
N/A - Item does not apply.
Non-Applicable.
1This reach received minor bank work with no adjustments to profile. No cross-sections set in this reach.
Table 5 cont'd. Baseline Stream Data Summary
Pee Dee / Project No. 95350 - Dale Branch 1 (250 feet)
Regional Curve Pre-Existing Condition Reference Reach Data Design As-Built / Baseline1
2.0
--
-4% / 2% / 49% / 38% / 1% / 6%
--/5/6/11/15 14 / 36 / 52 / 110 / 170 / - / -
-0.562 -
-947 32
---
-0.42
--
C B4c B4
--3.8 -
7.13 -28.0 7
-260.0 -
--375
-1.50 1.20
--0.0390
---
---
--
--
--
25.64 -
- Information unavailable.
--
--

Pee Dee Stream Restoration Project 22 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Parameter
Dimension & Substrate - Riffle LL UL Eq.MinMeanMedMax SD NMinMeanMedMax SD NMinMeanMaxMinMeanMedMax SD N
Bankfull Width (ft)--2.98-5.0---19.811.7-13.1---5.4-6.46.76.77.00.422
Floodprone Width (ft)-7.0---116.018.0-21-----15.119.519.523.96.222
Bankfull Mean Depth (ft)--0.54-0.6---10.50.62-0.8---0.37-0.30.30.30.302
Bankfull Max Depth (ft)-0.7---10.80.9-1.2---0.56-0.50.60.60.70.142
Bankfull Cross Sectional Area (ft 2)-2.8---15.47.3-8---2.0-1.81.91.92.00.142
Width/Depth Ratio -9.0---112.318.8-19.6---14.6-22.623.623.624.61.412
Entrenchment Ratio -1.4---11.41.5-1.8---8.2-2.42.92.93.40.712
Bank Height Ratio -7.9---10.91-1.4-----1.01.01.01.00.02
d50 (mm)-------52-------
Profile
Riffle Length (ft)------4.014.0-30.0-----3.210.19.021.34.828
Riffle Slope (ft/ft)------0.0170.027-0.059---0.003-0.0070.0270.0270.0460.01128
Pool Length (ft)------7.013.0-30.0-----1.53.22.99.61.629
Pool Max Depth (ft)------1.81.9-2.7---0.84-1.11.61.42.80.528
Pool Spacing (ft)------18.039.0-53.0---20.7-9.419.719.331.44.928
Pattern
Channel Belt Width (ft)-------21.0-------18.020.619.024.43.15
Radius of Curvature (ft)-------18.0----10.0-15.0 8.213.814.716.73.45
Rc: Bankfull Width (ft)--------------1.22.12.22.50.55
Meander Wavelength (ft)--------------33.138.939.641.53.16
Meander Width Ratio -------1.8-----4-2.73.12.83.60.96
Substrate, Bed and Transport Parameters
Ri% / Ru% / P% / G% / S%
SC% / Sa% / G% / C% / B% / Be%
d16 / d35 / d50 / d84 / d95 / dip / disp (mm)
Reach Shear Stress (Competency) lb/ft 2
Max Part Size (mm) Mobilized at Bankfull
Stream Power (Transport Capacity) W/m2
Additional Reach Parameters
Drainage Area (mi2)
Impervious Cover Estimate (%)
Rosgen Classification
Bankfull Velocity (fps)
Bankfull Discharge (cfs)
Valley Length (ft)
Channel Thalweg Length (ft)
Sinuosity
Water Surface Slope (ft/ft)
Bankfull Slope (ft/ft)
Bankfull Floodplain Area (acres)
Proportion Over Wide (%)
Entrenchment Class (ER Range)
Incision Class (BHR Range)
BEHI
Channel Stability or Habitat Metric
Biological or Other
1Based on average design values for Subreaches 2b-2e
N/A - Item does not apply.
Non-Applicable.
Table 5 cont'd. Baseline Stream Data Summary
Pee Dee / Project No. 95350 - Dale Branch 2 (920 feet)
Regional Curve Pre-Existing Condition Reference Reach Data Design1 As-Built / Baseline
2.4
--50%/ 7%/ 16%/ 10%/ 17%
-
-4% / 2% / 49% / 38% / 1% / 6%
--/5/6/11/15 14 / 36 / 52 / 110 / 170 / - / -
-0.562 --
-947 32
B4
---
0.04 0.42
--
G B4c B4
920
--3.8 -
8.77 -28.0 9
0.029
-260.0 896
--975
-1.50 1.00 1.03
--0.0420
---0.028
---
--
--
--
25.2 -
- Information unavailable.
--
--

Pee Dee Stream Restoration Project 23 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Parameter
Dimension & Substrate - Riffle LL UL Eq.MinMeanMedMax SD NMinMeanMedMax SD NMinMeanMaxMinMeanMedMax SD N
Bankfull Width (ft)--3.283.03.33.33.60.429.811.7-13.1---7.2-7.37.37.37.3-1
Floodprone Width (ft)9.012.012.015.04.2216.018.0-21-----18.518.518.518.5-1
Bankfull Mean Depth (ft)--0.580.60.70.70.70.120.50.62-0.8---0.39-0.30.30.30.3-1
Bankfull Max Depth (ft)0.70.80.80.90.120.80.9-1.2---0.59-0.70.70.70.7-1
Bankfull Cross Sectional Area (ft 2)3.03.63.64.10.825.47.3-8---2.8-2.52.52.52.5-1
Width/Depth Ratio 8.810.410.411.92.2212.318.8-19.6---18.7-21.121.121.121.1-1
Entrenchment Ratio 1.52.02.02.50.721.41.5-1.8---4.2-2.52.52.52.5-1
Bank Height Ratio 1.61.91.92.20.420.91-1.4-----1.01.01.01.0-1
d50 (mm)-------52------
Profile
Riffle Length (ft)------4.014.0-30.0-----0.512.610.760.610.924
Riffle Slope (ft/ft)------0.0170.027-0.059---0.008-0.0050.0260.0250.0610.01424
Pool Length (ft)------7.013.0-30.0-----1.33.32.99.01.523
Pool Max Depth (ft)------1.81.9-2.7---0.89-0.81.31.31.70.223
Pool Spacing (ft)------18.039.0-53.0---21.9-13.321.018.563.110.123
Pattern
Channel Belt Width (ft)-------21.0-------17.826.727.933.47.44
Radius of Curvature (ft)-------18.0----11.0-16.0 8.710.29.812.11.46
Rc: Bankfull Width (ft)---------------1.21.41.31.70.21
Meander Wavelength (ft)---------------29.639.937.455.710.06
Meander Width Ratio -------1.8-----2-2.43.73.84.61.04
Substrate, Bed and Transport Parameters
Ri% / Ru% / P% / G% / S%
SC% / Sa% / G% / C% / B% / Be%
d16 / d35 / d50 / d84 / d95 / dip / disp (mm)
Reach Shear Stress (Competency) lb/ft 2
Max Part Size (mm) Mobilized at Bankfull
Stream Power (Transport Capacity) W/m2
Additional Reach Parameters
Drainage Area (mi2)
Impervious Cover Estimate (%)
Rosgen Classification
Bankfull Velocity (fps)
Bankfull Discharge (cfs)
Valley Length (ft)
Channel Thalweg Length (ft)
Sinuosity
Water Surface Slope (ft/ft)
Bankfull Slope (ft/ft)
Bankfull Floodplain Area (acres)
Proportion Over Wide (%)
Entrenchment Class (ER Range)
Incision Class (BHR Range)
BEHI
Channel Stability or Habitat Metric
Biological or Other
Non-Applicable.
Table 5 cont'd. Baseline Stream Data Summary
Pee Dee / Project No. 95350 - Dale Branch 3 (559 feet)
Regional Curve Pre-Existing Condition Reference Reach Data Design As-Built / Baseline
2.8
--62% / 0% / 16% /11% /11%
-
-4% / 2% / 49% / 38% / 1% / 6%
--/5/6/11/15 14 / 36 / 52 / 110 / 170 / - / -
-0.562 --
-947 32
B4
---
0.05 0.42
--
G B4c B4
559
--3.8 -
10.3 -28.0 10
0.024
-260.0 531
--550
-1.50 1.0 1.05
--0.027
---0.026
---
--
--
--
20.47 -
- Information unavailable.
--
--

Pee Dee Stream Restoration Project 24 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Parameter
Dimension & Substrate - Riffle LL UL Eq.MinMeanMedMax SD NMinMeanMedMax SD NMinMeanMaxMinMeanMedMax SD N
Bankfull Width (ft)--4.015.56.06.06.50.729.811.7-13.1---6.1-6.36.46.46.50.142
Floodprone Width (ft)6.57.87.89.01.8216.018.0-21-----22.033.133.144.215.72
Bankfull Mean Depth (ft)--0.670.80.80.80.80.020.50.62-0.8---0.47-0.30.40.40.50.142
Bankfull Max Depth (ft)1.01.01.01.00.020.80.9-1.2---0.67-0.70.80.80.90.142
Bankfull Cross Sectional Area (ft 2)4.14.64.65.00.625.47.3-8---2.9-1.92.52.53.10.852
Width/Depth Ratio 7.37.97.98.40.8212.318.8-19.6---13.0-13.817.417.421.05.092
Entrenchment Ratio 1.21.31.31.40.121.41.5-1.8---4.1-3.55.25.26.82.332
Bank Height Ratio 3.33.53.53.70.320.91-1.4-----1.01.01.01.00.02
d50 (mm)-------52-------
Profile
Riffle Length (ft)------4.014.0-30.0-----7.817.814.568.712.331
Riffle Slope (ft/ft)------0.0170.027-0.059---0.002-0.0030.0180.0160.0480.00931
Pool Length (ft)------7.013.0-30.0-----1.53.22.912.52.130
Pool Max Depth (ft)------1.81.9-2.7---1.01-0.11.41.42.10.333
Pool Spacing (ft)------18.039.0-53.0---19.6-14.426.022.277.413.731
Pattern
Channel Belt Width (ft)-------21.0-------16.718.718.022.22.54
Radius of Curvature (ft)-------18.0----9.0-14.0 9.313.113.616.42.96
Rc: Bankfull Width (ft)--------------1.42.12.12.60.52
Meander Wavelength (ft)--------------34.445.939.962.712.56
Meander Width Ratio -------1.8-----2-2.62.92.83.50.44
Substrate, Bed and Transport Parameters
Ri% / Ru% / P% / G% / S%
SC% / Sa% / G% / C% / B% / Be%
d16 / d35 / d50 / d84 / d95 / dip / disp (mm)
Reach Shear Stress (Competency) lb/ft 2
Max Part Size (mm) Mobilized at Bankfull
Stream Power (Transport Capacity) W/m2
Additional Reach Parameters
Drainage Area (mi2)
Impervious Cover Estimate (%)
Rosgen Classification
Bankfull Velocity (fps)
Bankfull Discharge (cfs)
Valley Length (ft)
Channel Thalweg Length (ft)
Sinuosity
Water Surface Slope (ft/ft)
Bankfull Slope (ft/ft)
Bankfull Floodplain Area (acres)
Proportion Over Wide (%)
Entrenchment Class (ER Range)
Incision Class (BHR Range)
BEHI
Channel Stability or Habitat Metric
Biological or Other
N/A - Item does not apply.
Non-Applicable.
Table 5 cont'd. Baseline Stream Data Summary
Pee Dee / Project No. 95350 - Dale Branch 4 (835 feet)
Regional Curve Pre-Existing Condition Reference Reach Data Design As-Built / Baseline
3.9
--68%/ 0%/ 12%/ 8%/ 11%
-
-4% / 2% / 49% / 38% / 1% / 6%
--/5/6/11/15 14 / 36 / 52 / 110 / 170 / - / -
-0.562 --
-947 32
B4
---
0.08 0.42
--
G B4c B4
835
--3.8 -
14.45 -28.0 14
0.024
-260.0 810
--825
-1.50 1.00 1.03
--0.028
---0.020
---
--
--
--
24.25 -
- Information unavailable.
--
--

Pee Dee Stream Restoration Project 25 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Parameter
Dimension & Substrate - Riffle LL UL Eq.MinMeanMedMax SD NMinMeanMedMax SD NMinMeanMaxMinMeanMedMax SD N
Bankfull Width (ft)--4.2-8.0---19.811.7-13.1---6.4-7.17.17.17.1-1
Floodprone Width (ft)-9.0---116.018.0-21-----23.923.923.923.9-1
Bankfull Mean Depth (ft)--0.7-0.8---10.50.62-0.8---0.49-0.50.50.50.5-1
Bankfull Max Depth (ft)-1.0---10.80.9-1.2---0.69-0.70.70.70.7-1
Bankfull Cross Sectional Area (ft 2)-5.0---15.47.3-8---3.1-3.33.33.33.3-1
Width/Depth Ratio -12.9---112.318.8-19.6---13.1-15.215.215.215.2-1
Entrenchment Ratio -1.1---11.41.5-1.8---3.1-3.43.43.43.4-1
Bank Height Ratio -2.6---10.91-1.4-----1.01.01.01.0-1
d50 (mm)-------52-------
Profile
Riffle Length (ft)------4.014.0-30.0-----7.218.320.325.16.011
Riffle Slope (ft/ft)------0.0170.027-0.059---0.002-0.0050.0220.0240.0440.01111
Pool Length (ft)------7.013.0-30.0-----1.83.03.14.00.712
Pool Max Depth (ft)------1.81.9-2.7---1.04-1.11.51.42.20.411
Pool Spacing (ft)------18.039.0-53.0---29.9-12.126.428.435.26.811
Pattern
Channel Belt Width (ft)-------21.0-------13.215.315.617.11.93
Radius of Curvature (ft)-------18.0----7.0-12.0 8.714.115.616.73.64
Rc: Bankfull Width (ft)---------------1.22.02.22.40.52
Meander Wavelength (ft)---------------47.956.454.867.77.26
Meander Width Ratio -------1.8-----2-1.92.22.22.40.33
Substrate, Bed and Transport Parameters
Ri% / Ru% / P% / G% / S%
SC% / Sa% / G% / C% / B% / Be%
d16 / d35 / d50 / d84 / d95 / dip / disp (mm)
Reach Shear Stress (Competency) lb/ft 2
Max Part Size (mm) Mobilized at Bankfull
Stream Power (Transport Capacity) W/m2
Additional Reach Parameters
Drainage Area (mi2)
Impervious Cover Estimate (%)
Rosgen Classification
Bankfull Velocity (fps)
Bankfull Discharge (cfs)
Valley Length (ft)
Channel Thalweg Length (ft)
Sinuosity
Water Surface Slope (ft/ft)
Bankfull Slope (ft/ft)
Bankfull Floodplain Area (acres)
Proportion Over Wide (%)
Entrenchment Class (ER Range)
Incision Class (BHR Range)
BEHI
Channel Stability or Habitat Metric
Biological or Other
Non-Applicable.
- Information unavailable.
1Values taken from Subreach 5b
--
--
--
23.1 -
--
--
---0.024
---
-1.50 1.0 0.977
--0.023 0.024
-260.0 695
--725 679
--3.8 -
15.73 -28.0 16
--
F B4c B4 B4
---
0.09 0.42
-0.562 --
-947 32 -
-4% / 2% / 49% / 38% / 1% / 6%
--/5/6/11/15 14 / 36 / 52 / 110 / 170 / - / -
4.2
--68% / 0%/ 12%/ 13%/ 7%
Table 5 cont'd. Baseline Stream Data Summary
Pee Dee / Project No. 95350 - Dale Branch 5 (679 feet)
Regional Pre-Existing Condition Reference Reach Data Design1 As-Built / Baseline

Pee Dee Stream Restoration Project 26 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Parameter
Dimension & Substrate - Riffle LL UL Eq.MinMeanMedMax SD NMinMeanMedMax SD NMinMeanMaxMinMeanMedMax SD N
Bankfull Width (ft)--3.793.55.35.37.02.529.811.7-13.1---7.9-8.18.18.18.1-1
Floodprone Width (ft)3.36.26.29.04.0216.018.0-21-----31.831.831.831.8-1
Bankfull Mean Depth (ft)--0.640.60.60.60.60.020.50.62-0.8---0.42-0.50.50.50.5-1
Bankfull Max Depth (ft)0.70.80.80.90.120.80.9-1.2---0.65-1.01.01.01.0-1
Bankfull Cross Sectional Area (ft 2)2.02.92.93.81.325.47.3-8---3.3-3.73.73.73.7-1
Width/Depth Ratio 6.09.49.412.84.8212.318.8-19.6---18.6-17.717.717.717.7-1
Entrenchment Ratio 0.51.61.62.61.521.41.5-1.8---2.5-3.93.93.93.9-1
Bank Height Ratio 2.47.77.712.97.420.91-1.4-----1.01.01.01.0-1
d50 (mm)-------52-------
Profile
Riffle Length (ft)------4.014.0-30.0-----2.66.26.216.42.826
Riffle Slope (ft/ft)------0.0170.027-0.059---0.003-0.0010.0100.0090.0260.00826
Pool Length (ft)------7.013.0-30.0-----2.35.95.416.02.926
Pool Max Depth (ft)------1.81.9-2.7---0.97-0.71.51.52.30.426
Pool Spacing (ft)------18.039.0-53.0---22.5-6.115.014.227.85.125
Pattern
Channel Belt Width (ft)-------21.0-------14.019.219.224.47.32
Radius of Curvature (ft)-------18.0----12.0-17.0 11.613.613.116.52.24
Rc: Bankfull Width (ft)---------------1.41.71.62.00.32
Meander Wavelength (ft)---------------23.844.447.155.011.96
Meander Width Ratio -------1.8-----2-1.72.42.43.00.92
Substrate, Bed and Transport Parameters
Ri% / Ru% / P% / G% / S%
SC% / Sa% / G% / C% / B% / Be%
d16 / d35 / d50 / d84 / d95 / dip / disp (mm)
Reach Shear Stress (Competency) lb/ft 2
Max Part Size (mm) Mobilized at Bankfull
Stream Power (Transport Capacity) W/m2
Additional Reach Parameters
Drainage Area (mi2)
Impervious Cover Estimate (%)
Rosgen Classification
Bankfull Velocity (fps)
Bankfull Discharge (cfs)
Valley Length (ft)
Channel Thalweg Length (ft)
Sinuosity
Water Surface Slope (ft/ft)
Bankfull Slope (ft/ft)
Bankfull Floodplain Area (acres)
Proportion Over Wide (%)
Entrenchment Class (ER Range)
Incision Class (BHR Range)
BEHI
Channel Stability or Habitat Metric
Biological or Other
N/A - Item does not apply.
Non-Applicable.
Table 5 cont'd. Baseline Stream Data Summary
Pee Dee / Project No. 95350 - Jerry Branch 1 (430 feet)
Regional Curve Pre-Existing Condition Reference Reach Data Design As-Built / Baseline
3.5
--42% / 0% / 40% / 7% / 11%
-
-4% / 2% / 49% / 38% / 1% / 6%
--/5/6/13/22 14 / 36 / 52 / 110 / 170 / - / -
-0.562 --
-947 32
B4
---
0.07 0.42
--
-B4c B4
430
--3.8 -
13.12 G 28.0 13
0.0265
-260.0 406
--435
-1.50 1.0 1.06
--0.037
---0.0267
---
--
--
--
24.03 -
- Information unavailable.
--
--

Pee Dee Stream Restoration Project 27 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Parameter
Dimension & Substrate - Riffle LL UL Eq.MinMeanMedMax SD NMinMeanMedMax SD NMinMeanMaxMinMeanMedMax SD N
Bankfull Width (ft)--4.783.56.06.68.02.339.811.7-13.1---7.1-7.17.17.17.1-1
Floodprone Width (ft)2.510.815.015.07.2216.018.0-21-----16.016.016.016.0-1
Bankfull Mean Depth (ft)--0.760.40.60.70.80.230.50.62-0.8---0.53-0.40.40.40.4-1
Bankfull Max Depth (ft)0.50.70.81.00.230.80.9-1.2---0.75-0.70.70.70.7-1
Bankfull Cross Sectional Area (ft 2)2.42.72.73.00.335.47.3-8---3.7-3.13.13.13.1-1
Width/Depth Ratio 4.615.214.626.310.9312.318.8-19.6---13.4-16.416.416.416.4-1
Entrenchment Ratio 0.71.61.92.30.831.41.5-1.8---3.5-2.32.32.32.3-1
Bank Height Ratio 1.03.51.57.93.830.91-1.4-----1.01.01.01.0-1
d50 (mm)-------52------
Profile
Riffle Length (ft)------4.014.0-30.0-----3.19.08.726.54.529
Riffle Slope (ft/ft)------0.0170.027-0.059---0.002-0.0050.0190.0180.0420.01029
Pool Length (ft)------7.013.0-30.0-----2.34.84.77.81.531
Pool Max Depth (ft)------1.81.9-2.7---1.13-0.91.51.52.20.329
Pool Spacing (ft)------18.039.0-53.0---21.7-12.018.016.836.25.130
Pattern
Channel Belt Width (ft)-------21.0-------13.420.322.425.65.16
Radius of Curvature (ft)-------18.0----11.0-17.0 12.113.412.716.51.85
Rc: Bankfull Width (ft)---------------1.71.91.82.30.22
Meander Wavelength (ft)---------------18.530.030.638.16.66
Meander Width Ratio -------1.8-----2-1.92.93.23.60.76
Substrate, Bed and Transport Parameters
Ri% / Ru% / P% / G% / S%
SC% / Sa% / G% / C% / B% / Be%
d16 / d35 / d50 / d84 / d95 / dip / disp (mm)
Reach Shear Stress (Competency) lb/ft 2
Max Part Size (mm) Mobilized at Bankfull
Stream Power (Transport Capacity) W/m2
Additional Reach Parameters
Drainage Area (mi2)
Impervious Cover Estimate (%)
Rosgen Classification
Bankfull Velocity (fps)
Bankfull Discharge (cfs)
Valley Length (ft)
Channel Thalweg Length (ft)
Sinuosity
Water Surface Slope (ft/ft)
Bankfull Slope (ft/ft)
Bankfull Floodplain Area (acres)
Proportion Over Wide (%)
Entrenchment Class (ER Range)
Incision Class (BHR Range)
BEHI
Channel Stability or Habitat Metric
Biological or Other
N/A - Item does not apply.
Non-Applicable.
Table 5 cont'd. Baseline Stream Data Summary
Pee Dee / Project No. 95350 - Jerry Branch 2 (625 feet)
Regional Curve Pre-Existing Condition Reference Reach Data Design As-Built / Baseline
5.1
--47% / 0% / 27% / 12% / 14 /%
-
-4% / 2% / 49% / 38% / 1% / 6%
--/5/6/13/22 14 / 36 / 52 / 110 / 170 / - / -
-0.562 --
-947 32
B4
---
0.42
--
-B4c B4
625
--3.8 -
19.35 G 28.0 19
0.024
-260.0 485
--625
-1.50 1.1 1.29
--0.024
---0.024
---
--
--
--
26.67 -
- Information unavailable.
--
--

Pee Dee Stream Restoration Project 28 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Parameter
Dimension & Substrate - Riffle LL UL Eq.MinMeanMedMax SD NMinMeanMedMax SD NMinMeanMaxMinMeanMedMax SD N
Bankfull Width (ft)--4.95-4.0---19.811.7-13.1---7.3-7.27.37.37.40.1412
Floodprone Width (ft)-6.5---116.018.0-21-----24.729.329.333.86.4352
Bankfull Mean Depth (ft)--0.78-0.9---10.50.62-0.8---0.54-0.40.40.40.402
Bankfull Max Depth (ft)-1.1---10.80.9-1.2---0.77-0.80.90.90.90.0712
Bankfull Cross Sectional Area (ft 2)-3.3---15.47.3-8---4.0-3.03.23.23.30.2122
Width/Depth Ratio -4.8---112.318.8-19.6---13.5-16.617.217.217.70.7782
Entrenchment Ratio -1.6---11.41.5-1.8---3.4-3.44.04.04.60.8492
Bank Height Ratio -2.9---10.91-1.4-----1.01.01.01.00.02
d50 (mm)-------52-------
Profile
Riffle Length (ft)------4.014.0-30.0-----3.19.08.726.54.529
Riffle Slope (ft/ft)------0.0170.027-0.059---0.002-0.0050.0190.0180.0420.01029
Pool Length (ft)------7.013.0-30.0-----2.34.84.77.81.531
Pool Max Depth (ft)------1.81.9-2.7---1.15-0.91.51.52.20.329
Pool Spacing (ft)------18.039.0-53.0---23.9-12.018.016.836.25.130
Pattern
Channel Belt Width (ft)-------21.0-------20.024.226.026.53.63
Radius of Curvature (ft)-------18.0----12.0-17.0 9.212.110.617.02.87
Rc: Bankfull Width (ft)---------------1.31.71.52.30.41
Meander Wavelength (ft)---------------34.143.944.854.48.16
Meander Width Ratio -------1.8-----2-2.73.33.63.60.53
Substrate, Bed and Transport Parameters
Ri% / Ru% / P% / G% / S%
SC% / Sa% / G% / C% / B% / Be%
d16 / d35 / d50 / d84 / d95 / dip / disp (mm)
Reach Shear Stress (Competency) lb/ft 2
Max Part Size (mm) Mobilized at Bankfull
Stream Power (Transport Capacity) W/m2
Additional Reach Parameters
Drainage Area (mi2)
Impervious Cover Estimate (%)
Rosgen Classification
Bankfull Velocity (fps)
Bankfull Discharge (cfs)
Valley Length (ft)
Channel Thalweg Length (ft)
Sinuosity
Water Surface Slope (ft/ft)
Bankfull Slope (ft/ft)
Bankfull Floodplain Area (acres)
Proportion Over Wide (%)
Entrenchment Class (ER Range)
Incision Class (BHR Range)
BEHI
Channel Stability or Habitat Metric
Biological or Other
N/A - Item does not apply.
Non-Applicable.
Table 5 cont'd. Baseline Stream Data Summary
Pee Dee / Project No. 95350 - Jerry Branch 3 (636 feet)
Regional Curve Pre-Existing Condition Reference Reach Data Design As-Built / Baseline
5.4
--60% / 0% / 21% / 10% / 9%
-
-4% / 2% / 49% / 38% / 1% / 6%
--/5/6/13/22 14 / 36 / 52 / 110 / 170 / - / -
-0.562 --
-947 32
B4
---
0.42
--
G B4c B4
636
--3.8 -
20.49 -28.0 20
0.0235
-260.0 624
--670
-1.50 1.00 1.02
--0.0240
---0.0239
---
--
--
--
21.4 -
- Information unavailable.
--
--

Pee Dee Stream Restoration Project 29 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Parameter
Dimension & Substrate - Riffle LL UL Eq.MinMeanMedMax SD NMinMeanMedMax SD NMinMeanMaxMinMeanMedMax SD N
Bankfull Width (ft)--2.63-4.5---19.811.7-13.1---7.3-
Floodprone Width (ft)-8.0---116.018.0-21-----
Bankfull Mean Depth (ft)--0.49-0.5---10.50.62-0.8---0.34-
Bankfull Max Depth (ft)-0.7---10.80.9-1.2---0.52-
Bankfull Cross Sectional Area (ft 2)-2.1---15.47.3-8---2.1-
Width/Depth Ratio -9.5---112.318.8-19.6---18.7-
Entrenchment Ratio -1.8---11.41.5-1.8---4.8-
Bank Height Ratio -3.6---10.91-1.4-----
d50 (mm)------52-------
Profile
Riffle Length (ft)------4.014.0-30.0-----8.8910.210.211.51.862
Riffle Slope (ft/ft)------0.0170.027-0.059---0.003-0.0170.0170.0170.0180.0012
Pool Length (ft)------7.013.0-30.0-----5.47.337.19.512.073
Pool Max Depth (ft)------1.81.9-2.7---0.77-1.371.771.822.140.393
Pool Spacing (ft)------18.039.0-53.0---15.9-11.516.616.621.87.262
Pattern
Channel Belt Width (ft)-------21.0-------10.210.210.210.2-1
Radius of Curvature (ft)-------18.0----9.0-14.0------
Rc: Bankfull Width (ft)--------------------
Meander Wavelength (ft)--------------------
Meander Width Ratio -------1.8-----2-1.41.41.41.4-1
Substrate, Bed and Transport Parameters
Ri% / Ru% / P% / G% / S%
SC% / Sa% / G% / C% / B% / Be%
d16 / d35 / d50 / d84 / d95 / dip / disp (mm)
Reach Shear Stress (Competency) lb/ft 2
Max Part Size (mm) Mobilized at Bankfull
Stream Power (Transport Capacity) W/m2
Additional Reach Parameters
Drainage Area (mi2)
Impervious Cover Estimate (%)
Rosgen Classification
Bankfull Velocity (fps)
Bankfull Discharge (cfs)
Valley Length (ft)
Channel Thalweg Length (ft)
Sinuosity
Water Surface Slope (ft/ft)
Bankfull Slope (ft/ft)
Bankfull Floodplain Area (acres)
Proportion Over Wide (%)
Entrenchment Class (ER Range)
Incision Class (BHR Range)
BEHI
Channel Stability or Habitat Metric
Biological or Other
N/A - Item does not apply.
Non-Applicable.
1This reach limited to visual assessment since it is less than 500 feet
Table 5 cont'd. Baseline Stream Data Summary
Pee Dee / Project No. 95350 - Hudson Branch (59 feet)
Regional Curve Pre-Existing Condition Reference Reach Data Design As-Built / Baseline1
2.0
-- 46% / 0% / 50% / 0% / 4%
-
-4% / 2% / 49% / 38% / 1% / 6%
-14 / 36 / 52 / 110 / 170 / - / -
-0.562 --
-947 32
B4
---
0.42
--
G B4c B4
59
--3.8 -
7.13 -28.0 7
0.030
-260.0 55
--102
-1.50 1.10 1.08
--0.0120
---0.043
---
--
--
--
--
- Information unavailable.
--
--

Pee Dee Stream Restoration Project 30 Equinox
NCDMS Project No. 95350 Baseline Monitoring Documentt
Monitoring Year 0 of 5

Dimension BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5
Record Elevation (datum) Used 320.1 319.6 312.9 310.6
Bankfull Width (ft)9.1 8.1 7.8 7.1
Floodprone Width (ft)>25 >30 >30 >25
Bankfull Mean Depth (ft)0.9 0.5 1.1 0.4
Bankfull Max Depth (ft)1.7 1.0 2.3 0.7
Bankfull Cross Sectional Area (ft 2)8.5 3.7 8.3 3.1
Bankfull Width/Depth Ratio 9.8 17.7 7.4 16.4
Bankfull Entrenchment Ratio >2.5 >3.9 >3.6 >2.3
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0
Cross Sectional Area between End Pins (ft 2)24.1 12.7 32.1 24.8
d50 (mm)N/A N/A N/A N/A
Table 6. Monitoring Data - Dimensional Morphology Summary
(Dimensional Parameters - Cross-Sections)
Pee Dee Stream Restoration Site / Project No. 95350 - Jerry Branch
Reach 1
Cross-Section 1
Pool
Reach 1
Cross-Section 2
Riffle
Reach 2
Cross-Section 3
Pool
Reach 2
Cross-Section 4
Riffle
Dimension BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5
Record Elevation (datum) Used 301.7 298.8 290.2
Bankfull Width (ft)8.1 7.4 7.2
Floodprone Width (ft)>25 >30 >25
Bankfull Mean Depth (ft)1.0 0.4 0.4
Bankfull Max Depth (ft)1.8 0.9 0.8
Bankfull Cross Sectional Area (ft 2)7.9 3.3 3.0
Bankfull Width/Depth Ratio 8.3 16.6 17.7
Bankfull Entrenchment Ratio >2.1 >4.6 >3.4
Bankfull Bank Height Ratio 1.0 1.0 1.0
Cross Sectional Area between End Pins (ft 2)18.6 40.4 24.6
d50 (mm)N/A N/A N/A
Table 6 cont'd. Monitoring Data - Dimensional Morphology Summary
(Dimensional Parameters - Cross-Sections)
Pee Dee Stream Restoration Site / Project No. 95350 - Jerry Branch
Reach 3
Cross-Section 5
Pool
Reach 3
Cross-Section 6
Riffle
Reach 3
Cross-Section 7
Riffle

Pee Dee Stream Restoration Project 31 Equinox
NCDMS Project No. 95350 Baseline Monitoring Documentt
Monitoring Year 0 of 5

Dimension BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5
Record Elevation (datum) Used 354.9 354.7 348.1 347.4
Bankfull Width (ft)7.0 7.7 6.4 7.6
Floodprone Width (ft)>25 >25 >25 >20
Bankfull Mean Depth (ft)0.3 0.6 0.3 0.8
Bankfull Max Depth (ft)0.7 1.7 0.5 1.6
Bankfull Cross Sectional Area (ft 2)2.0 4.8 1.8 6.1
Bankfull Width/Depth Ratio 24.6 12.3 22.6 9.5
Bankfull Entrenchment Ratio >3.4 >2.7 >2.4 >2.2
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0
Cross Sectional Area between End Pins (ft 2)30.9 28.2 26.0 40.8
d50 (mm)N/A N/A N/A N/A
Table 6 cont'd. Monitoring Data - Dimensional Morphology Summary
(Dimensional Parameters - Cross-Sections)
Pee Dee Stream Restoration Site / Project No. 95350 - Dale Branch
Reach 2
Cross-Section 8
Riffle
Reach 2
Cross-Section 9
Pool
Reach 2
Cross-Section 10
Riffle
Reach 2
Cross-Section 11
Pool
Dimension BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5
Record Elevation (datum) Used 327.8 326.1 315.3 314.1
Bankfull Width (ft)7.3 7.8 6.7 6.5
Floodprone Width (ft)>20 >20 >30 >40
Bankfull Mean Depth (ft)0.3 0.5 0.9 0.5
Bankfull Max Depth (ft)0.7 1.3 2.0 0.9
Bankfull Cross Sectional Area (ft 2)2.5 3.9 6.2 3.1
Bankfull Width/Depth Ratio 21.1 15.7 7.1 13.8
Bankfull Entrenchment Ratio >2.5 >2.2 >4.7 >6.8
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0
Cross Sectional Area between End Pins (ft 2)39.1 31.9 64.9 17.0
d50 (mm)N/A N/A N/A N/A
Table 6 cont'd. Monitoring Data - Dimensional Morphology Summary
(Dimensional Parameters - Cross-Sections)
Pee Dee Stream Restoration Site / Project No. 95350 - Dale Branch
Reach 3
Cross-Section 12
Riffle
Reach 3
Cross-Section 13
Pool
Reach 4
Cross-Section 14
Pool
Reach 4
Cross-Section 15
Riffle

Pee Dee Stream Restoration Project 32 Equinox
NCDMS Project No. 95350 Baseline Monitoring Documentt
Monitoring Year 0 of 5

Dimension BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5
Record Elevation (datum) Used 303.5 286.8 286.6
Bankfull Width (ft)6.3 7.1 7.2
Floodprone Width (ft)>25 >25 >25
Bankfull Mean Depth (ft)0.3 0.5 0.8
Bankfull Max Depth (ft)0.7 0.7 1.7
Bankfull Cross Sectional Area (ft 2)1.9 3.3 5.9
Bankfull Width/Depth Ratio 21.0 15.2 8.7
Bankfull Entrenchment Ratio >3.5 >3.4 >3.1
Bankfull Bank Height Ratio 1.0 1.0 1.0
Cross Sectional Area between End Pins (ft 2)19.6 20.0 24.0
d50 (mm)N/A N/A N/A
Reach 4
Cross-Section 16
Riffle
Reach 5
Cross-Section 17
Riffle
Reach 5
Cross-Section 18
Pool
Table 6 cont'd. Monitoring Data - Dimensional Morphology Summary
(Dimensional Parameters - Cross-Sections)
Pee Dee Stream Restoration Site / Project No. 95350 - Dale Branch
Dimension BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5
Record Elevation (datum) Used 364.1 363.2 356.0 356.0
Bankfull Width (ft)8.4 7.5 8.6 7.6
Floodprone Width (ft)>30 >30 >30 >30
Bankfull Mean Depth (ft)1.0 0.6 1.0 0.6
Bankfull Max Depth (ft)2.1 1.2 2.3 1.1
Bankfull Cross Sectional Area (ft 2)8.8 4.2 8.5 4.3
Bankfull Width/Depth Ratio 8.0 13.3 8.7 13.4
Bankfull Entrenchment Ratio >4 >4.1 >3.2 >4.5
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0
Cross Sectional Area between End Pins (ft 2)54.2 35.5 28.2 31.5
d50 (mm)N/A N/A N/A N/A
Table 6 cont'd. Monitoring Data - Dimensional Morphology Summary
(Dimensional Parameters - Cross-Sections)
Pee Dee Stream Restoration Site / Project No. 95350 - Thompson Branch
Reach 2
Cross-Section 19
Pool
Reach 2
Cross-Section 20
Riffle
Reach 2
Cross-Section 21
Pool
Reach 2
Cross-Section 22
Riffle

Pee Dee Stream Restoration Project 33 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Left Descending Bank
Upstream
Right Descending Bank
Downstream
312
312.5
313
313.5
314
314.5
315
315.5
316
316.5
317
317.5
318
318.5
319
319.5
320
320.5
321
321.5
322
322.5
323
323.5
324
324.5
325
325.5
326
326.5
327
0+00 0+05 0+10 0+15 0+20 0+25 0+30
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Pee Dee -Jerry Branch
Cross Section 1 -Pool
Station 304+26
MY0 BKF

Pee Dee Stream Restoration Project 34 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Left Descending Bank
Upstream
Right Descending Bank
Downstream

312
312.5
313
313.5
314
314.5
315
315.5
316
316.5
317
317.5
318
318.5
319
319.5
320
320.5
321
321.5
322
322.5
323
323.5
324
324.5
325
325.5
326
326.5
327
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Pee Dee -Jerry Branch
Cross Section 2 -Riffle
Station 304+47
MY0 BKF

Pee Dee Stream Restoration Project 35 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Left Descending Bank
Upstream
Right Descending Bank
Downstream

305
305.5
306
306.5
307
307.5
308
308.5
309
309.5
310
310.5
311
311.5
312
312.5
313
313.5
314
314.5
315
315.5
316
316.5
317
317.5
318
318.5
319
319.5
320
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Pee Dee -Jerry Branch
Cross Section 3 -Pool
Station 306+91
MY0 BKF

Pee Dee Stream Restoration Project 36 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Left Descending Bank
Upstream
Right Descending Bank
Downstream

303
303.5
304
304.5
305
305.5
306
306.5
307
307.5
308
308.5
309
309.5
310
310.5
311
311.5
312
312.5
313
313.5
314
314.5
315
315.5
316
316.5
317
317.5
318
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Pee Dee -Jerry Branch
Cross Section 4 -Riffle
Station 307+69
MY0 BKF

Pee Dee Stream Restoration Project 37 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Left Descending Bank
Upstream
Right Descending Bank
Downstream
295
295.5
296
296.5
297
297.5
298
298.5
299
299.5
300
300.5
301
301.5
302
302.5
303
303.5
304
304.5
305
305.5
306
306.5
307
307.5
308
308.5
309
309.5
310
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Pee Dee -Jerry Branch
Cross Section 5 -Pool
Station 311+52
MY0 BKF

Pee Dee Stream Restoration Project 38 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Left Descending Bank
Upstream
Right Descending Bank
Downstream
292
292.5
293
293.5
294
294.5
295
295.5
296
296.5
297
297.5
298
298.5
299
299.5
300
300.5
301
301.5
302
302.5
303
303.5
304
304.5
305
305.5
306
306.5
307
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Pee Dee -Jerry Branch
Cross Section 6 -Riffle
Station 312+60
MY0 BKF

Pee Dee Stream Restoration Project 39 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Left Descending Bank
Upstream
Right Descending Bank
Downstream
283
283.5
284
284.5
285
285.5
286
286.5
287
287.5
288
288.5
289
289.5
290
290.5
291
291.5
292
292.5
293
293.5
294
294.5
295
295.5
296
296.5
297
297.5
298
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Pee Dee -Jerry Branch
Cross Section 7 -Riffle
Station 315+86
MY0 BKF

Pee Dee Stream Restoration Project 40 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Left Descending Bank
Upstream
Right Descending Bank
Downstream
347
347.5
348
348.5
349
349.5
350
350.5
351
351.5
352
352.5
353
353.5
354
354.5
355
355.5
356
356.5
357
357.5
358
358.5
359
359.5
360
360.5
361
361.5
362
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Pee Dee -Dale Branch
Cross Section 8 -Riffle
Station 208+33
MY0 BKF

Pee Dee Stream Restoration Project 41 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Left Descending Bank
Upstream
Right Descending Bank
Downstream
347
347.5
348
348.5
349
349.5
350
350.5
351
351.5
352
352.5
353
353.5
354
354.5
355
355.5
356
356.5
357
357.5
358
358.5
359
359.5
360
360.5
361
361.5
362
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Pee Dee -Dale Branch
Cross Section 9 -Pool
Station 208+42
MY0 BKF

Pee Dee Stream Restoration Project 42 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Left Descending Bank
Upstream
Right Descending Bank
Downstream
341
341.5
342
342.5
343
343.5
344
344.5
345
345.5
346
346.5
347
347.5
348
348.5
349
349.5
350
350.5
351
351.5
352
352.5
353
353.5
354
354.5
355
355.5
356
0+00 0+05 0+10 0+15 0+20 0+25
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Pee Dee -Dale Branch
Cross Section 10 -Riffle
Station 210+09
MY0 BKF

Pee Dee Stream Restoration Project 43 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Left Descending Bank
Upstream
Right Descending Bank
Downstream
340
340.5
341
341.5
342
342.5
343
343.5
344
344.5
345
345.5
346
346.5
347
347.5
348
348.5
349
349.5
350
350.5
351
351.5
352
352.5
353
353.5
354
354.5
355
0+00 0+05 0+10 0+15 0+20 0+25 0+30
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Pee Dee -Dale Branch
Cross Section 11 -Pool
Station 210+42
MY0 BKF

Pee Dee Stream Restoration Project 44 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Left Descending Bank
Upstream
Right Descending Bank
Downstream
320
320.5
321
321.5
322
322.5
323
323.5
324
324.5
325
325.5
326
326.5
327
327.5
328
328.5
329
329.5
330
330.5
331
331.5
332
332.5
333
333.5
334
334.5
335
0+00 0+05 0+10 0+15 0+20 0+25 0+30
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Pee Dee -Dale Branch
Cross Section 12 -Riffle
Station 217+76
MY0 BKF

Pee Dee Stream Restoration Project 45 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Left Descending Bank
Upstream
Right Descending Bank
Downstream
318
318.5
319
319.5
320
320.5
321
321.5
322
322.5
323
323.5
324
324.5
325
325.5
326
326.5
327
327.5
328
328.5
329
329.5
330
330.5
331
331.5
332
332.5
333
0+00 0+05 0+10 0+15 0+20 0+25 0+30
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Pee Dee -Dale Branch
Cross Section 13 -Pool
Station 218+20
MY0 BKF

Pee Dee Stream Restoration Project 46 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Left Descending Bank
Upstream
Right Descending Bank
Downstream
308
308.5
309
309.5
310
310.5
311
311.5
312
312.5
313
313.5
314
314.5
315
315.5
316
316.5
317
317.5
318
318.5
319
319.5
320
320.5
321
321.5
322
322.5
323
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Pee Dee -Dale Branch
Cross Section 14 -Pool
Station 223+32
MY0 BKF

Pee Dee Stream Restoration Project 47 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Left Descending Bank
Upstream
Right Descending Bank
Downstream
307
307.5
308
308.5
309
309.5
310
310.5
311
311.5
312
312.5
313
313.5
314
314.5
315
315.5
316
316.5
317
317.5
318
318.5
319
319.5
320
320.5
321
321.5
322
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Pee Dee -Dale Branch
Cross Section 15 -Riffle
Station 223+72
MY0 BKF

Pee Dee Stream Restoration Project 48 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Left Descending Bank
Upstream
Right Descending Bank
Downstream
296
296.5
297
297.5
298
298.5
299
299.5
300
300.5
301
301.5
302
302.5
303
303.5
304
304.5
305
305.5
306
306.5
307
307.5
308
308.5
309
309.5
310
310.5
311
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Pee Dee -Dale Branch
Cross Section 16 -Riffle
Station 227+39
MY0 BKF

Pee Dee Stream Restoration Project 49 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Left Descending Bank
Upstream
Right Descending Bank
Downstream
279
279.5
280
280.5
281
281.5
282
282.5
283
283.5
284
284.5
285
285.5
286
286.5
287
287.5
288
288.5
289
289.5
290
290.5
291
291.5
292
292.5
293
293.5
294
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Pee Dee -Dale Branch
Cross Section 17 -Riffle
Station 232+43
MY0 BKF

Pee Dee Stream Restoration Project 50 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Left Descending Bank
Upstream
Right Descending Bank
Downstream
279
279.5
280
280.5
281
281.5
282
282.5
283
283.5
284
284.5
285
285.5
286
286.5
287
287.5
288
288.5
289
289.5
290
290.5
291
291.5
292
292.5
293
293.5
294
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Pee Dee -Dale Branch
Cross Section 18 -Pool
Station 232+54
MY0 BKF

Pee Dee Stream Restoration Project 51 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Left Descending Bank
Upstream
Right Descending Bank
Downstream
356
356.5
357
357.5
358
358.5
359
359.5
360
360.5
361
361.5
362
362.5
363
363.5
364
364.5
365
365.5
366
366.5
367
367.5
368
368.5
369
369.5
370
370.5
371
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Pee Dee -Thompson Branch
Cross Section 19 -Pool
Station 108+93
MY0 BKF

Pee Dee Stream Restoration Project 52 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Left Descending Bank
Upstream
Right Descending Bank
Downstream
356
356.5
357
357.5
358
358.5
359
359.5
360
360.5
361
361.5
362
362.5
363
363.5
364
364.5
365
365.5
366
366.5
367
367.5
368
368.5
369
369.5
370
370.5
371
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Pee Dee -Thompson Branch
Cross Section 20 -Riffle
Station 109+30
MY0 BKF

Pee Dee Stream Restoration Project 53 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Left Descending Bank
Upstream
Right Descending Bank
Downstream
348
348.5
349
349.5
350
350.5
351
351.5
352
352.5
353
353.5
354
354.5
355
355.5
356
356.5
357
357.5
358
358.5
359
359.5
360
360.5
361
361.5
362
362.5
363
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Pee Dee -Thompson Branch
Cross Section 21 -Pool
Station 112+09
MY0 BKF

Pee Dee Stream Restoration Project 54 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Left Descending Bank
Upstream
Right Descending Bank
Downstream
348
348.5
349
349.5
350
350.5
351
351.5
352
352.5
353
353.5
354
354.5
355
355.5
356
356.5
357
357.5
358
358.5
359
359.5
360
360.5
361
361.5
362
362.5
363
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Pee Dee -Thompson Branch
Cross Section 22 -Riffle
Station 112+19
MY0 BKF

Appendix C
Vegetation Data

Pee Dee Stream Restoration Project 56 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

P-allTP-allTP-allTP-allTP-allTP-allTP-allT
Betula nigra River birchTree 995555 6622 1212
Fraxinus pennsylvanica Green ashTree 33112211448811
Liriodendron tulipifera var. tulipiferaTulip-treeTree 22 1133
Platanus occidentalis var. occidentalisSycamoreTree 55 1010 1111332277
Quercus spp.Oak Tree 224477 1111 882211
Quercus michauxii Swamp chestnut oakTree 443311 44
Quercus nigra Water oakTree 44 1111332211
Quercus phellos Willow oakTree 8833 33
2525242428282121242423232222
1111111
0.020.020.020.020.020.020.02
66558877557755
1012101297197111331133850850971971931931890890
Table 7. MY0 Plot Data (MY0 2015)
Pee Dee / Project No. 95350
Scientific Name Common Name
Species
Type
Plot 01 Plot 02 Plot 03 Plot 04 Plot 05 Plot 06 Plot 07
Stem count
size (ares)
size (ACRES)
Species count
Stems per ACRE
Plot 08Plot 09Plot 10Plot 11Plot 12Plot 13Plot 14
P-allTP-allTP-allTP-allTP-allTP-allTP-allTP-allT
Betula nigra River birchTree 66 2244 5151
Fraxinus pennsylvanica Green ashTree 6633 221111 3333
Liriodendron tulipifera var. tulipiferaTulip-treeTree 2288 1616
Platanus occidentalis var. occidentalisSycamoreTree 3377 1717 9999 13138787
Quercus spp.Oak Tree 1818 88 66444488 8383
Quercus michauxii Swamp chestnut oakTree 22 1414
Quercus nigra Water oakTree 33 22 1717
Quercus phellos Willow oakTree 11 33 1818
2121252521212323202020202222319319
1111111 14
0.020.020.020.020.020.020.020.35
2255552255553388
85085010121012850850931931809809809809890890922922
MY0 Annual
Mean (2015)
Stem count
size (ares)
size (ACRES)
Species count
Stems per ACRE
Scientific Name Common Name
Species
Type
Table 7 cont'd. MY0 Data (MY0 2015)
Pee Dee / Project No. 95350

Pee Dee Stream Restoration Project 57 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Table 8. Vegetation Plot Criteria Attainment
Pee Dee / Project No. 95350
Vegetation Plot
ID
Vegetation
Survival
Threshold
Met?
Tract Mean
1 Yes
100%
2 Yes
3 Yes
4 Yes
5 Yes
6 Yes
7 Yes
8 Yes
9 Yes
10 Yes
11 Yes
12 Yes
13 Yes
14 Yes

Pee Dee Stream Restoration Project 58 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Vegetation Monitoring Plot 1

Vegetation Monitoring Plot 2

Pee Dee Stream Restoration Project 59 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Vegetation Monitoring Plot 3

Vegetation Monitoring Plot 4

Pee Dee Stream Restoration Project 60 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Vegetation Monitoring Plot 5

Vegetation Monitoring Plot 6

Pee Dee Stream Restoration Project 61 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Vegetation Monitoring Plot 7

Vegetation Monitoring Plot 8

Pee Dee Stream Restoration Project 62 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Vegetation Monitoring Plot 9

Vegetation Monitoring Plot 10

Pee Dee Stream Restoration Project 63 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Vegetation Monitoring Plot 11

Vegetation Monitoring Plot 12

Pee Dee Stream Restoration Project 64 Equinox
NCDMS Project No. 95350 Baseline Monitoring Document
Monitoring Year 0 of 5

Vegetation Monitoring Plot 13

Vegetation Monitoring Plot 14

Appendix D
Permanent Photo Stations

Jerry Branch – Permanent Photo Station 1
Station 300+25 - Downstream

Jerry Branch – Permanent Photo Station 2
Station 305+04 - Upstream

Jerry Branch – Permanent Photo Station 2
Station 305+04 - Downstream

Hudson Branch – Permanent Photo Station 2
Station 305+04 - Upstream

Jerry Branch – Permanent Photo Station 3
Looking North Northwest/Upstream Jerry Branch

Jerry Branch – Permanent Photo Station 4
Station 304+80 - Upstream

Jerry Branch – Permanent Photo Station 4
Station 304+80 - Downstream

Jerry Branch – Permanent Photo Station 5
Station 316+95 - Upstream

Dale Branch – Permanent Photo Station 6
Station 204+15 - Upstream

Dale Branch – Permanent Photo Station 7
Station 205+15 - Upstream

Dale Branch – Permanent Photo Station 8
Station 212+95 - Upstream

Dale Branch – Permanent Photo Station 8
Station 212+95 - Downstream

Dale Branch – Permanent Photo Station 9
Looking North Northwest – Upstream Dale

Dale Branch – Permanent Photo Station 9
Looking South Southeast- Downstream Dale

Dale Branch – Permanent Photo Station 10
Looking North Northeast – Upstream Dale

Dale Branch – Permanent Photo Station 10
Looking South Southwest – Downstream Dale

Dale Branch – Permanent Photo Station 11
Station 229+20 – Upstream

Dale Branch – Permanent Photo Station 11
Station 229+20 – Downstream

Dale Branch – Permanent Photo Station 12
Station 234+25 – Upstream

Dale Branch – Permanent Photo Station 12
Station 234+25 – Downstream

Thompson Branch – Permanent Photo Station 13
Station 101+15 – Downstream

Thompson Branch – Permanent Photo Station 14
Station 105+25 – Upstream

Thompson Branch – Permanent Photo Station 14
Station 105+25 – Downstream

Thompson Branch – Permanent Photo Station 15
Station 115+50 – Upstream

Thompson Branch – Permanent Photo Station 15
Station 111+50 – Downstream

Thompson Branch – Permanent Photo Station 16
Station 115+85 – Upstream
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Lry r
CN M