20071392 Ver 1_Baseline Monitoring Report_20110329

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Baseline Monitoring Document and As -built Baseline Report
Cat Creek Stream and Wetland Restoration
Macon County, NC
SCO Project Number 050657901
EEP Project Number 71
Prepared for:
mo steal
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PROGRAM
NCDENR Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699 -1652
Construction Completed: May 2010
Data Collection: June 2010
Submitted March: 2011
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RE I E®.
MAR 2 9 2011
NC ENIHMCEMENT PR GRAS

Cat Creek Stream and Wetland Restoration
Macon County, NC
Baseline Monitoring Document and As -built Baseline Report
SCO Project Number 050657901
EEP Project Number 71
Prepared by:
'A
rm, �E(4(01111 �
701 Corporate Center Drive
Suite 475
Raleigh, NC, 27607
Phone: 919 - 854 -6200
Fax: [phone]
Project Manager:
Ron Johnson
Phone: [phone]
e -mail: Ron.Johnson @aecom.com

Table of Contents
1.0. PROJECT GOALS, BACKGROUND, AND ATTRIBUTES .................. ............................... l
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 ....................................... ..............................3
2.0 SUCCESS CRITIERIA ............................................................................... ..............................3
2.1 Morphometric Parameters and Channel Stability ................................. ..............................3
2.2 Dimension ............................................................................................. ..............................4
2.3 Pattern and Profile ................................................................................ ..............................4
2.4 Substrate ............................................................................................... ..............................4
2.5 Sediment Transport ............................................................................... ..............................5
2.6 Vegetation ............................................................................................. ..............................5
2.7 Hydrology ............................................................................................. ..............................5
3.0 MONITORING PLAN 5
3.1 Dimension ............................................................................................. ..............................5
3.2 Profile ................................................................................................... ..............................6
3.3 Pattern ................................................................................................... ..............................6
3.4 Substrate 6
....................................................................... ............................... . . .
3.5 Visual Assessment 6
3.6 Vegetation ............................................................................................. ..............................6
3.7 Digital Photos ....................................................................................... ..............................6
3.8 Hydrology ............................................................................................. ..............................7
- 4.0 BASELINE CONDITIONS ............................................. ............................... .7
I..........................
5.0 MAINTENANCE AND CONTINGENCY PLANS ................................... ..............................8
6.0 REFERENCES ............................................................................................ ..............................8
APPENDICIES
Append
Figure 1
Figure 2
Table 1 -
' Table 2
Table 3
Table 4
Lx A — General Figures and Tables
— Vicinity Map
— Cat Creek Assets
- Project Components
- Project Activity and Reporting History
- Project Contacts
- Project Attributes
Appendix B — Morphological Summary Data and Plots
Table 5 — Baseline Stream Data Summary
Table 6 — Morphology and Hydraulic Monitoring Summary
Longitudinal Profile Plot
Cross - section Plots
Pebble Count Plots
i
Cat Creek Stream and Wetland Restoration Site March 2011
Macon County, NC SCO Project No. 05065791
EEP Project Number 71

Appendix C — Vegetative Data
Table 7 — Vegetation Plot Data
Table 8 — Vegetation Plot Attribute Tables
Table 9 — Planted Vegetation
Vegetation Plot Photos
Appendix D — Stream Photos
Baseline Monitoring Photos
Appendix E
Monitoring Plan View
Record Drawing — As -Built Survey
Cat Creek Stream and Wetland Restoration Site March 2011
Macon County, NC SCO Project No. 05065791
EEP Project Number 71

EXECUTIVE SUMMARY
The Cat Creek stream and wetland restoration site in Macon County, North Carolina was
identified by the North Carolina Department of Transportation ( NCDOT) as a potential stream,
riparian buffer, and wetland restoration site. The site consists of reaches on four separate tracts
of land referred to as: Swartwout, Waldroop, Parker, and Preserve. The Swartwout, Parker, and
Preserve tracts have been purchased by the NCDOT, while the Waldroop tract is in private
ownership. Following initial studies of the site by NCDOT beginning in 2002, the site was
turned over to the Ecosystem Enhancement Program (EEP) in 2005 for final design,
construction, and monitoring.
The proposed restoration area entails about 7,128 linear feet of Cat Creek, and 948 linear feet of
four small tributaries in a rural area of Macon County. Cat Creek and the tributaries have been
impacted by past land use including use as pastureland and a golf course.
Both stream restoration and enhancement was proposed for the various reaches of Cat Creek
dependent upon the existing stream conditions and other constraints. Stream activities consisted
of Restoration, Enhancement Level 1, and Enhancement Level 2. Restoration consisted of
modifying the streams dimension, pattern and profile to achieve a stable stream channel.
Reaches proposed for Enhancement Level 1 activities had their dimension and profile modified,
but pattern remained the same. Enhancement Level 2 activities consisted of fencing out
livestock, spot stabilization, and planting a riparian buffer. The type of restoration by tract is
presented in the table below. A permanent Conservation Easement was obtained for the
Waldroop tract. The Conservation Easement was recorded in 2008.
Wetland restoration and enhancement also occurred on the Swartwout, Parker, and Preserve
tracts. Restoration activities were performed to restore predisturbance hydrology to the site by
removing fill and drain tiles. Following fill removal these areas were planted with native
hardwoods. Areas proposed for enhancement are areas that still retained hydrology to qualify as
jurisdictional wetlands. These areas, at a minimum, were planted with hardwoods. In some of
the enhancement areas, hydrologic enhancement will also occur with the removal of drain tiles.
Livestock were removed from the Swartwout Tract.
The following table presents the restoration/enhancement activity by tract and by reach. Figure
2 in Appendix A shows the location of each activity.
Table 1. Proiect Restoration Structure and Obiectives
Project
Existing
Restoration
Footage or
Component or
Feet /Acres
Level
Approach
Acreage
Stationing
Comment
Reach ID
Livestock exclusion,
Cat Creek -
10+00-
buffer plantings, bank
Upper
900 feet
E2
900 feet
19 +00
stabilization in 3
Swartwout
locations
Cat Creek Stream and Wetland Restoration Site
Macon County, NC
iii
March 2011
SCO Project No. 05065791
EEP Project Number 71

Project
Existing
Restoration
Footage or
Component or
Approach
Stationing
Comment
Feet /Acres
Level
Acreage
Reach ID
Cat Creek -
19+00-
Lower
770 feet
R
P1
926 feet
28 +26
Swartwout
UT 1
363 feet
R
P1
457 feet
10+00-
14+57
R
1.11 acres
Swartwout
Livestock exclusion,
wetlands
E
0.51 acres
removal of drain pipe,
plantings
Livestock exclusion,
UT 1
100 feet
E2
100 feet
NA
buffer plantings
Cat Creek -
1463 feet
E2
1463 feet
NA
Livestock exclusion,
Upper Waldroop
buffer plantings
Livestock exclusion,
Cat Creek -
480 feet
El
480 feet
30+00-
buffer plantings, and
Lower Waldroop
34 +80
structures to provide
enhanced profile
Cat Creek -
34+80-
Parker
1750 feet
R
Pi
1820 feet
53 +00
UT 2
210 feet
R
P1
374 feet
10+00-
13+74
UT 3
165 feet
R
P1
287 feet
10+00-
12+87
R
4.73 acres
Parker wetlands
E
0.25 acres
Grade control, turbulent
riffles to add habitat,
Cat Creek
1765 feet
El
1852 feet
60+00-
buffer plantings, and
Preserve
78 +52
invasive species
management
UT 4
110 feet
R
P1
230 feet
10+00-
12+30
Preserve
R
0.71 acres
wetlands
E
0.66 acres
This project has the following goals:
• Provide a stable stream channel for the main channel and the unnamed tributaries to Cat
Creek that neither aggrades nor degrades while maintaining their dimension, pattern, and
profile with the capacity to transport their watershed's water and sediment load.
• Improve water quality to the receiving watershed through stream bank stabilization
measures, the installation of a woody riparian buffer, and the exclusion of livestock.
• Improve aquatic habitat of the main channel and tributaries with the use of natural
material stabilization structures such as root wads, rock and log vanes, constructed riffles
with river stone, and a riparian buffer.
tv
Cat Creek Stream and Wetland Restoration Site March 2011
Macon County, NC SCO Project No. 05065791
EEP Project Number 71

• Provide aesthetic value, wildlife habitat, and bank stability through the creation or
enhancement of a riparian zone.
• Create a contiguous wildlife corridor and provide diverse amphibian habitat with added
topographic and wetland features.
• Provide shading and biomass input to the stream and mast for wildlife when vegetation is
mature.
• Enhance wetland biochemical -and geo- chemical processes over an extended area.
v
Cat Creek Stream and Wetland Restoration Site March 2011
Macon County, NC SCO Project No. 05065791
EEP Project Number 71

1.0. PROJECT GOALS, BACKGROUND, AND ATTRIBUTES
The North Carolina Department of Transportation ( NCDOT) initialed identified a portion of Cat
Creek in Macon County, North Carolina for potential stream, riparian buffer, and wetland
restoration and/or enhancement (Figure 1). Following studies by NCDOT beginning in 2002, the
project was turned over to the North Carolina Ecosystem Enhancement Program (EEP) in 2005
for design, construction and monitoring. The reaches of Cat Creek identified are located on four
separate tracts of land: Swartwout, Waldroop, Parker, and Preserve. Three of the tracts,
Swartwout, Parker, and Preserve have been purchased by NCDOT.
1.1 Location and Setting
The project site is located east of the town of Franklin in Macon County. Cat Creek Road (SR
1513) is located off of US 23/441 between Business 441 and US 64. If proceeding south on US
23 turn left onto Cat Creek Road. Proceed along Cat Creek Road for approximately 1.5 miles
and turn left onto Ferguson Road to access the Preserve and the Parker tracts. Cat Creek crosses
Ferguson Road about 1,900 feet from the turnoff from Cat Creek. Parking is available on either
tract near the creek crossing.
To access the Waldroop Tract continue on Cat Creek Road past Ferguson about 0.5 mile. Bethel
Church Road comes in from the right and just before the road there is a driveway on the left with
a farmhouse and large barn beyond the farmhouse.
To access the Swartwout Tract continue on Cat Creek Road past Ferguson Road about 0.8 miles.
Cat Creek Road takes an abrupt left turn (if you go straight you will be on Jack Cabe Road).
Turn left (staying on Cat Creek Road). The Swartwout Tract is immediately on the right. A gate
provides access to the field.
Cat Creek is located in the Little Tennessee River Basin in USGS Cataloging Unit 06010202.
The NCDWQ Sub -basin is 04- 04 -01. The watershed to the end of the project site is
approximately 3.6 square miles.
1.2 Project Goals and Objectives
Project Goals:
• Provide a stable stream channel for the main channel and the unnamed tributaries to Cat
Creek that neither aggrades nor degrades while maintaining their dimension, pattern, and
profile with the capacity to transport their watershed's water and sediment load.
• Improve water quality to the receiving watershed through stream bank stabilization
measures, the installation of a woody riparian buffer, and the exclusion of livestock.
• Improve aquatic habitat of the main channel and tributaries with the use of natural
material stabilization structures such as root wads, rock and log vanes, constructed riffles
with river stone, and a riparian buffer.
Cat Creek Stream and Wetland Restoration Site March 2011
Macon County, NC SCO Project No. 05065791
EEP Project Number 71

• Provide aesthetic value, wildlife habitat, and bank stability through the creation or
enhancement of a riparian zone.
• Create a contiguous wildlife corridor and provide diverse amphibian habitat with added
topographic and wetland features.
• Provide shading and biomass input to the stream and mast for wildlife when vegetation is
mature.
• Enhance wetland biochemical -and geo- chemical processes over an extended area.
Project Objectives:
• Restore or enhance over 8,200 feet of Cat Creek and its tributaries..
• Restore a natural riparian buffer.
• Restore 5 acres of swamp forest bog complex wetlands.
• Plant native trees and shrubs throughout the site.
1.3 Project Structure, Restoration Type and Approach
The project restored 4,094 linear feet of Cat Creek and four tributaries, and enhanced 4,795
linear feet of Cat Creek. Additionally, 6.55 acres of wetlands were restored and 1.42 acres of
wetlands were enhanced.
Cat Creek on the upper reach of the Swartwout Tract was enhanced by the removal of livestock,
planting of the riparian buffer and stabilization of the bank in three locations. Wetlands on the
upper portion of the tract were restored by the removal of drain tile and planting with hardwoods.
The lower reach of Cat Creek on the Swartwout Tract underwent a Priority 1 restoration and was
reconnected to its floodplain. Unnamed Tributary 1 on the Swartwout Tract also underwent a
Priority 1 restoration. Wetlands on the lower portion of the tract underwent restoration by the
removal of fill, removal of drain tile, and reconnection of Cat Creek and Tributary 1 to their
abandoned floodplains. Existing wetlands were enhanced by increasing hydrology, planting of
hardwoods, and removal of livestock.
Cat Creek on the upper portion of the Waldroop Tract underwent enhancement by fencing out
livestock and planting the riparian buffer. Additional activities on the lower portion of Cat Creek
included the addition of vanes and sills to create pools and riffles.
Cat Creek on the Parker Tract underwent full restoration by reconnecting the stream to its
floodplain, and restoring pattern, dimension, and profile. Unnamed Tributary 2 and 3 were also
restored in the same manner. Wetlands on the Parker Tract were restored by removing fill
placed in the wetlands when it was developed as a golf course, removal of drain tiles, and
reconnecting Cat Creek to its abandoned floodplain to provide periodic flooding. The wetlands
and riparian areas were planted in hardwoods.
Cat Creek on the Preserve Tract underwent enhancement. A riparian buffer was established and
mowing of the buffer no longer occurs. The profile of the channel was enhanced by the addition
of sills and vanes. Boulders were added to two long runs to create "turbulent riffles" that
2
Cat Creek Stream and Wetland Restoration Site March 2011
Macon County, NC SCO Project No. 05065791
EEP Project Number 71

enhanced structure within the channel and improved aquatic habitat. Unnamed Tributary 4 was
restored by restoring dimension, pattern, and profile. Wetlands on the Preserve Tract were
restored by removing fill placed in the wetlands when it was developed as a golf course. Existing
wetlands on the Preserve were enhanced by prohibiting mowing. The wetlands and riparian areas
were planted in hardwoods.
1.4 Project History, Contacts and Attribute Data
The site was first identified by NCDOT in 2002, at which time Feasibility Studies were
performed on several separate tracts of land. Following the Feasibility Studies, NCDOT
purchased the Swartwout Tract, Parker Tract, and Preserve Tract. Following the formation of
the EEP, NCDOT turned the site over to EEP in 2005 for final design, construction, and
monitoring. A permanent Conservation Easement on the Waldroop property was recorded in
2008. Design was completed in 2008 and construction began in August 2009. Planting was
performed in January 2010. Construction on the project was not completed until invasive
species control was performed in June and July, 2010.
2.0 SUCCESS CRITIERIA
The following section outlines the success criteria for the three restoration elements: stream,
hydrology and vegetation.
2.1 Morphometric Parameters and Channel Stability
Considering the typical 5 -year timeframe for mitigation monitoring, the determination of success
for stream projects is often based primarily on the degree of morphological stability. The absence
of any change over these timeframes will certainly be interpreted as stability, but is not a pre-
requisite. To the contrary, it is typical for streams to demonstrate variation over a 5 -year
monitoring period in the form of sustainable rates of change or stable patterns of variation
(dynamic stability). Considering the young state of woody buffers and the fact that design
parameters are estimates and therefore never a perfect match for the watershed regimes, restored
streams typically adjust or shift to some extent after their exposure to varying flows in the years
that immediately follow construction. However, these changes should be moderate and exhibit
little discernable trends. Annual variation is to be expected, but over time and with buffer
development should generally demonstrate a reduction in amplitude and demonstrate dynamic
maintenance around some central tendency that represents acceptable distributions for design
parameters and/or stable stream types. Key among these are parameters those that indicate lateral
and vertical stability and intended levels of floodplain connection. If some trends or patterns
become evident, they should be modest or indicate migration toward another stable form. Lastly,
all of this must be evaluated in the context of hydrologic events to which the system is exposed
over the monitoring period.
3
Cat Creek Stream and Wetland Restoration Site March 2011
Macon County, NC SCO Project No. 05065791
EEP Project Number 71

2.2 Dimension
- Dimensional stability will be based on comparisons of overlays of annual cross - section plots and
their calculated parameters to the as -built conditions, design distributions, and distributions for
stable stream types. Parameters such as cross - sectional area and the channel's width to depth
ratio should demonstrate modest overall change and patterns of variation that are in keeping with
above description of dynamic stability. The stream dimension should not demonstrate trends of
enlargement either through downcutting or widening, however, modest year -to -year variation or
oscillation in channel elevation or width demonstrating maintenance around baseline or design
distributions is acceptable. Changes from depositional processes resulting in the development of
constructive features on the banks and floodplain, such as an inner berm, channel narrowing,
natural levees, and general floodplain deposition will be acceptable forms of change and
indicative of stability.
The entire project will also be visually cataloged for areas of bank instability and represented as
proportions of overall bank footage. The overall proportion, severity, spatial distribution, and
temporal trends in this parameter will be assessed to serve as an additional indicator of
— dimensional stability. In general, stability proportions (stable bank/total bank) below 85% would
be of concern. Considering temporal trends, a higher percentage in a given year may also be of
- concern if it represents a data point in a trend of decreasing stability. Instability dominated by
surface scour versus mass wasting would be an example of differing severity and the latter would
be more concerning than the former. Erosion in meanders versus riffle reaches would generate
differing levels of concern because erosion in the former is more likely given greater bank shear
stress, whereas instability concentrated in riffle /run reaches might be more indicative of an
overall design flaw.
2.3 Pattern and Profile
Reach profiles should not exhibit any consistent trends in thalweg degradation over any
significant continuous portion of its length. Some aggradation will be acceptable and will not be
actionable unless it is apparently causal for widening/bank erosion. Over the monitoring period,
the profile should also demonstrate the maintenance or development of bedform (facets) more in
keeping with reference level diversity and distributions for the stream type in question. It should
also provide a meaningful contrast in terms of bedform diversity against the pre- existing
condition. Bedform distributions, riffle /pool lengths and slopes will vary, but should do so with
maintenance around design/as -built size distributions. This requires that the majority of pools are
maintained at greater depths with lower water surface slopes and riffles are shallower with
greater water surface slopes.
2.4 Substrate
Pebble count data should indicate the progression towards or the maintenance of the known size
distributions from the design phase. The absence of any significant trends in bed aggradation or
deposition should represent stable conditions in terms of sediment input and transport
4
Cat Creek Stream and Wetland Restoration Site March 2011
Macon County, NC SCO Project No. 05065791
EEP Project Number 71

functionality. While stream projects are designed to transport bedload in equilibrium and carry
overall sediment loads at bankfull, fines can be transported even at low discharges and upstream
instability beyond design projections can also lead to deposition as storm events recede in areas
of energy dissipation such as restoration reaches. This can have the effect of obscuring bedform
and fining of riffles especially in the first few years after the implementation of a stream project.
In many cases subsequent narrowing and reduction of width/depth ratios as a project
develops /stabilizes can then increase transport efficiency and return bedform to intended
distributions, but some fining can persist due to upstream disturbance.
2.5 Sediment Transport
Maintenance of sediment transport will be evident by the monitored cross - sections and profile.
From these two indicators, there should be no evidence of any significant trend in aggradation or
degradation throughout the channel.
2.6 Vegetation
Vegetation success is based on the criteria established in the USACE Stream Mitigation
Guidelines (2003). This document states that vegetation monitoring results indicate the following
planted stem density minimums in the corresponding monitoring years: 320 stems /acre through
year three, 288 stems /acre in year four, and 260 stems /acre in year five. If monitoring indicates
that the specified survival rate is not being met, appropriate corrective actions will be developed
to include invasive species control, the removal of dead/dying plants, and replanting.
2.7 Hydrology
Separate hydrologic goals have been established for the stream and for the wetlands. For the
stream a minimum of two bankfull events, occurring in separate years, must be documented
within the monitoring period.
In the wetland restoration areas the hydrologic goal is for the soil to be saturated within 12
inches of the surface for at least 8 percent of the growing season under average climatic
conditions.
3.0 MONITORING PLAN
3.1 Dimension
Nineteen permanent monitoring cross - sections have been established on the site, 11 on the main
stem of Cat Creek and two on each of the four tributaries. On the Swartwout tract three cross -
sections (2 riffle and 1 pool) were established on Cat Creek and a pool and riffle cross - section
were established on Tributary 1. On the Parker Tract 8 cross - sections (4 riffle and 4 pool) were
established on Cat Creek and two cross - sections (1 riffle and 1 pool) were established on
Tributary 2 and Tributary 3. On the Preserve Tract one riffle and 1 pool cross - section were
5
Cat Creek Stream and Wetland Restoration Site March 2011
Macon County, NC SCO Project No. 05065791
EEP Project Number 71
i
_J

established on Tributary 4. Permanent monuments of rebar have been established at each end of
these cross - sections. While cross - section have been established on all tributaries only the
mainstem of Cat Creek and Tributary 1 will be surveyed each year, with measurements occurring
at bankfull, top of bank, edge of water, and other significant breaks in slope.
3.2 Profile
The entire profile of the mainstem of Cat Creek (Swartwout Tract and Preserve Tract) and
Tributary 1 will be surveyed each monitoring year. The profile will be surveyed in detail,
documenting the elevations of the thalweg, water surface, and bankfull. Pool and riffle features
will be called out to calculate feature slopes and lengths.
3.3 Pattern
Pattern measurements have been taken for the as -built condition and are documented in this
report. Future pattern measurements will not be taken unless there is evidence that significant
geomorphological adjustments have occurred.
3.4 Substrate
Pebble counts will be conducted at all of the permanent cross - sections. These pebble counts will
occur each year of the monitoring period and be used to calculate the sediment distribution at the
cross - sections and the D50 and D84 at each location.
3.5 Visual Assessment
A visual assessment of the stream to include an assessment of the bank (lateral stability), bed
(vertical stability), the easement boundary, and site vegetation will be completed each year to
document the necessary parameters required for the EEP monitoring report.
3.6 Vegetation
Fourteen vegetation plots were set up and assessed for the baseline vegetation monitoring.
Vegetation data collection must follow the CVS -EEP Protocol for Recording Vegetation (Lee et
al. 2006, http: / /cvs.bio.unc.edu/methods.htm). The baseline vegetation monitoring was
conducted as a Level 1: Inventory of Planted Stems, as will the first year monitoring. Beginning
in year two and continuing throughout the rest of the monitoring period, the site will be
monitored using the Level 2 protocol. Note that due to data loss not all vegetation plot photos
are presented in Appendix C.
3.7 Digital Photos
Ten permanent photo stations have been established as part of the baseline monitoring. Starting
in the first monitoring year, these photos will be taken in late October / early November, so that
vegetative conditions are similar at the site between monitoring years. The photos will be used
to make a qualitative assessment of channel aggradation or degradation, bank erosion, success of
6
Cat Creek Stream and Wetland Restoration Site March 2011
Macon County, NC SCO Project No. 05065791
EEP Project Number 71

riparian vegetation, effectiveness of erosion control measures, and the presence or absence of
developing in- stream bars. Any significant changes from the as -built conditions will be
discussed and highlighted in the report. Additional photo points should be established if problem
areas arise.
3.8 Hydrology
Eighteen monitoring gauges were installed in wetland enhancement /restoration areas to monitor
site hydrology. Monitoring gauges were installed in accordance with USACE guidelines
( USACE 1993b). Wetland hydrology will be monitored for five years.
4.0 BASELINE CONDITIONS
The project was built as designed with the following changes and additions based upon
conditions encountered during construction:
• Swartwout Tract
0 16 +30 to 16 +60 channel relocated about 5 feet to the (left) south. Right bank
built up and brush mattress added to address a vertical and eroding right bank in
this location
o Bedload (river stone) with a D50 of 90 mm was added to all riffles in the
relocated portion of Cat Creek.
• Waldroop Tract
• Combo Vane at 31 +05 eliminated
• Combo Vane at 31 +77 installed left bank (moved upstream from 32 +59)
• Combo Vane at 32 +59 eliminated Sill installed at 32 +89
• Combo Vane at 33 +73 eliminated Sill installed at 34 +58
• Combo Vane at 35 +00 eliminated
• Parker Tract
o Tributary 3 log vane at 12 +65 replaced with sill
• Preserve Tract
• Combo Vane at 70 +88 replaced with sill.
• Combo vane at 72 +50 moved upstream approx. 20 feet.
• Removal of pipe from road to old pond
• Wood sills added at down slope end of the two pocket wetlands
A large bankfull storm event occurred on September 20 and 21, 2009. This event caused some
bed degradation and bed scouring on the portion of the Parker Tract that had been completed.
Based on the observations it was determined that the channel cross - sectional area was larger than
necessary and a smaller channel was redesigned for the implementation on Cat Creek main stem
and Tributary 1 on the Swartwout Tract. Repairs to the Cat Creek on the Parker Tract were
performed in December 2010. This included the construction of turbulent riffles with river
stone. All riffles were made into "turbulent riffles" as shown on design plans. Two rock spurs
were added at approximately 38 +10 and 38 +40.
7
Cat Creek Stream and Wetland Restoration Site March 2011
Macon County, NC SCO Project No. 05065791
EEP Project Number 71

A detailed baseline survey was conducted post - construction by AECOM in June 2010. The
baseline survey of the longitudinal profile and the cross - sections shows that the as -built Cat
Creek channel closely reflects the design conditions.
5.0 MAINTENANCE AND CONTINGENCY PLANS
Problem areas at the Cat Creek Stream and Wetland Restoration Site will be dealt with
accordingly based on the severity of the problem and at the discretion of the EEP. Site
maintenance may include reinstallation of coir matting, removal of debris from the channel,
stabilization of bank erosion with protective structures, or adjustments to in- stream structures.
All maintenance activities will be documented in the yearly monitoring reports.
The Cat Creek site will be subject to control of invasive plant species identified as a high
concern in version 1.3 of the EEP Monitoring template.
6.0 REFERENCES
Lee, M.T., R.K. Peet, S.D. Roberts, T.R. Wentworth. 2006. CVS -EEP Protocol for
- Recording Vegetation Version 4.0.
8
Cat Creek Stream and Wetland Restoration Site March 2011
Macon County, NC SCO Project No. 05065791
EEP Project Number 71

APPENDIX A
General Tables and Figures
Vicinity Maps and General Site Maps
Proj ect Component /Asset Maps
Tables 1 -4

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FIGURE 1
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Restoration Site (EEP # 71)
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Table 3. Project Contacts Table
Cat Creek Stream and Wetland Restoration - EEP # 71 (SCO # 050657901)
Designer
AECOM
701 Corporate Center Drive, Suite 475
Raleigh, NC 27607
Phone: [phone]
Construction Contractor
Fluvial Sloutions
P.O. Box 28749
Raleigh, NC 27611
Survey Contractor
Turner Land Surveying
3201 Glenridge Drive
Raleigh, NC 27604
Planting Contractor
Bruton Natural Systems, Inc.
Charlie Bruton
PO Box 1197
Fremont, NC 27830
(919) 242 -6555 Office
Seeding Contractor
Fluvial Solutions
Seed Mix Sources
Mellow Marsh Farm, Inc.
1312 Woody Store Rd.
Siler City, NC 27344
Phone: [phone]
Nursery Stock Suppliers
Various
Monitoring Performers
AECOM
Year 1 only
701 Corporate Center Drive, Suite 475
Raleigh, NC 27607
Stream Monitoring
AECOM Phone: [phone]
Ve etation monitoring
AECOM Phone: [phone]

Table 4. Project Attribute Table
Cat Creek Stream and Wetland Restoration - EEP # 71 (SCO # 050657901)
Project County
Macon Count
Ph sio ra hic Re ion
Mountains
Ecore ion
Blue Ridge Mountains - Broad Basins
Project River Basin
Little Tennessee River
USGS HUC for Project 14 digit)
6010202040010
NCDWQ Sub -basin for Project
04 -04 -01
Within extent of EEP Watershed Plan?
Yes - Franklin to Fontana Local Watershed Plan
WRC Hab Class Warm, Cool, Cold
Cool
% of project easement fenced or demarcated
100%
Beaver activity observed during design phase?
Yes
Restoration Component Attribute Table
Cat Creek
Trib 1
Trib 2
Trib 3
Trib 4
Drainage area (square miles
3.6
0.9
0.5
0.2
0.2
Stream order
3rd
2nd
2nd
1 st
1st
Restored length feet
7,741
475
374
287
230
Perennial or Intermittent
Perennial
Perennial
Perennial
Perennial
Perennial
Watershed type Rural, Urban, Developing etc.
Rural
Rural
Rural
Rural
Rural
Watershed LULC Distribution jt.L
Urban
0%
0%
0%
0%
0%
A -Pasture
30%
30%
50%
10%
80%
Forested
70%
70%
50%
90%
20%
Watershed impervious cover %
1 %
1 %
1 %
1 %
1 %
NCDWQ AU /Index number
NCDWQ classification
C
C
C
C
C
303d listed?
No
No
No
No
No
Upstream of a 303d listed segment?
No
No
No
No
No
Reasons for 303d listing or stressor
N/A
N/A
N/A
N/A
N/A
Total acreage of easement
39.6
Included in Cat Creek acreage
Total vegetated acreage within the easement
39.6
Included in Cat Creek acreage
Total planted acreage as part of the restoration
20
Included in Cat Creek acrea e
Ros en classification of pre-existing
G4
Cb4
N/A
N/A
N/A
Ros en classification of As -built
C4
C4
C
C
Cb
Valley typ e
VII
VII
VII
VII
VII
Valley sloe
0.0062 - 0.015
0.023
0.013
0.013
0.048
Valley side sloe ranee. . 2 -3.%
15-30%
15-30%
15-30%
15-30%
15-30%
Valley toe slope ran a (e.g. 2-3.%
2 -3%
2 -3%
2 -3%
2 -3%
2 -3%
Cowardin classification
Trout waters designation
N/A
N/A
N/A
N/A
N/A
Species of concern, endangered etc.? (Y/N)
No
No
No
No
No
Dominant soil series and characteristics
Series
Nikwasi
Reddies
Nikwasi
Nikwasi
Udorthents
Depth
> Winches
> 60 inches
> Winches
> Winches
> Winches
Cla %
5-18%
1 - 18%
5-18%
5 - 18%
N/A
K
.05-.20
.05-.20
.05-.20
.05-.20
N/A
TI
3
3
3
3
N/A

APPENDIX B
Morphological Summary Data and Plots
Tables 5 - 6
Longitudinal Plots
XS -Plots
Pebble Count Plots

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X -Sec 1 Riffle
0.01 0.1 1 10 100 1000 10000
Particle Size (mm)

RIVERMORPH PARTICLE SUMMARY
River Name: cat Creek Restored
Reach Name: Swartwout
sample Name: x -Sec 1 Riffle
Survey Date: 06/09/2010
size (mm)
TOT #
ITEM %
CUM
----------------------------------------------------------------------
0 - 0.062
22
22.00
22.00
0.062 - 0.125
14
14:00
36.00
0.125 - 0.25
13
13.00
49.00
0.25 - 0.50
1
1.00
50.00
0.50 - 1.0
8
8.00
58.00
1.0 - 2.0
0
0.00
58.00
2.0 - 4.0
0
0.00
58.00
4.0 - 5.7
0
0.00
58.00
5.7 - 8.0
0
0.00
58.00 I
8.0 - 11.3
0
0.00
58.00
11.3 - 16.0
0
0.00
58.00
16.0 - 22.6
0
0.00
58.00
22.6 - 32.0
0
0.00
58.00
32 - 45
1
1.00
59.00
45 - 64
2
2.00
61.00
64 - 90
9
9.00
70.00
90 - 128
12
12.00
82.00
128 - 180
18
18.00
100.00
180 - 256
0
0.00
100.00
256 - 362
0
0.00
100.00
362 - 512
0
0.00
100.00
512 - 1024
0
0.00
100.00
1024 - 2048
0
0.00
100.00
Bedrock
0
0.00
100.00 -'
D16 (mm)
0.05
D35 (mm)
0.12
D50 (mm)
0.5
D84 (mm)
133.78
D95 (mm)
165.56
D100 (mm)
180
Silt /Clay M
22
Sand M
36
Gravel (%)
3
Cobble M
39
Boulder M
0
Bedrock M
0
Total Particles = 100.

C
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X -Sec 2 Pool
Particle Size (mm)
00

RIVERMORPH PARTICLE SUMMARY
River Name: Cat Creek Restored
Reach Name: Swartwout
Sample Name: X -Sec 2 Pool
Survey Date: 06/09/2010
----------------------------------------------------------------------
Size (mm)
TOT #
ITEM %
CUM
----------------------------------------------------------------------
0 - 0.062
17
17.00
17.00
0.062 - 0.125
22
22.00
39.00 j
0.125 - 0.25
17
17.00
56.00
0.25 - 0.50
11
11.00
67.00
0.50 - 1.0
3
3.00
70.00
1.0 - 2.0
0
0.00
70.00 e
2.0 - 4.0
1
1.00
71.00
4.0 - 5.7
1
1.00
72.00
5.7 - 8.0
2
2.00
74.00
8.0 - 11.3
1
1.00
75.00
11.3 - 16.0
10
10.00
85.00
16.0 - 22.6
1
1.00
86.00
22.6 - 32.0
5
5.00
91.00
32 - 45
4
4.00
95.00
45 - 64
3
3.00
98.00
64 - 90
2
2.00
100.00
90 - 128
0
0.00
100.00
128 - 180
0
0.00
100.00
180 - 256
0
0.00
100.00
256 - 362
0
0.00
100.00
362 - 512
0
0.00
100.00
512 - 1024
0
0.00
100.00
1024 - 2048
0
0.00
100.00
Bedrock
0
0.00
100.00
D16 (mm)
0.06
D35 (mm)
0.11
D50 (mm)
0.21
D84 (mm)
15.53
D95 (mm)
45
D100 (mm)
90
Silt /Clay ( %),
17
Sand M
53
Gravel M
28
'
cobble M
2
Boulder M
0
Bedrock M
0
Total Particles = 100.

Co
C
U
m
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75
E
U
X -Sec 3 Riffle
Particle Size (mm)

RIVERMORPH PARTICLE SUMMARY
River Name: cat creek Restored
Reach Name: Swartwout
Sample Name: x -Sec 3 Riffle
Survey Date: 06/09/2010
Size (mm)
TOT #
ITEM %
cum %
----------------------------------------------------------------------
0 - 0.062
13
13.00
13.00
0.062 - 0.125
21
21.00
34.00
0.125 - 0.25
15
15.00
49.00
0.25 - 0.50
5
5.00
54.00
0.50 - 1.0
0
0.00
54.00
1.0 - 2.0
0
0.00
54.00
2.0 - 4.0
0
0.00
54.00
4.0 - 5.7
0
0.00
54.00
5.7 - 8.0
0
0.00
54.00
8.0 - 11.3
0
0.00
54.00
11.3 - 16.0
3
3.00
57.00
16.0 - 22.6
0
0.00
57.00
22.6 - 32.0
0
0.00
57.00
32 - 45
7
7.00
64.00
45 - 64
11
11.00
75.00
64 - 90
7
7.00
82.00
90 - 128
1
1.00
83.00
128 - 180
14
14.00
97.00
180 - 256
3
3.00
100.00
256 - 362
0
0.00
100.00
362 - 512
0
0.00
100.00
512 - 1024
0
0.00
100.00
1024 - 2048
0
0.00
100.00
Bedrock
0
0.00
100.00
D16 (mm)
0.07'
D35 (mm)
0.13
D50 (mm)
0.3
D84 (mm)
131.71
D95 (mm)
172.57
D100 (mm)
256
silt/clay ( %)
13
Sand ( %)
41
Gravel ( %)
21
Cobble ( %)
25
Boulder (%)
0
Bedrock M
0
Total Particles = 100.

a
CD
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Trib 1 X -Sec 1 Riffle
Particle Size (mm)
00

RIVERMORPH PARTICLE SUMMARY
River Name: Cat Creek Restored
Reach Name: Trib 1
Sample Name: Trib 1 x -Sec 1 Riffle
Survey Date: 06/09/2010
Size
(mm)
TOT #
ITEM %
CUM %
-----------------------------------------------------------------------
0 - 0.062
37
37.00
37.00
0.062
- 0.125
1
1.00
38.00
0.125
- 0.25
25
25.00
63.00
0.25
- 0.50
1
1.00
64.00
0.50
- 1.0
3
3.00
67.00
1.0 -
2.0
0
0.00
67.00
2.0 -
4.0
0
0.00
67.00
4.0 -
5.7
6
6.00
73.00
5.7 -
8.0
1
1.00
74.00
8.0 -
11.3
1
1.00
75.00
11.3
- 16.0
0
0.00
75.00
16.0
- 22.6
1
1.00
76.00
22.6
- 32.0
0
0.00
76.00
32 -
45
1
1.00
77.00
45 -
64
6
6.00
83.00
64 -
90
0
0.00
83.00
90 -
128
2
2.00
85.00
128 -
180
7
7.00
92.00
180 -
256
8
8.00
100.00
256 -
362
0
0.00
100.00
362 -
512
0
0.00
100.00
512 -
1024
0
0.00
100.00
1024
- 2048
0
0.00
100.00
Bedrock
0
0.00
100.00
D16 (mm)
0.03
D35 (mm)
0.06
D50 (mm)
0.19
D84 (mm)
109
D95 (mm)
208.5
D100 (mm)
256
silt /clay (%)
37
Sand (%)
30
Gravel ( %)
16
Cobble (%)
17
Boulder (%)
0
Bedrock ( %)
0
Total Particles = 100.

m
A
m
E
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Trib 1 X -Sec 2 Pool
Particle Size (mm)
100

RIVERMORPH PARTICLE SUMMARY
River Name: Cat Creek Restored
Reach Name: Trib 1
sample Name: Trib 1 X -sec 2 Pool
survey Date: 06/09/2010
si ze (mm)
TOT #
ITEM %
CUM %
------------------------
0 - 0.062
26
26.00
26.00
0.062 - 0.125
29
29.00
55.00
0.125 - 0.25
30
30.00
85.00
0.25 - 0.50
11
11.00
96.00
' 0.50 - 1.0
2
2.00
98.00
1.0 - 2.0
1
1.00
99.00
2.0 - 4.0
0
0.00
99.00
4.0 - 5.7
0
0.00
99.00
5.7 - 8.0
0
0.00
99.00
8.0 - 11.3
1
1.00
100.00
11.3 - 16.0
0
0.00
100.00
16.0 - 22.6
0
0.00
100.00
22.6 - 32.0
0
0.00
100.00
32 - 45
0
0.00
100.00
45 - 64
0
0.00
100.00
64 - 90
0
0.00
100.00
90 - 128
0
0.00
100.00
128 - 180
0
0.00
100.00
180 - 256
0
0.00
100.00
256 - 362
0
0.00
100.00
362 - 512
0
0.00
100.00
512 - 1024
0
0.00
100.00
1024 - 2048
0
0.00
100.00 j
Bedrock
0
0.00
100.00
D16 (mm)
0.04
D35 (mm)
0.08
D50 (mm)
0.11
D84 (mm)
0.25
D95 (mm)
0.48
D100 (mm)
11.3
silt /Clay { %)
26
-
sand (%)
73
Gravel ( %)
1
cobble ( %)
0
Boulder (%)
0
Bedrock ( %)
0
Total Particles
= 100.

X -Sec 4 Pool
Particle Size (mm)
cc
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U
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U
X -Sec 4 Pool
Particle Size (mm)

RIVERMORPH PARTICLE SUMMARY
River Name: cat Creek Restored
Reach Name: Parker
Sample Name: X -Sec 4 Pool
Survey Date: 06/10/2010
Size (mm)
TOT #
ITEM %
CUM %
----------------------------------------------------------------------
0 - 0.062
21
21.00
21.00 `-
0.062 - 0.125
11
11:00
32.00
0.125 - 0.25
6
6.00
38.00
0.25 - 0.50
28
28.00
66.00
0.50 - 1.0
14
14.00
80.00
1.0 - 2.0
0
0.00
80.00
2.0 - 4.0
0
0.00
80.00
4.0 - 5.7
0
0.00
80.00
5.7 - 8.0
0
0.00
80.00
8.0 - 11.3
4
4.00
84.00
11.3 - 16.0
1
1.00
85.00
16.0 - 22.6
2
2.00
87.00
22.6 - 32.0
0
0.00
87.00
32 - 45
0
0.00
87.00
45 - 64
11
11.00
98.00
64 - 90
1
1.00
99.00
90 - 128
0
0.00
99.00
128 - 180
0
0.00
99.00
180 - 256
1
1.00
100.00
256 - 362
0
0.00
100.00
362 - 512
0
0.00
100.00
512 - 1024
0
0.00
100.00
1024 - 2048
0
0.00
100.00
Bedrock
0
0.00
100.00
D16 (mm)
0.05
D35 (mm)
0.19
-
D50 (mm)
0.36
D84 (mm)
11.3
7
D95 (mm)
58.82
D10O (mm)
255.99
silt/clay (%)
0
sand (/)
59
Gravel ( %)
18
_
cobble (%)
2
Boulder (%)
0
Bedrock (%)
0
Total Particles = 100.
I
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Cu
U
L
CL
E
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X -Sec 5 Riffle
100
I
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s
And
I
(
40
0
0.09 0.1 1 10 100 1000 10000
Particle Size (mm)

RIVERMORPH PARTICLE SUMMARY
River Name: Cat Creek Restored
Reach Name: Parker
Sample Name: x -Sec 5 Riffle
Survey Date: 06/10/2010
Size (mm)
TOT #
ITEM %
cum %
----------------------------------------------------------------------
0 - 0.062
10
10.00
10.00
0.062 - 0.125
11
11.00
21.00
0.125 - 0.25
4
4.00
25.00
0.25 - 0.50
30
30.00
55.00
0.50 - 1.0
11
11.00
66.00
1.0 - 2.0
0
0.00
66.00
2.0 - 4.0
0
0.00
66.00
4.0 - 5.7
0
0.00
66.00
5.7 - 8.0
0
0.00
66.00
8.0 - 11.3
0
0.00
66.00
11.3 - 16.0
4
4.00
70.00
16.0 - 22.6
0
0.00
70.00
22.6 - 32.0
0
0.00
70.00
32 - 45
0
0.00
70.00
45 - 64
5
5.00
75.00
64 - 90
0
0.00
75.00
90 - 128
4
4.00
79.00
128 - 180
4
4.00
83.00
180 - 256
11
11.00
94.00
256 - 362
0
0.00
94.00
362 - 512
6
6.00
100.00
512 - 1024
0
0.00
100.00
1024 - 2048
0
0.00
100.00
Bedrock
0
0.00
100.00
D16 (mm)
0.1
D35 (mm)
0.33
D50 (mm)
0.46
D84 (mm)
186.91
D95 (mm)
387
D100 (mm)
512
silt /clay ( %)
10
sand ( %)
56
Gravel (%)
9
Cobble (%)
19
Boulder (%)
6
Bedrock ( %)
0
Total Particles = 100.

U
L
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X -Sec 6 Pool
Particle Size (mm)

RIVERMORPH PARTICLE SUMMARY
River Name: Cat Creek Restored
Reach Name: Parker
sample Name: x -sec 6 Pool
Survey Date: 06/10/2010
Size (mm)
TOT #
ITEM %
cum %
----------------------------------------------------------------------
0 - 0.062
18
18.00
18.00
0.062 - 0.125
20
20.00
38.00
0.125 - 0.25
5
5.00
43.00
0.25 - 0.50
46
46.00
89.00
0.50 - 1.0
4
4.00
93.00
1.0 - 2.0
0
0.00
93.00
2.0 - 4.0
0
0.00
93.00
4.0 - 5.7
0
0.00
93.00
5.7 - 8.0
1
1.00
94.00
8.0 - 11.3
0
0.00
94.00
11.3 - 16.0
0
0.00
94.00
16.0 - 22.6
0
0.00
94.00
22.6 - 32.0
0
0.00
94.00
32 - 45
2
2.00
96.00
45 - 64
4
4.00
100.00
64 - 90
0
0.00
100.00
90 - 128
0
0.00
100.00
128 - 180
0
0.00
100.00
180 - 256
0
0.00
100.00
256 - 362
0
0.00
100.00
362 - 512
0
0.00
100.00
512 - 1024
0
0.00
100.00
1024 - 2048
0
0.00
100.00
Bedrock
0
0.00
100.00
D16 (mm)
0.06
'
D35 (mm)
0.12
D50 (mm)
0.29
D84 (mm)
0.47
;
D95 (mm)
38.5
D100 (mm)
64
silt /clay ( %)
18
Sand ( %)
75
Gravel ( %)
7
cobble (%)
0
Boulder ( %)
0
Bedrock (%)
0
;
Total Particles = 100.

m
CD
Co
U
L
LL
Y
Cc
C1
C
U
X -Sec 7 Riffle
Particle Size (mm)
0

RIVERMORPH PARTICLE SUMMARY
River Name: Cat Creek Restored
Reach Name: Parker
sample Name: x -sec 7 Riffle
Survey Date: 06/10/2010
Size (mm)
TOT #
ITEM %
CUM
----------------------------------------------------------------------
0 - 0.062
10
10.00
10.00
0.062 - 0.125
4
4.00
14.00
0.125 - 0.25
16
16.00
30.00
0.25 - 0.50
10
10.00
40.00
0.50 - 1.0
2
2.00
42.00
1.0 - 2.0
10
10.00
52.00
2.0 - 4.0
0
0.00
52.00
4.0 - 5.7
0
0.00
52.00
5.7 - 8.0
0
0.00
52.00
8.0 - 11.3
0
0.00
52.00
11.3 - 16.0
0
0.00
52.00
16.0 - 22.6
0
0.00
52.00
22.6 - 32.0
0
0.00
52.00
32 - 45
0
0.00
52.00
45 - 64
0
0.00
52.00
64 - 90
4
4.00
56.00
90 - 128
0
0.00
56.00
128 - 180
10
10.00
66.00
180 - 256
20
20.00
86.00
256 - 362
10
10.00
96.00
362 - 512
3
3.00
99.00
512 - 1024
1
1.00
100.00
1024 - 2048
0
0.00
100.00
Bedrock
0
0.00
100.00
D16 (mm)
0.14
D35 (mm)
0.38
D50 (mm)
1.8
D84 (mm)
248.4
D95 (mm)
351.4
D100 (mm)
1023.95
Silt /Clay ( %)
10
Sand M
42
Gravel M
0
Cobble M
34
Boulder M
14
Bedrock M
0
Total Particles = 100.

1
N
0)
2
G
I N
U
m
0_
CD
a
E
U
X -Sec 8 Riffle
Particle Size (mm)
00

RIVERMORPH PARTICLE SUMMARY
River Name: Cat Creek Restored
Reach Name: Parker
Sample Name: x -sec 8 Riffle
Survey Date: 06/10/2010
Size (mm)
TOT #
ITEM %
CUM %
----------------------------------------------------------------------
0 - 0.062
2
2.00
2.00
0.062 - 0.125
0
0.00
2.00
0.125 - 0.25
4
4.00
6.00
0.25 - 0.50
28
28.00
34.00
0.50 - 1.0
12
12.00
46.00
1.0 - 2.0
12
12.00
58.00
2.0 - 4.0
0
0.00
58.00
4.0 - 5.7
0
0.00
58.00
5.7 - 8.0
0
0.00
58.00
8.0 - 11.3
6
6.00
64.00
11.3 - 16.0
2
2.00
66.00
16.0 - 22.6
0
0.00
66.00
22.6 - 32.0
0
0.00
66.00
32 - 45
0
0.00
66.00
45 - 64
0
0.00
66.00
64 - 90
0
0.00
66.00
90 - 128
2
2.00
68.00
128 - 180
4
4.00
72.00
180 - 256
10
10.00
82.00
256 - 362
14
14.00
96.00
362 - 512
2
2.00
98.00
512 - 1024
2
2.00
100.00
1024 - 2048
0
0.00
100.00
Bedrock
0
0.00
100.00
D16 (mm)
0.34
D35 (mm)
0.54
D50 (mm)
1.33
D84 (mm)
271.14
D95 (mm)
354.43
D100 (mm)
1023.97
Silt /Clay ( %)
2
Sand (%)
56
Gravel ( %)
8
Cobble ( %)
16
Boulder ( %)
18
Bedrock ( %)
0
Total Particles = 100.

U
N
m
a=.
3
E
7
U
X -Sec 9 Pool
Particle Size (mm)

RIVERMORPH PARTICLE SUMMARY
River Name: Cat Creek Restored
Reach Name: Parker
Sample Name: x -Sec 9 Pool
Survey Date: 06/10/2010
Size (mm)
TOT #
ITEM %
CUM %
----------------------------------------------------------------------
0 - 0.062
0
0.00
0.00
0.062 - 0.125
4
4.00
4.00
0.125 - 0.25
20
20.00
24.00
0.25 -- 0.50
71
71.00
95.00
0.50 - 1.0
4
4.00
99.00
1.0 - 2.0
0
0.00
99.00
2.0 - 4.0
0
0.00
99.00
4.0 - 5.7
0
0.00
99.00
5.7 - 8.0
1
1.00
100.00
8.0 - 11.3
0
0.00
100.00
11.3 - 16.0
0
0.00
100.00
16.0 - 22.6
0
0.00
100.00
22.6 - 32.0
0
0.00
100.00
32 - 45
0
0.00
100.00
45 - 64
0
0.00
100.00
64 - 90
0
0.00
100.00
90 - 128
0
0.00
100.00
128 - 180
0
0.00
100.00
180 - 256
0
0.00
100.00
256 - 362
0
0.00
100.00
362 - 512
0
0.00
100.00
512 - 1024
0
0.00
100.00
1024 - 2048
0
0.00
100.00
Bedrock
0
0.00
100.00
D16 (mm)
0.2
D35 (mm)
0.29
D50 (mm)
0.34
D84 (mm)
0.46
D95 (mm)
0.5
D100 (mm)
8
silt /Clay ( %)
0
Sand ( %)
99
Gravel (%)
1
cobble ( %)
0
Boulder ( %)
0
Bedrock ( %)
0
Total Particles = 100.

n3
U
N
d
N
Cu t0
7
E
Z
X -Sec 10 Riffle
ioo
20
0
0.01 01 1 10 100 1000 10000
Particle Size (mm)

RIVERMORPH PARTICLE SUMMARY
River Name: Cat Creek Restored
Reach Name: Parker
Sample Name: x -Sec 10 Riffle
Survey Date: 06/10/2010
Size (mm)
TOT #
ITEM %
CUM %
-----------------------------------------------------------------------
0 - 0.062
13
13.00
13.00
0.062 - 0.125
14
14.'00
27.00
0.125 - 0.25
14
14.00
41.00
0.25 - 0.50
11
11.00
52.00
0.50 - 1.0
2
2.00
54.00
1.0 - 2.0
0
0.00
54.00
2.0 - 4.0
0
0.00
54.00
4.0 - 5.7
0
0.00
54.00
5.7 - 8.0
0
0.00
54.00
8.0 - 11.3
0
0.00
54.00
11.3 - 16.0
0
0.00
54.00
16.0 - 22.6
0
0.00
54.00
22.6 - 32.0
2
2.00
56.00
32 - 45
2
2.00
58.00
45 - 64
4
4.00
62.00
64 - 90
2
2.00
64.00
90 - 128
1
1.00
65.00
128 - 180
16
16.00
81.00
180 - 256
15
15.00
96.00
256 - 362
0
0.00
96.00
362 - 512
4
4.00
100.00
512 - 1024
0
0.00
100.00
1024 - 2048
0
0.00
100.00
Bedrock
0
0.00
100.00
D16 (mm)
0.08
D35 (mm)
0.2
D50 (mm)
0.45
D84 (mm)
195.2
D95 (mm)
250.93
D100 (mm)
512
Silt /Clay ( %)
13
Sand ( %)
41
Gravel (%)
8
cobble M
34
Boulder ( %)
4
Bedrock ( %)
0
Total Particles = 100.

Co
U
L
LL
Q�
w
C�
C
U
X -Sec 11 Pool
Particle Size (mm)
DO

RIVERMORPH PARTICLE SUMMARY
River Name: Cat Creek Restored
Reach Name: Parker
Sample Name: x -Sec 11 Pool
Survey Date: 06/10/2010
Size (mm)
TOT #
ITEM %
CUM %
----------------------------------------------------------------------
0 - 0.062
22
22.00
22.00
0.062 - 0.125
19
19:00
41.00
0.125 - 0.25
22
22.00
63.00
0.25 - 0.50
33
33.00
96.00
0.50 - 1.0
0
0.00
96.00
1.0 - 2.0
0
0.00
96.00
2.0 - 4.0
0
0.00
96.00
4.0 - 5.7
0
0.00
96.00
5.7 - 8.0
0
0.00
96.00
8.0 - 11.3
0.
0.00
96.00
11.3 - 16.0
0
0.00
96.00
16.0 - 22.6
1
1.00
97.00
22.6 - 32.0
1
1.00
98.00
32 = 45
1
1.00
99.00
45 - 64
1
1.00
100.00
64 - 90
0
0.00
100.00
90 - 128
0
0.00
100.00
128 - 180
0
0.00
100.00
180 - 256
0
0.00
100.00
256 - 362
0
0.00
100.00
362 - 512
0
0.00
100.00
512 - 1024
0
0.00
100.00
1024 - 2048
0
0.00
100.00
Bedrock
0
0.00
100.00
D16 (mm)
0.05
D35 (mm)
0.11
D50 (mm)
0.18
D84 (mm)
0.41
D95 (mm)
0.49
D100 (mm)
64
silt /clay ( %)
22
Sand ( %)
74
Gravel ( %)
4
Cobble ( %)
0
Boulder ( %)
0
Bedrock ( %)
0
Total Particles = 100.

m
C
N
U
N
n
m
�o
E
U
Trib 2 X -Sec 1 Pool
Particle Size (mm)
00

RIVERMORPH PARTICLE SUMMARY
River Name: cat creek Restored
Reach Name: Trib 2
sample Name: Trib 2 X -sec 1 Pool
Survey Date: 06/10/2010
size (mm)
TOT #
ITEM %
cum %
----------------------------------------------------------------------
0 - 0.062
23
23.00
23.00
0.062 - 0.125
24
24.00
47.00
0.125 - 0.25
12
12.00
59.00
0.25 - 0.50
41
41.00
100.00
0.50 - 1.0
0
0.00
100.00
1.0 - 2.0
0
0.00
100.00
2.0 - 4.0
0
0.00
100.00
4.0 - 5.7
0
0.00
100.00
5.7 - 8.0
0
0.00
100.00
8.0 - 11.3
0
0.00
100.00
11.3 - 16.0
0
0.00
100.00 _
16.0 - 22.6
0
0.00
100.00
22.6 - 32.0
0
0.00
100.00
32 - 45
0
0.00
100.00
45 - 64
0
0.00
100.00
64 - 90
0
0.00
100.00
90 - 128
0
0.00
100.00
128 - 180
0
0.00
100.00
180 - 256
0
0.00
100.00
256 - 362
0
0.00
100.00
362 - 512
0
0.00
100.00
512 -- 1024
0
0.00
100.00
1024 - 2048
0
0.00
100.00
Bedrock
0
0.00
100.00
D16 (mm)
0.04
D35 (mm)
0.09
D50 (mm)
0.16
D84 (mm)
0.4
D95 (mm)
0.47
D100 (mm)
0.5
Silt /Clay ( %)
23
sand ( %)
77
Gravel (%)
0
cobble (%)
0
Boulder ( %)
0
Bedrock (%)
0
Total Particles = 100.

U
N
a_
N
E
U
Trib 2 X -Sec 2 Riffle
Particle Size (mm)

RIVERMORPH PARTICLE SUMMARY
River Name: Cat Creek Restored
Reach Name: Trib 2
sample Name: Trib 2 x -sec 2 Riffle
Survey Date: 06/10/2010
Size (mm)
TOT #
ITEM %
CUM %
----------------------------------------------------------------------
0 - 0.062
72
72.00
72.00
0.062 - 0.125
13
13:00
85.00
0.125 - 0.25
8
8.00
93.00
0.25 - 0.50
4
4.00
97.00
0.50 - 1.0
0
0.00
97.00
1.0 - 2.0
0
0.00
97.00
2.0 - 4.0
1
1.00
98.00
4.0 - 5.7
0
0.00
98.00
5.7 - 8.0
2
2.00
100.00
8.0 - 11.3
0
0.00
100.00
11.3 - 16.0
0
0.00
100.00
16.0 - 22.6
0
0.00
100.00
22.6 - 32.0
0
0.00
100.00
32 - 45
0
0.00
100.00
45 - 64
0
0.00
100.00
64 - 90
0
0.00
100.00
90 - 128
0
0.00
100.00
128 - 180
0
0.00
100.00
180 - 256
0
0.00
100.00
256 - 362
0
0.00
100.00
362 - 512
0
0.00
100.00
512 - 1024
0
0.00
100.00
1024 - 2048
0
0.00
100.00
Bedrock
0
0.00
100.00
D16 (mm)
0.01
D35 (mm)
0.03
D50 (mm)
0.04
D84 (mm)
0.12
D95 (mm)
0.38
D100 (mm)
8
Silt /Clay ( %)
72
Sand M
25
Gravel (%)
3
Cobble M
0
Boulder ( %)
0
Bedrock ( %)
0
Total Particles = 100.

a)
C
8
L
^CD
LL
E
U
Trib 3 X -Sec 1 Poo(
Particle Size (mm)
00

RIVERMORPH PARTICLE SUMMARY
River Name: Cat Creek Restored
Reach Name: Trib 3
sample Name: Trib 3 X -sec 1 Pool
Survey Date: 06/10/2010
Size (mm)
TOT #
ITEM %
CUM %
---------------------------------------------------
0 - 0.062
23
23.00
23.00
0.062 - 0.125
20
20:00
43.00
0.125 - 0.25
16
16.00
59.00
0.25 - 0.50
32
32.00
91.00
0.50 - 1.0
8
8.00
99.00
1.0 - 2.0
0
0.00
99.00
2.0 - 4.0
0
0.00
99.00
4.0 - 5.7
0
0.00
99.00
5.7 - 8.0
0
0.00
99.00
8.0 - 11.3
1
1.00
100.00
11.3 - 16.0
0
0.00
100.00
16.0 - 22.6
0
0.00
100.00
22.6 - 32.0
0
0.00
100.00
32 - 45
0
0.00
100.00
45 - 64
0
0.00
100.00
64 - 90
0
0.00
100.00
90 - 128
0
0.00
100.00
128 - 180
0
0.00
100.00
180 - 256
0
0.00
100.00
256 - 362
0
0.00
100.00
362 - 512
0
0.00
100.00
512 - 1024
0
0.00
100.00
1024 - 2048
0
0.00
100.00
Bedrock
0
0.00
100.00
D16 (mm)
0.04
D35 (mm)
0.1
D50 (mm)
0.18
D84 (mm)
0.45
D95 (mm)
0.75
D100 (mm)
11.3
Silt /Clay ( %)
23
sand (%)
76
Gravel ( %)
1
Cobble (%)
0
Boulder (%)
0
Bedrock ( %)
0
Total Particles = 100.

N
0)
U
N
Q_
N
Co
E
7
i
TO 3 X -Sec 2 Riffle
Particle Size (mm)

RIVERMORPH PARTICLE SUMMARY
----------------------------------------------------------------------
River Name: Cat Creek Restored
Reach Name: Trib 3
sample Name: Trib 3 x -sec 2 Riffle
survey Date: 06/10/2010
---------------------------------------------------------------- - - - - --
Size (mm)
TOT #
ITEM %
CUM % ;
----------------------------------------------------------------------
0 - 0.062
20
20.00
20.00
0.062 - 0.125
16
16:00
36.00
0.125 - 0.25
14
14.00
50.00
0.25 - 0.50
24
24.00
74.00 _
0.50 - 1.0
0
0.00
74.00
1.0 - 2.0
0
0.00
74.00
2.0 - 4.0
0
0.00
74.00
4.0 - 5.7
0
0.00
74.00 -,
5.7 - 8.0
2
2.00
76.00
8.0 - 11.3
6
6.00
82.00
11.3 - 16.0
0
0.00
82.00
16.0 - 22.6
2
2.00
84.00
22.6 - 32.0
2
2.00
86.00
32 - 45
0
0.00
86.00
45 - 64
2
2.00
88.00
64 - 90
10
10.00
98.00
90 - 128
0
0.00
98.00
128 - 180
0
0.00
98.00
180 - 256
0
0.00
98.00
256 - 362
2
2.00
100.00
362 - 512
0
0.00
100.00
512 - 1024
0
0.00
100.00
1024 --2048
0
0.00
100.00
Bedrock
0
0.00
100.00
D16 (mm)
0.05
D35 (mm)
0.12
D50 (mm)
0.25
D84 (mm)
22.6
D95 (mm)
82.2
D100 (mm)
361.99
-
Silt /Clay (%)
20
sand ( %)
54
�
Gravel (%)
14
Cobble (%)
10
Boulder ( %)
2
Bedrock (%)
0
Total Particles = 100.
J

m
U
m
0_
m
tC
7
'r
7
Trib 4 X -Sec 1 Pool
Particle Size (mm)
00

RIVERMORPH PARTICLE SUMMARY
River Name: Cat Creek Restored
Reach Name: Trib 4
Sample Name: Trib 4 X -Sec 1 Pool
Survey Date: 06/10/2010
Size (mm)
TOT #
ITEM %
CUM %
----------------------------------------------------------------------
0 - 0.062
60
60.00
60.00
0.062 - 0.125
8
8.00
68.00
0.125 - 0.25
20
20.00
88.00
0.25 - 0.50
12
12.00
100.00
0.50 - 1.0
0
0.00
100.00
1.0 - 2.0
0
0.00
100.00
2.0 - 4.0
0
0.00
100.00
4.0 - 5.7
0
0.00
100.00
5.7 - 8.0
0
0.00
100.00
8.0 - 11.3
0
0.00
100.00
11.3 - 16.0
0
0.00
100.00
16.0 - 22.6
0
0.00
100.00
22.6 - 32.0
0
0.00
100.00
32 - 45
0
0.00
100.00
45 - 64
0
0.00
100.00
64 - 90
0
0.00
100.00
90 - 128
0
0.00
100.00
128 - 180
0
0.00
100.00
180 - 256
0
0.00
100.00
256 - 362
0
0.00
100.00
362 - 512
0
0.00
100.00
512 - 1024
0
0.00
100.00
1024 - 2048
0
0.00
100.00
Bedrock
0
0.00
100.00
D16 (mm)
0.02
D35 (mm)
0.04
D50 (mm)
0.05
D84 (mm)
0.23
D95 (mm)
0.4
D100 (mm)
0.5
Silt /Clay ( %)
60
Sand ( %)
40
Gravel (%)
0
Cobble ( %)
0
Boulder ( %)
0
Bedrock ( %)
0
Total Particles = 100.

CD
0)
C
_U
CD
a
a�
E
U
Trib 4 X -Sec 2 Riffle
Particle Size (mm)
00

RIVERMORPH PARTICLE SUMMARY
River Name: Cat Creek Restored
Reach Name: Trib 4
sample Name: Trib 4 x -Sec 2 Riffle
Survey Date: 06/10/2010
Size (mm)
TOT #
ITEM %
CUM %
----------------------------------------------------------------------
0 - 0.062
23
23.00
23.00
0.062 - 0.125
17
17:00
40.00
0.125 - 0.25
1
1.00
41.00
0.25 - 0.50
22
22.00
63.00
0.50 - 1.0
4
4.00
67.00
1.0 - 2.0
0
0.00
67.00
2.0 - 4.0
2
2.00
69.00
4.0 - 5.7
0
0.00
69.00
5.7 - 8.0
2
2.00
71.00
8.0 - 11.3
2
2.00
73.00
11.3 - 16.0
2
2.00
75.00
16.0 - 22.6
4
4.00
79.00
22.6 - 32.0
7
7.00
86.00
32 - 45
14
14.00
100.00
45 - 64
0
0.00
100.00
64 - 90
0
0.00
100.00
90 - 128
0
0.00
100.00
128 - 180
0
0.00
100.00
180 - 256
0
0.00
100.00
256 - 362
0
0.00
100.00
362 - 512
0
0.00
100.00
512 - 1024
0
0.00
100.00
1024 - 2048
0
0.00
100.00
Bedrock
0
0.00
100.00
D16 (mm)
0.04
D35 (mm)
0.11
D50 (mm)
0.35
D84 (mm)
29.31
D95 (mm)
40.36
D100 (mm)
45
Silt /clay ( %)
23
Sand ( %)
44
Gravel ( %)
33
cobble (%)
0
Boulder ( %)
0
Bedrock ( %)
0
Total Particles = 100.

APPENDIX C
Vegetation Data
Table 7 — Vegetation Plot Data
Table 8 — Vegetation Plot Attribute Tables
Table 9 — Planted Vegetation
CVS Output Tables
Vegetation Plot Photos

Table 7. Vegetation Plot Attribute Data
Cat Creek Stream and Wetland Restoration - EEP # 71 (SCO # 050657901)
Plot
ID
Community
Type
Planting
Zone ID
Reach
ID
Associated
Gauge(s)
Method'
CVS
Level
1
Swamp Forest Bog Complex
Wetlands
1
MW 1, MW 2
CVS
2
2
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Wetlands
1
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CVS
2
3
Low Mountain Alluvial Forest
Well Drained
Riparian
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1
NA
CVS
2
4
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Wetlands
1
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CVS
2
5
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Well Drained
Riparian
Flood lain
1
MW 6
CVS
2
6
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Wetlands
1
MW 8
CVS
2
7
Swamp Forest Bog Complex
Wetlands
1
MW 11
CVS
2
8
Swamp Forest Bog Complex
Wetlands
1
MW 10
CVS
2
9
Swamp Forest Bog Complex
Wetlands
1
NA
CVS
2
10
Swamp Forest Bog Complex
Wetlands
1
NA
CVS
2
11
Swamp Forest Bog Complex
Wetlands
1
MW 13
CVS
2
12
Swamp Forest Bog Complex
Wetlands
1
MW 14
CVS
2
13
Swamp Forest Bog Complex
Wetlands
1
MW 17
CVS
2
14
Swamp Forest Bog Complex
Wetlands
1
NA
CVS
2

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Table 8. Quantities of Stems Planted Cat Creek/EEP # 71 (SCO # 050657901)
Species
Quantity
Scientific Name
Common Name
Shrubs
Alnus serrulata
Hazel alder
1000
Sambucus canadensis
Common Elderberry
500
Ce halanthus occidentalis
Common buttonbush
500
Asimina triloba
Paw paw
400
Trees
Aronia arbutifolia
Red Chokeberry
400
Betula nigra
River birch
1000
Carpinus caroliniana
American hornbeam
1200
Comus florida
Flowering dogwood
700
Fa us grandifolia
American beech
1500
Fraxinus penns lvanica
Green ash
600
Ju lans ni ra
Black walnut
200
briodendron tuli ifera
Tuli tree
400
N ssa s lvatica
Black um
600
Platanus occidentalis
American sycamore
1000
Quercus phellos
Willow oak
1700
Quercus rubra
Northern red oak
200
Ulmus americana
American elm
200
Celtis laevigata
Sugarberry
1200
Carya tomentosa
Mockernut hickory
200
Total Stems of planted woody
vegetation
13500

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Project Code
Project Name
I River Basin
Year 0 (baseline)
01
Cat Creek
I Little Tennessee

Milli
I
I
Milli
1

vigor
Count
Percent
0
2
1.3
1
1
0.7
2
8
5.3
3
1 231
15.1
4
1 1181
77.6

Species
CommonName
4
3
2
110
Missing
Unknown
Alnus serrulata
hazel alder
26
3
Aronia arbutifolia
Red Chokeberry
7
Betula nigra
river birch
12
3
2
Cephalanthus occidentalis
common buttonbush
11
1
Cornus florida
flowering dogwood
1
Fraxinus pennsylvanica
green ash
14
1
Juglans nigra
black walnut
1
Nyssa sylvatica
blackgum
3
Quercus phellos
willow oak
21
31
1
12
Sambucus canadensis
Common Elderberry
3
1
2
Carpinus caroliniana
American hornbeam
13
5
2
Fagus grandifolia
American beech
2
3
Quercus rubra
northern red oak
1
Liriodendron tulipifera
tuliptree
6
1
Platanus occidentalis
American sycamore
4
1
Ulmus americana
American elm
1
2
1
Unknown
2
1
TOT: 117
16
118123
811121

Damage
Count
Percent Of Stems
(no damage)
151
99.3
(other damage)
1
0.7

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Alnus serrulata
Aronia arbutifolia
Betula nigra
Carpinus caroliniana
Cephalanthus occidentalis
Cornus florida
Fagus grandifolia
Fraxinus pennsylvanica
Juglans nigra
Liriodendron tulipifera
Nyssa sylvatica
Platanus occidentalis
Quercus phellos
Quercus rubra
Sambucus canadensis
Ulmus americana
Unknown
TOT: 17
F�
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hazel alder
Red Chokeberry
river birch
American hornbeam
common buttonbush
flowering dogwood
American beech
green ash
black walnut
blackgum
American sycamore
willow oak
northern red oak
Common Elderberry
American elm
16
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Vegetation Plot 3 — 6/10/2010 - Baseline Monitoring
Vegetation Plot 4 — 6/10/2010 - Baseline Monitoring
Cat Creek Stream and Wetland Restoration Site December 2010
Macon County, NC

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Vegetation Plot 13 — 6/10/2010 - Baseline Monitoring
Vegetation Plot 14 — 6/10/2010 - Baseline Monitoring
Cat Creek Stream and Wetland Restoration Site December 2010
Macon County, NC

APPENDIX D
Baseline Monitoring Photos

Photo Point 1 — 6/10/2010 — Swartwout Tract Sta. 16 +40 - Baseline Monitoring
Photo Point 2 — 6/10/2010 — Swartwout Tract Sta. 21 +75 facing upstream - Baseline
Monitoring
Cat Creek Stream and Wetland Restoration Site December 2010
Macon County, NC

Photo Point 3 — 6/10/2010 — Trib 1 Sta. 11 +60 facing upstream - Baseline Monitoring
Photo Point 4 — 6/10/2010 — Sta 27 +50 Confluence Trib 1 and Cat Creek - Baseline
Monitoring
Cat Creek Stream and Wetland Restoration Site December 2010
Macon County, NC

Photo Point 5 — 6/10/2010 — Parker Tract Sta. 36 +30 facing upstream - Baseline
Monitoring
Photo Point 6 — 2/17/2010 — Parker Tract Sta. 45 +20 - Baseline Monitoring
Cat Creek Stream and Wetland Restoration Site December 2010
Macon County, NC

Photo Point 7 — 2/17/2010 — Trib 3 Sta. 10 +20 - Baseline Monitoring
Photo Point 8 — 6/10/2010 — Parker Tract Sta. 48 +00 - Baseline Monitoring
Cat Creek Stream and Wetland Restoration Site December 2010
Macon County, NC

Photo Point 9 — 2/17/2010 — Preserve Sta. 62 +10 facing downstream - Baseline
Monitoring
Photo Point 10 — 2/17/2010 — Trib 4 Confluence facing upstream - Baseline Monitoring
Cat Creek Stream and Wetland Restoration Site December 2010
Macon County, NC

APPENDIX E
As -Built Plan Sheets

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SCO# 050657901
FRANI(LJN
MACONCOUNTY NORTH CAROLINA
TURNER LAND SURVEYING, PLLC
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3201 Glenrldge Drive, Refelgh, NC 27604 — (919)875 -1378
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