20071814 Ver 1_Monitoring Report Baseline_20090814

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Submitted to /prepared for:
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NCDENR -EEP
1652 Mail Service Center
Raleigh, North Carolina 27699 -1652
Phone: [phone]
Fax: [phone]
Data Collection Period: Winter 2008 -2009
Submission Date: July 2009
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Big Cedar Creek Stream Restoration
Final Mitigation Plan and As -built Baseline Report
Stanly County, North Carolina
Report Prepared and Submitted by:
Christine D. Miller
Project Manager
1447 South Tryon Street
Suite 200
Charlotte, North Carolina 28203
Phone: (704),334-4454
Fax: [phone]
Kevin Tweedy, PE
Project Engineer

Table of Contents
1.0 Executive Summary ......................................................................................... ............................... 1
2.0 Project Goals, Background, & Attributes ..................................................... ............................... 2
2.1 Project Location and Description ................................................................. ............................... 2
2.2 Restoration Summary .................................................................................... ............................... 2
- 2.2.1 Mitigation Goals and Objectives ................................................................ ............................... 2
2.2.2 Projection Description and Restoration Approach ..................................... ............................... 3
- 2.2.3 Project History, Contacts, and Attribute Data ............................................ ............................... 4
3.0 Monitoring Plan ............................................................................................... ............................... 6
3.1 Stream Monitoring ......................................................................................... ............................... 6
3.1.1 Bankfull Events .......................................................................................... ...............................
6
3.1.2 Cross - sections .............................................................................................. ..............................6
- 3.1.3 Pattern ......................................................................................................... ...............................
7
3.1.4 Longitudinal Profile .................................................................................... ...............................
7
3.1.5 Bed Material Analysis ................................................................................ ...............................
7
3.1.6 Watershed Observations ............................................................................. ...............................
7
3.1.7 Photo Reference Sites ................................................................................. ...............................
7
3.2 Vegetation Monitoring ................................................................................... ...............................
8
- 3.3 Biological Monitoring .................................................................................... ..............................
9
3.4 Maintenance and Contingency Plan .............................................................. ...............................
9
4.0 Monitoring Results — 2009 As -Built Data .......................................................... ............................... 9
4.1 Stream Data ..................................................................................................... ...............................
10
4.1.1 Results and Discussion ............................................................................ ...............................
10
4.2 Vegetation Data ............................................................................................... ...............................
10
4.2.1 Results and Discussion ............................................................................. ...............................
10
4.3 Areas of Concern ............................................................................................. ............................... 10
5.0 References .......................................................................................................... ............................... 11
Appendices
Appendix A Figures 1, 2, & 3, Tables 1 - 5
Appendix B Morphological Summary Data (Tables 6 and 7), Cross - section Plots, Profile Plots,
Pebble Count
Appendix C Vegetation Data (Tables 8 and 9)
Appendix D As -Built Plan Sheets
Appendix E Photolog
MICHAEL BAKER ENGINEERING, INC.
BIG CEDAR CREEK MITIGATION PLAN AND AS -BUILT BASELINE REPORT
JULY 2009 - MONITORING YEAR 0 OF 5

1.0 EXECUTIVE SUMMARY
The Big Cedar Stream Restoration Site (Site) was restored by Michael Baker Engineering, Inc. (Baker)
through a full delivery contract with the North Carolina Ecosystem Enhancement Program (NCEEP). A
length of 11,103 linear feet (LF) of perennial and intermittent channel along Big Cedar Creek (BCC) and six
unnamed tributaries (UT 1, UT2, UT3, UTIA, UTIB, and UT1C) were fully restored through a combination
of Priority 1 and 2 restoration approaches, in addition to 1,171 LF of enhancement along Big Cedar Creek,
and UT1, and 539 LF of preservation along Big Cedar Creek and the northern most unnamed tributary (UT2).
There were four main goals associated with this restoration project: to create geomorphically stable
conditions, to improve and restore hydrologic connections between the streams and their floodplains, to
improve the water quality in the Big Cedar Creek and Rocky River watersheds, and to improve aquatic and
terrestrial habitat along the project corridor.
The Site has a history of general agricultural usage including cattle, cotton and corn production. Prior to
restoration, the streams on the Site were channelized and riparian vegetation on the majority of the site was
absent. The riparian vegetation that was present on much of the site consisted of successional and invasive
-- species such as Chinese privet (Ligustrum sinense) and Japanese honeysuckle (Lonicera japonica).
In order to accomplish the established goals at the Site, Baker proposed restoration of the existing incised,
eroding and channelized streams by creating stable channels with access to a floodplain. In- stream structures
and riffle pool sequences were proposed to provide varied aquatic habitat and to diversify the bedform.
Ephemeral pools in the floodplain were proposed to provide additional habitat for amphibians. Native
herbaceous and woody riparian vegetation were proposed to enhance terrestrial habitat and to shade the
stream and decrease water temperatures. Fences were proposed for livestock exclusion in order to protect the
channel stability and the health of the riparian vegetation. Through these activities, water quality benefits
would be seen in the form of storm water filtration and nutrient uptake of the riparian vegetation, and
decreased sediment loading from the channel banks.
This report documents the completion of the restoration construction and presents as -built monitoring data for
the five -year monitoring period. Table 1 summarizes site conditions before and after restoration as well as the
conditions predicted in the previously approved site restoration plan.
MICHAEL BAKER ENGINEERING, INC.
BIG CEDAR CREEK MITIGATION PLAN AND AS -BUILT BASELINE REPORT
JULY 2009 - MONITORING YEAR 0 OF 5

2.0 PROJECT GOALS, BACKGROUND, & ATTRIBUTES
2.1 Project Location and Description
The Big Cedar Creek Stream Restoration Site ( "Site ") is located in Stanly County, NC (Figure 1, Appendix
A) approximately ten miles south of the City of Albemarle. The Site is part of the Yadkin River Basin within
NCDWQ sub -basin 03 -07 -14 and USGS hydrologic unit 03040105060080.
The Site is part of the Piedmont physiographic province. Medina and others describe the Piedmont as, "...
consist(ing) of generally rolling, well- rounded hills and ridges with a few hundred feet of elevation difference
between the hills and valleys" (Medina, 2004). The local geology is typical of the Carolina Slate Belt
lithotectonic province of central North Carolina, and is comprised of Proterozoic and Cambrian age siltstone,
mudstone, and mafic hypabyssal intrusive rocks according to the 1 degree by 2 degree geologic map of the
Charlotte Quadrangle prepared by the USGS (Goldsmith et al., 1988). Soil types at the site were researched
using Natural Resources Conservation Service (NRCS) soil survey data for Stanly County, along with on -site
evaluations. The predominant soil series within the floodplain area of the site is mapped as Oakboro silt loam
series, a hydric soil.
The Big Cedar Creek restoration project area drains predominately forested and agricultural lands, as well as a
portion of the residential and commercial district of the town of Norwood. The Winston -Salem Southbound
Railroad line parallels Big Cedar to the east, then turns to cross Big Cedar and UT1 upstream of their
confluence.
To visit the Site, take Highway 52 for approximately ten miles south, turn right onto Mount Zion Church
Road (1.25 miles south of the Town of Norwood). Follow Mount Zion Church Road for approximately 0.5
mile west to the intersection of Mount Zion Road and Big Cedar Creek. UTI, UT2, and the upstream reaches
of Big Cedar Creek can be accessed from the farm road on the north side of Mount Zion Church Road,
approximately 0.25 miles east of the intersection of the railroad and Mount Zion Church road. Reach 5 and 6
of Big Cedar Creek can be accessed from a farm field approximately 0.1 mile west of the intersection of the
railroad and Mount Zion Church road.
2.2 Restoration Summary
2.2.1 Mitigation Goals and Objectives
The specific goals for the Big Cedar Creek Site Restoration Project were as follows:
• Create geomorphically stable conditions on the Big Cedar Creek project site.
• Improve and restore hydrologic connections between the streams and their floodplains.
• Improve the water quality in the Big Cedar Creek and Rocky River watersheds.
• Improve aquatic and terrestrial habitat along the project corridor.
MICHAEL BAKER ENGINEERING, INC.
BIG CEDAR CREEK MITIGATION PLAN AND AS -BUILT BASELINE REPORT
JULY 2009 - MONITORING YEAR 0 OF 5

The primary objective of the Big Cedar Restoration project was to accelerate the channel evolutionary
processes by constructing channels with geomorphically stable cross sections, increased sinuosity,
and access to the floodplain at bankfull stage. Flood attenuation, increased groundwater infiltration,
and alleviation of bank stress resulted from providing floodplain access. Water quality
improvements were made through fencing cattle out of the restored reaches and by reducing bank
erosion throughout the project site. Aquatic habitat was improved by providing geomorphically
stable habitat features and through placement of in- stream habitat structures. Invasive vegetative
species removal efforts and reforestation of the riparian buffer with native species complemented the
restoration of Big Cedar Creek, UT1, UT2, UT3, UT1A, UT1B, and UT1C. Existing native trees
were preserved onsite wherever feasible. The vegetative efforts will benefit both aquatic and
terrestrial habitat as the site matures.
2.2.2 Projection Description and Restoration Approach
The project involved the restoration, enhancement, and preservation of Big Cedar Creek and six
unnamed tributaries to Big Cedar Creek. A total of 11,103 linear feet (LF) of stream channel along
Big Cedar Creek and six unnamed tributaries (UT1, UT2, UT3, UT1A, UT1B, and UT1C) were
restored. Additionally 1,171 LF of Enhancement II along Big Cedar Creek and UT1 and 539 LF of
preservation along Big Cedar Creek and UT2 based on the post - construction as -built survey. The
area has a history of general agricultural usage including cattle, cotton and corn production. The
streams on the project site were channelized and riparian vegetation on the majority of the site had
been removed. The riparian vegetation that was present on much of the site consists of successional
and invasive species such as Chinese privet (Ligustrum sinense) and Japanese honeysuckle (Lonicera
japonica). As a result of channelization, many of the project reaches were incised and lacked
bankfull floodplain access.
For analysis and design purposes, Big Cedar Creek, UT I, and UT2 were divided into 11 reaches (As-
built Plan Sheets, Appendix D). Big Cedar Creek flows from north to south entering the site at the
northern property line. The reaches on Big Cedar Creek were numbered sequentially from north to
south. Big Cedar Creek Reach 1 starts at the northern property line and ends at the confluence with
UT2. Big Cedar Creek Reaches 2 through 4 are located between this confluence and the Winston -
Salem Southbound Railroad line crossing. Big Cedar Creek Reach 5 begins below the railroad
crossing and continues to just upstream of Big Cedar's confluence with UTL Reach 6 begins where
Reach 5 ends and continues to the culvert at Mount Zion Church Road. UT1 Reach 1 flows from
west to east entering the site at the western most property line. The reaches on UT1 (1 through 4)
were numbered sequentially from west to east. UT1 ends at its confluence with Big Cedar Creek.
UT2 flows northwest to southeast entering the site along the northern property line. UT2 ends at its
confluence with Big Cedar Creek.
A holistic restoration approach was based on the condition of the overall site and each reach's
potential for restoration as determined during the site assessment. Design criteria for the proposed
stream concept were selected based on the range of the reference data and the desired performance of
the proposed channel. The developed design criteria were then compared to past projects built with
similar conditions. Ultimately, these sites provide the best pattern and dimension ratios because they
reflect site conditions after construction. While most reference reaches are in mature forests,
restoration sites are in floodplains with little or no mature woody vegetation. This lack of mature
woody vegetation severely alters floodplain processes and stream bank conditions. If past ratios did
not provide adequate stability or bedform diversity, they were not used. Conversely, if past project
ratios created stable channels with optimal bedform diversity, they were incorporated into the design.
Following the initial application of design criteria, detailed refinements were made to accommodate
the existing valley morphology and to promote natural channel adjustment following construction.
MICHAEL BAKER ENGINEERING, INC.
BIG CEDAR CREEK MITIGATION PLAN AND AS -BUILT BASELINE REPORT
JULY 2009 - MONITORING YEAR 0 OF 5

For example, old meander scars in the Big Cedar Creek floodplain were incorporated for a more
historical replication of channel alignment. The design philosophy employed at the Big Cedar Creek
site was to use'conservative design parameter values based on reference reach data and lessons
learned from past projects. This allows the project to evolve in a positive direction as the permanent
vegetation becomes established.
The overall restoration approach for the Site allows stream flows larger than bankfull flows to spread
onto the floodplain, dissipating flow energies and reducing stress on streambanks. In- stream
structures were used throughout all reaches to control streambed grade, reduce streambank stress, and
promote bedform sequences and habitat diversity. The in- stream structures consist of root wads, log
vanes, log weirs, cross vanes, j- hooks, and constructed riffles, which promote a diversity of habitat
features in the restored channel. Where grade control was a consideration, constructed riffles and
grade control i -hooks were installed to provide long -term stability. Streambanks were stabilized
using a combination of erosion control matting, temporary and permanent seeding, bare -root planting,
and brush mattresses. The Site was planted with native vegetation as shown in Table 8 (Appendix C)
and is protected through a permanent conservation easement. Table 2 (Appendix A) provides a
summary of the project components.
2.2.3 Project History, Contacts, and Attribute Data
Big Cedar Creek was restored by Baker through a full delivery contract with NCEEP. The
chronology of the Big Cedar Creek Restoration Project is presented in Table 3. The contact
information for all designers, contractors, and relevant suppliers is presented in Table 4. Relevant
project background information is presented in Table 5. Tables 3, 4, and 5 are located in Appendix
A of this report.
2.2.3.1 Construction Summary
Construction activities, in accordance with the approved restoration plan and permits for the
middle of the project (UT1 mainstem), began with site preparation, harvesting of root wads,
and establishment of the staging areas, haul roads, and stockpile areas. Materials were
stockpiled as needed for the initial stages of construction.
Stream construction began with the installation of temporary rock dams at station 25 +80 and
35 +00 of UT1 reach 2. After existing trees were harvested for root wads, log vanes, and cover
logs, grade stakes were installed along the thalweg and bench limits to direct the grading
activities. The contractor constructed the channel and excavated floodplain areas to design
grades starting at UT reach 1 station 10 +00 and worked downstream. Excavated material was
stockpiled in specified areas near field ditches and existing channels that were to be filled.
Where necessary, silt fencing was installed between stockpiles and the active ditches to prevent
erosion of sediment into the channel.
The offline sections of the channel were the first stream segments to be constructed. Pump -
around operations were used where necessary for tying in newly constructed offline stream
segments. Construction continued in a downstream direction for the entire length of UT
mainstem channel. All disturbed areas were covered with temporary and permanent seed and
straw before mobilizing to the next project area.
As construction continued downstream along UT1, reach 1 (station 10 +46- 22 +94), reach 2
(station 22 +94- 33 +63), and reach 3 (station 33 +63- 53 +03) were built in succession per the
approved design plans. In- stream structures varied slightly from the design plans along all of
UT1 due to the lack of available onsite material (for rootwads) or in areas where bedrock was
encountered. Brush mattresses were substituted for rootwads in areas where rootwads were not
available. Seeding, mulching, and coir matting where used in areas where bedrock was
MICHAEL BAKER ENGINEERING, INC.
BIG CEDAR CREEK MITIGATION PLAN AND AS -BUILT BASELINE REPORT
JULY 2009 - MONITORING YEAR 0 OF 5

encountered and structures could not be installed. Constructed riffles on reaches 1 and 2 were
built out of a well graded mix of on -site alluvium and quarried Class 1, 2, and A stone. Riffles
were constructed entirely with on -site alluvium on reaches 3 and 4. Three ephemeral pools
where constructed along reach 1 to generate extra material necessary to backfill the existing
channel and grade the floodplain. All disturbed areas were covered with temporary and
permanent seed and straw before mobilizing to the next project area.
- - Construction activities were halted on reach 3 at station 40 +00 in early May 2008 due to review
of a Conditional Letter of Map Revision (CLOMR) by the Federal Emergency Management
Agency (FEMA). The contractor subsequently demobilized from the site. No construction
occurred between early May 2008 and late August 2008.
On August 24, 2008 Reiser and River Works, Inc. mobilized construction equipment on UT1
and Big Cedar Creek respectively. Reiser resumed work on UT1 reach 3 starting at station
40 +00 and continued constructing the channel downstream. Construction of UT reach 4
(station 53 +03 - 63 +52) followed the completion of UT1 reach 3. Reiser finalized construction
on UT1 in September 2008. In- stream structures and pattern alignments are shown on the as-
built plan sheets within Appendix D.
River Works started site preparation on Big Cedar Creek and UT2 by installing a temporary
rock check dam at station 60 +00 on Big Cedar. Two temporary stream crossings were
established at station 34 +50 and 60 +40 on Big Cedar Creek. Staging areas, haul roads, and
stockpile areas were established. Silt fencing was installed between stockpiles and along the
active channel to prevent erosion of sediment into the channel. Clearing, grubbing, and
harvesting of root wads along Big Cedar and UT2 followed. Materials were stockpiled as
needed for the initial stages of construction.
Three crews were staged on Big Cedar Creek. One crew started construction of UT2 (station
10 +00 - 16 +09) and then proceeded onto Big Cedar Creek reach 1 (station 10 +00 - 16 +03). A
second crew began construction on Big Cedar Creek reach 2 (station 16 +03 - 38 +92) and a
third began construction of Big Cedar Creek reach 3 (station 38 +92 - 57 +19). All offline
sections of the channels were constructed first. A pump- around operation was used in certain
sections of the project reaches where offline sections were tied back into the existing channel.
In- stream structures varied slightly from the design plans along UT2 and Big Cedar Creek due
to seasonality and in areas where bedrock was encountered. Because brush mattresses need to
be installed during the dormant season (November- March), rootwads were substituted for brush
mattresses in many areas along UT2 and Big Cedar during the summer construction months.
Seeding, mulching, and coir matting where used in areas where bedrock was encountered and
structures could not be installed. Riffles were constructed entirely of on -site alluvium on both
Big Cedar Creek and UT2. All disturbed areas were covered with temporary and permanent
seed and straw before mobilizing to the next project area.
After the completion of Big Cedar Creek reaches 1 through 3 and UT2, construction activities
continued on Big Cedar Creek reach 4 (station 57 +19 - 61 +29) and reach 6 (Sta. 67 +57 -
78 +03). A temporary rock dam was installed near station 77 +00 as construction crews worked
downstream simultaneously on each reach. Construction procedures and activities were
consistent with the upstream reaches. Enhancement activities on Big Cedar Creek reach 6
consisted of adding a log j -hook structure (station 68 +00), a rock cross vane (station 77 +25),
and bank stabilization (bank sloping and a geolift). Channel construction activities concluded
with the completion of Big Cedar Creek reach 4. All disturbed areas including the access
routes were covered with temporary and permanent seed and straw before demobilizing from
the site. Planting of bare roots and live stakes was completed in February 2009.
MICHAEL BAKER ENGINEERING, INC.
BIG CEDAR CREEK MITIGATION PLAN AND AS -BUILT BASELINE REPORT
JULY 2009 - MONITORING YEAR 0 OF 5

All riparian buffer areas within the project boundaries are a minimum of fifty feet from the top
of the stream bank and are protected in perpetuity by a conservation easement that totals 40.7
acres. High tensile woven wire fencing was installed along the left side and a portion of the
right side of Big Cedar Creek on reaches 1 -4, and on the left side of Big Cedar Creek on
reaches 5 and 6 as shown on the As -built Plan Sheets in Appendix D.
Slight changes to construction sequencing were made during construction to increase efficiency
during high flow periods, such as continuing to construct offline channel sections further
downstream and waiting to tie the channel back in until high flow conditions had abated. Other
on -site changes involved the location and selection of in- stream structures and bank
stabilization practices. Substitutions and/or omissions were made based on existing field
conditions and best professional judgment. These changes, along with the as -built cross -
sections and longitudinal profiles are documented in the attached as -built plan sheets in
Appendix D. The as -built stream lengths for the project areas total 12,786 LF as indicated in
Table 2 in Appendix A.
3.0 MONITORING PLAN
Channel stability, vegetation survival, and macroinvertebrate communities will be monitored on the project
site. Post - restoration monitoring will be conducted for five years following the completion of construction to
document project success.
3.1 Stream Monitoring
Geomorphic monitoring of restored stream reaches will be conducted for five years to evaluate the
effectiveness of the restoration practices. Monitored stream parameters include bankfull flows, stream
dimension (cross- sections), pattern and profile (longitudinal profile survey), and photographic documentation.
The methods used and any related success criteria are described below for each parameter. For monitoring
stream success criteria, 33 permanent cross - sections, 2 crest gauges, and 104 photo identification points were
established. The specific locations of these monitoring features are represented on the as -built plan sheets in
Appendix D.
3.1.1 Bankfull Events
The occurrence of bankfull events within the monitoring period will be documented by the use of
crest gauges and photographs on each project reach. Two crest gauges were installed on the
floodplain within 10 feet of the restored channel. The crest gauges will record the highest watermark
between site visits, and the gauge will be checked at each site visit to determine if a bankfull event
has occurred. Photographs will be used to document the occurrence of debris lines and sediment
deposition on the floodplain during monitoring site visits.
Two bankfull flow events must be documented at the crest gauge within the 5 -year monitoring period
The two bankfull events must occur in separate years; otherwise, the stream monitoring will continue
until two bankfull events have been documented in separate years.
3.1.2 Cross - sections
Thirty three permanent cross - sections were installed throughout the entire Site. Within each project
reach the distance interval between cross - sections was approximately equal to the combined length of
20 bankfull widths. An emphasis has been placed on riffle data collection because many of the
project design parameters are based on riffle dimensions. This is reflected in a higher ratio of riffle to
pool cross sections selected for monitoring. Each cross - section was marked on both banks with
MICHAEL BAKER ENGINEERING, INC.
BIG CEDAR CREEK MITIGATION PLAN AND AS -BUILT BASELINE REPORT
JULY 2009 - MONITORING YEAR 0 OF 5

permanent pins to establish the exact transect used. A common benchmark will be used for cross -
sections and consistently referenced to facilitate comparison of year -to -year data. The annual cross -
sectional survey will include points measured at all breaks in slope, including top of bank, bankfull,
inner berm, water surface, and thalweg, if the features are present.
There should be little change in as -built cross - sections. If changes do take place, they will be
evaluated to determine if they represent a movement toward a more unstable condition (e.g., down -
cutting or erosion) or a movement toward increased stability (e.g., settling, vegetative changes,
deposition along the banks, or decrease in width/depth ratio). Riffle cross - sections will be classified
using the Rosgen Stream Classification System, and all monitored cross - sections should fall within
the quantitative parameters defined for channels of the design stream type.
3.1.3 Pattern
Annual measurements taken for the plan view of the Site will include sinuosity and meander width
ratio. Radius of curvature measurements will be taken on newly constructed meanders for the first
year of monitoring only. Pattern measurements should show little adjustment over the five year
monitoring period. If adjustments to occur, they will be evaluated to ensure that the new
measurements fall within the quantitative parameters defined for channels of the design stream type.
3.1.4 Longitudinal Profile
A longitudinal profile will be completed annually during each year of the monitoring period. The
profile will be conducted for 3,331 LF of restored stream reaches where pattern has been adjusted.
The exact location of the annual longitudinal profile is marked on the As -built plan sheets in
Appendix D. Measurements will include thalweg, water surface, inner berm, bankfull, and top of low
bank. Each of these measurements will be taken at the head of each feature (e.g., riffle, run, pool,
glide) and at the maximum pool depth. The survey will be tied to a permanent benchmark.
The longitudinal profiles should show that the bedform features are remaining stable (i.e., they are not
aggrading or degrading). The pools should remain deep, with flat water surface slopes, and the riffles
should remain steeper and shallower than the pools. Bedforms observed should be consistent with
those observed for channels of the design stream type.
3.1.5 Bed Material Analysis
One substrate sample was taken at a constructed riffle on UT1 to show a general particle distribution
at the baseline condition. These data are provided in Appendix B. Six post- restoration pebble counts
will be performed on Big Cedar, six on UT I, and two on UT2. Pebble counts will be conducted
during post- restoration monitoring years 1, 3, and 5 at the time the cross sectional data is collected.
This data will be compared to known distributions from the existing conditions surveys. Results
should indicate either maintenance of seeded bed material or a progression towards previous
distributions.
3.1.6 Watershed Observations
As part of the post - construction monitoring following construction, any observed activities or changes
in the watershed will be noted and connections to onsite observations will be drawn, where
appropriate.
3.1.7 Photo Reference Sites
Photographs will be used to document restoration success visually. Reference stations will be
photographed after construction and for five years following construction. Reference photos will be
taken once a year, from a height of approximately five to six feet. Permanent markers will be
established to ensure that the same locations (and view directions) on the Site are monitored during
MICHAEL BAKER ENGINEERING, INC.
BIG CEDAR CREEK MITIGATION PLAN AND AS -BUILT BASELINE REPORT
JULY 2009 - MONITORING YEAR 0 OF 5

each monitoring period. Photographs taken at cross sections are provided in Appendix B, while
structure photographs are shown in Appendix E.
3.1.7.1 Lateral Reference Photos
Reference photo transects will be taken at each permanent cross - section. Photographs will be
taken of both banks at each cross - section. The survey tape will be centered in the photographs of
the bank. The water line will be located in the lower edge of the frame, and as much of the bank
as possible will be included in each photo. Photographers will make an effort to consistently
document the same view in each photo point over time.
3.1.7.2 Structure Photos
Photographs will be taken at grade control structures along the restored streams. Photographers
will make every effort to consistently document the same area in each photo point over time.
Photographs will be used to evaluate channel aggradation or degradation, bank erosion, success
of riparian vegetation, and effectiveness of erosion control measures subjectively. Lateral photos
should not indicate excessive erosion or continuing degradation of the banks. A series of photos
over time should indicate successive maturation of riparian vegetation. The position of each
structure photo point is located on the as -built plan sheets in Appendix D.
3.2 Vegetation Monitoring
Successful restoration of the vegetation on a mitigation site is dependent upon hydrologic restoration, active
planting of preferred canopy species, and volunteer regeneration of the native plant community. In order to
determine if the criteria are achieved, twenty -three vegetation monitoring quadrants were installed across the
Site as directed by EEP monitoring guidance. The number of quadrants required is based on the plot number
spreadsheet (07312006 -2) provided by NCEEP that captures approximately five percent of the total
conservation easement. The sizes of individual quadrants are 100 square meters for woody tree species.
Vegetation monitoring will occur in the fall, prior to the loss of leaves. Individual quadrant data will be
provided and will include species composition, density, and survivability. Individual seedlings will be
marked to ensure that they can be found in subsequent monitoring years. Mortality will be determined from
the difference between the previous year's living, planted seedlings and the current year's living, planted
seedlings.
At the end of the first growing season, species composition, density, and survival will be evaluated. For each
subsequent year, until the final success criteria are met, the Site will be evaluated between June and
November.
The interim measure of vegetative success for the Site will be the survival of at least 320, three- year -old,
planted trees per acre at the end of Year 3 of the monitoring period. The final vegetative success criterion will
be the survival of 260, five -year old, planted trees per acre at the end of Year 5 of the monitoring period.
While measuring species density is the current accepted methodology for evaluating vegetation success on
restoration projects, species density alone may be inadequate for assessing plant community health. For this
reason, the vegetation monitoring plan will incorporate the evaluation of additional plant community indices
to assess overall vegetative success.
Herbaceous vegetation, primarily native grasses, were planted at the site shall have at least 80 percent
coverage of the seeded/planted area. Any herbaceous vegetation not meeting these criteria shall be replanted.
At a minimum, at all times ground cover at the project site shall be in compliance with the North Carolina -
Erosion and Sedimentation Control Ordinance.
MICHAEL BAKER ENGINEERING, INC.
BIG CEDAR CREEK MITIGATION PLAN AND AS -BUILT BASELINE REPORT
JULY 2009 - MONITORING YEAR 0 OF 5

3.3 Biological Monitoring
Benthic macroinvertebrates can be used to assess quantity and quality of life in the creek. In particular,
specimens belonging to the insect orders Ephemeroptera (mayflies), Plecoptera (stoneflies) and Trichoptera
(caddisflies) are useful as an index of water quality. These groups are generally the least tolerant to water
pollution and therefore are very useful indicators of water quality. Sampling for these three orders is referred
to as EPT sampling. Because of the importance of biological success of a stream restoration project, benthic
macroinvertebrate sampling will be conducted for post- restoration years 1, 3, and 5 on the Site.
Pre - construction monitoring was conducted at three sites within the project limits and at one upstream
reference site in September 2006 (Figure 3). The results of this sampling event will be used as a baseline for
comparison of post restoration monitoring results. Post restoration monitoring sites shall be located in the
same general vicinity as the pre restoration monitoring sites. In general, post restoration monitoring results
should show trends towards biological distributions similar to that observed at the reference site.
The sampling methodology shall follow the Qual 4 method listed in North Carolina Division of Water
Quality's (NCDWQ) Standard Operating Procedures for Benthic Macroinvertebrates (2006). Laboratory
identification of collected species will be conducted by a lab properly certified by NCDWQ.
3.4 Maintenance and Contingency Plan
Maintenance requirements vary from site to site and are generally driven by the following conditions:
• Projects without established, woody floodplain vegetation are more susceptible to erosion from floods
than those with a mature, hardwood forest.
• Projects with sandy, non - cohesive soils are more prone to short-term bank erosion than cohesive soils
or soils with high gravel and cobble content.
• Alluvial valley channels with wide floodplains are less vulnerable than confined channels.
• Wet weather during construction can make accurate channel and floodplain excavations difficult.
• Extreme and/or frequent flooding can cause floodplain and channel erosion.
• Extreme hot, cold, wet, or dry weather during and after construction can limit vegetation growth,
particularly temporary and permanent seed.
• The presence and aggressiveness of invasive species can affect the extent to which a native buffer can
be established.
• The presence of beaver can affect vegetation survivability and stream function.
Maintenance issues and recommended remediation measures will be detailed and documented in the
monitoring reports. Factors that may have caused any maintenance needs, including any of the conditions
listed above, shall be discussed. NCEEP approval will be obtained prior to any remedial action.
4.0 MONITORING RESULTS — 2009 AS -BUILT DATA
The five -year monitoring plan for the Site includes criteria to evaluate the success of the vegetation and
stream components of the project. The specific locations of vegetation plots, permanent cross - sections, and
the crest gauges are shown on the as -built plan sheets. Photo points, located at each of the grade control
structures along the restored stream channel, are also located on the as -built plan sheets in Appendix D.
MICHAEL BAKER ENGINEERING, INC.
BIG CEDAR CREEK MITIGATION PLAN AND AS -BUILT BASELINE REPORT
JULY 2009 - MONITORING YEAR 0 OF 5

4.1 Stream Data
For monitoring stream success criteria, 33 permanent cross - sections, 2 crest gauges, and 104 photo
identification points were installed on the Site. The permanent cross - sections will be used to monitor channel
dimension and bank stability over time. The crest gauges will be used to document the occurrence of bankfull
events. In addition, a longitudinal survey was completed for the restored stream channels to provide a base-
line for evaluating changes in bed conditions over time. The longitudinal profile included the elevations of all
grade control structures. The as -built permanent cross - sections (with photos) and as -built longitudinal data as
well as the quantitative pre - construction, reference reach, and design data used to determine restoration
approach are provided in Appendix B. The locations of the permanent cross - sections and the crest gauges are
shown on the as -built plan sheets in Appendix D. Photographs are provided in Appendix E.
4.1.1 Results and Discussion
No results were available at the submittal of this report. As -built data will be compared with first
year monitoring data in the Year 1 Monitoring Report, scheduled for submittal to NCEEP during
December 2009.
4.2 Vegetation Data
Bare -root trees and shrubs were planted within all areas of the conservation easement. A minimum 30 -foot
buffer was established along all restored stream reaches. In general, bare -root vegetation was planted at a
target density of 680 stems per acre, in an 8 -foot by 8 -foot grid pattern. Planting of bare -root trees and shrubs
were completed in February 2009. Species planted are summarized in Tables 8 and 9.
The restoration plan for the Site specifies that the number of quadrants required is based on the CVS -NCEEP
monitoring guidance. The number of quadrants required was determined using the plot number spreadsheet
(07312006 -2) provided by NCEEP that captures five percent of the total conservation easement. The sizes of
individual quadrants are 100 square meters. A total of 23 vegetation plots, each 10 meters by 10 meters in
size, were established across the restored site. The initial planted density within each of the vegetation
monitoring plots is given in Table 5. The average density of planted bare root stems, based on the data from
the 23 monitoring plots, is 892 stems per acre. The locations of the vegetation plots are shown on the as -built
plan sheets in Appendix 3.
4.2.1 Results and Discussion
No results were available at the submittal of this report. Vegetation survival will be compared with
first year monitoring data in the Year 1 Monitoring Report, scheduled for submittal to NCEEP during
December 2009.
4.3 Areas of Concern
No areas of concern have been identified during the first months following completion of the project.
MICHAEL BAKER ENGINEERING, INC. 10
BIG CEDAR CREEK MITIGATION PLAN AND AS -BUILT BASELINE REPORT
JULY 2009 - MONITORING YEAR 0 OF 5

5.0 REFERENCES
Lee, M., Peet R., Roberts, S., Wentworth, T. CVS -NCEEP Protocol for Recording Vegetation, Version 4. 1,
2007.
North Carolina Division of Water Quality (NCDWQ). 2001. Interim, Internal Technical Guide:
Benthic Macroinvertebrate Monitoring Protocols for Compensatory Stream Restoration
Projects.
North Carolina Division of Water Quality (NCDWQ). 2006. Standard Operating Procedures for
Benthic Macroinvertebrates.
Rosgen, D. L. 1994. A Classification of Natural Rivers. Catena 22:169 -199.
Rosgen, D.L., 1996. Applied River Morphology. Wildland Hydrology Books, Pagosa Springs, Colo.
Schafale, Michael P. and Alan S. Weakley. 1990. Classification of the Natural Communities of North
Carolina. North Carolina Heritage Program, Raleigh, NC.
US Army Corps of Engineers, Wetland Research Program (WRP), 1997. Technical Note VN- RS -4.1.
US Army Corps of Engineers, WRP, July 2000. Technical Notes ERDC TN- WRAP- 00 -02.
US Army Corps of Engineers, 2003. Stream Mitigation Guidelines. Prepared with cooperation from US
Environmental Protection Agency, NC Wildlife Resources Commission, and the NC Division of Water
Quality. www.saw.usace. army .mil /wetiands/Mitigation/stream mitigation.html
MICHAEL BAKER ENGINEERING, INC. 11
BIG CEDAR CREEK MITIGATION PLAN AND AS -BUILT BASELINE REPORT
JULY 2009 - MONITORING YEAR 0 OF 5

Appendix A
General Tables and Figures
Vicinity Map
Project Components Map
Benthic Macroinvertebrate Sampling Map
Tables 1 - 5

To visit the site, take Highway 52 for approximately ten miles south,
turn right onto Mount Zion Church Road (1.25 miles south of the
Town of Norwood). Follow Mount Zion Church Road for
approximately 0.5 mile west to the intersection of Mount Zion Road
and Big Cedar Creek. UT1, UT2, and the upstream reaches of Big
Cedar Creek can be accessed from the farm road on the north side
of Mount Zion Church Road, approximately 0.25 miles east of the
intersection of the railroad and Mount Zion Church road. Reach 5
and 6 of Big Cedar Creek can be accessed from a farm field
approximately 0.1 mile west of the intersection of the railroad and
Mount Zion Church road.
The subject project site is an environmental restoration site of the
NCDENR Ecosystem Enhancement Program (EEP) and is
encompassed by a recorded conservation easement, but is
bordered by land under private ownership. Accessing the site may
require traversing areas near or along the easement boundary and
therefore access by the general public is not permitted. Acess by
authorized personnel of state and federal agencies or their
designees /contractors involved in the development, oversight and
stewardship of the restoration site is permitted within the terms and
timeframes of their defined roles. Any intended site vistation or
activity by any person outside of these previously sanctioned roles
and activities requires prior coordination with EEP
a
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Map Inset Figure 1: Vicinity Map
?-IT - LEGEND Big Cedar Creek
USGS Hydrologic Unit Stream Restoration Project
- Mitigation Plan
+� NCDWQ Sub -basin Stanly County, NC
Sternly county, NC Counties
a� merit - .
•
PROGRAM ,
1EEP Project No.: D06054 -D ° 2 4 i lies ©

AV
-1
f,
Figure 2: Restoration Summary &
Recorded Conservation Easement
; LEGEND Big Cedar Creek
Prcscatim Parcels Stream Restoration Project
-9 Mitigation Plan
'r I Enhancement Conservation Easement Mitigation
County, NC
ATicosvem
laoll Melit
VICOUICAM 0 400 800
EEP Project No. D06054-D7 nmmg==� Feet

Table 1
Rc,tomhan and Mitigmion Components
Site
1-1 n
Stanley County, NC (uc figure 1), approximately ten mrien
,ouch of the City of Albemarle, NC
USGS I lydm Unit
3040105060080
NCDWQ Sub -basin
03/07/14
Contra,[ Mitigation Units
11,640 SMU
Slmam
Reach
lam tin
Channel Condition and Streann'INpi,
Drainage Ama
Big Cedar Creek - Rcaeh 1
3501-1
Channchred & muud, 6411
- -
Big Cedar Creek - Rcaeh 2
1,016 LF
Channchred & ne-cf, 134/1,
-
Blg Cedar Creek - Reach 3
2,046 1,1
Channchred & nwncd, C4 /1
33
Big ( cdar ( reek - Rcaeh 4
976 LP
Channchred & muud, C4 /1
- -
Ihg Cedar Ureek- Rca,h5
5341 I�
Stahle& qua—equilibrium, 1331Ic
-
Big ('cdar Creek - Rcaeh 6
904 LF
In—d & a • radn , F3 /I
U 11 - Reach 1
1,998111'
Channelved & muud, C4 /1
9
U I 1 - Reach 2
759 LI•
Ch nnelited & muud, 1-4 /1
9
U I 1 - Rcaeh 3
1,518 1.1
Ch,mnclvcd & muud, C4 11
IS no
U 11 - Reach 4
935 LP
Channelved & mcr,ed, C-1 /1
U12
62i LF
Channelved & muud, G4
0 55 mu'
Total
11,661 LF
4.71 nd
Stream
Reach
Re4orition /1•:nhamement T, pc
Length (LF•)
Big Cedar Creck - Reach I
Re,lomnon - Prouty Isvcl 11 approaLli
573
Bi • Cedar Creek - Rcaeh 2
Re+lormon - front • lxvel l approali
2.1'M
iii. Cedar Creek - Reach 3
Re,trmamn- priority lxvel lapproach
1,809
Big Cedar Creek - Rcd,h4
Re,bva0nn- Priority I-cl list r,nh
400
Big Cedar Creek - Rc.u.h 5
Pre,crvamon
435
Iii • ( cdar Creek - Reach 6
1:6,aeemem - Level H,tPPoIaLh
969
• I I- Itcach 1
Re,torehon - prmrt Level I appro.o.1i
1;235
Re,tnmuun - I'nom Level 1 a ach
973
Re,tormun - I'rumty Ixvcl 1 st awh
1,899
Re,tormon - Pnonty Izvel I and Ech,meemenl 11 a washes
993
=12
I'reur at a
162
Rc,torannn - priorit I evel I& I I n r oche,
605
Re,torulion /Knhancement T*ype
tan'th [LF)
S
Big Cedar Creek - Reach I
licaurnum- I'nonl • Luvcl II a r rsh
603
611
ll.g Cedar Creek - R,-h 2
Re,fmmnon- Priority Icvcl I a nth
2,219
2239
Big Cedar Creek - Reach 3
Re,t rawo - Pnonb• Level I a r ash
1,827
19827
Big Cedar Creek - Reach 4
Re,boamm- Priority lxvel ll approa,h
410
410
Big Cedar Creek - R,ach5
Restornum - I'reurvatwn
378
76
13ig(717 ( reek- Rcnch6
Pnhn,ement -Ixvel 11a rash
1,046
418
U I I - Rcaeh I
Restoration - Priorty Level I i ro-h
1,248
1;248
U I I- Itcach 2
Re,lonmon- Pr otty l.cecl I a r ach
1,016
1,016
U I I- Remh 3
Re,toranon- priority 1-1 l a r -h
L885
1,885
UI I - Reach 4
Restoration - Prionty Ixvcl I & If a m:ahe,
996
996
Pnhamemenl 11
125
if
U I?
Prew—n o
161
32
R,,tonnrn- Priorit Level I & 11 a r ache+
609
609
Addtional'rribuluric,
Rcsloran(in /linhan,cment'Fv
langth (.F)
ISMU
U 13 to Bi.('cdar Creek
R- I,otwn- 1'norty Level Ia ,ach
73
171
Rc,Oanuon- I'nurn Isvclla mach
ri5
85
Iic,lortton - 1' noniv Isvel I , ach
i4
34
Retortion- Priority I -cvcl I a r ach
78
78
11813
11,679
WHufferALreage
,reage
ffer Acrae -407AC
Nutrient, sediment, and erosion reduuum, urcrea,ed dissolved oxygen wnwntrauon+an Mutant retention, ire n ved stream hmk ,tab.lty
Water Quartnv /Iluod Attenuation
In,rea,ed water +bmoge /hood control, reduced down,treem hooding by rewnnecting stream
with it% IloodpLun, improved gr undwnler recharge, unproved /resiord hydrologic
cunt+
Aquan, and Fcrc,trial I Iabital
Impnoed substrate and n- stream Lover, addition of large woody debt,, reduced water
tom •rider.• by m,reasm +hadn', re,to,m of terre,lral htbtm, Ire roved aethit-
Smxe„ Criteria
Suc,c,s Is measured with permanent ,rox- sedans, vegetation plot,, ,rest gouges, .red a
longdudmal profile conducted annually fora period of lire year, Additionally, photograph,
will he uud to ev,duate ,hntmel aggmdamm or degr,Wauun, link erosion, npanan vegetalwt
and c lcurven- if erosion enntral measure,
Methodology
Cra„ -u tun and Iongtudmal profile are surveyed annually and tied to a,ommon hemlona
along all m,uhes Crest gauges (2) will mummr flooding frequency during post- restoration
umdmon+ Iech tree planted within the I(N)-,quuo-mcler vegetation plot, are Ilagged:nd
ohnttied.
Rcmcdlal Avon
INIA

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Table 3. Proiect Activitv and Reoortina History
Big Cedar Creek Restoration Site: Project No. D06054 -D
Data Collection Actual Completion
Activity or Report Scheduled Completion Complete or Delivery
Restoration Plan Prepared
N/A
N/A
Jul -07
Restoration Plan Amended
N/A
N/A
Jul -07
Restoration Plan Approved
Mar -07
N/A
Jul -07
Final Design — (at least 90% complete)
N/A
N/A
Jun -07
Construction Begins
Oct -07
N/A
Nov -07
Temporary S &E mix applied to entire project area
NA
N/A
Dec -08
Permanent seed mix applied to entire project area
Dec -07
N/A
Dec -08
Planting of live stakes
Dec -07
N/A
Feb -09
Planting of bare root trees
Dec -07
N/A
Feb -09
End of Construction
Dec -07
N/A
Feb -09
Survey of As -built conditions (Year 0 Monitoring - baseline)
May -09
Feb -09
May -09
Year l Monitoring
Scheduled Dec -09
Scheduled Nov -09
N/A
Year 2 Monitoring
Scheduled Dec -10
Scheduled Nov -10
N/A
Year 3 Monitoring
i Scheduled Dec -t 1
Scheduled Nov -11
N/A
Year 4 Monitoring
Scheduled Dec -12
Scheduled Nov -12
N/A
Year 5 Monitoring
Scheduled Dec -13
Scheduled Nov -13
N/A

Table 4. Project Contact Table
Big Cedar Creek Restoration Site: Project No. D06054 -D
Designer
1447 South Tryon Street, Suite 200
Michael Baker Engineering, Inc.
Charlotte, NC 28203
Contact:
Christine Miller, Tel. 704 - 319 -7898
Construction Contractor
River Works, Inc.
8000 Regency Parkway, Suite 200
Cary, NC 27518
Contact:
Will Pedersen, Tel. 919 - 459 -9001
Planting Contractor
8000 Regency Parkway, Suite 200
River Works, Inc.
Cary, NC 27518
Contact:
Will Pedersen, Tel. 919 - 459 -9001
Seeding Contractor
8000 Regency Parkway, Suite 200
River Works, Inc.
Cary, NC 27518
Contact:
Will Pedersen, Tel. 919 - 459 -9001
Seed Mix Sources
Mellow Marsh Farm, 919 - 742 -1200
Nursery Stock Suppliers
International Paper, 1 -888- 888 -7159
Monitoring Performers
1447 South Tryon Street, Suite 200
Michael Baker Engineering, Inc.
Charlotte, NC 28203
Stream Monitoring Point of Contact:
Ian Eckardt, Tel. 704 - 334 -4454
Vegetation Monitoring Point of Contact:
Ian Eckardt, Tel. 704 - 334 -4455

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Appendix B
Morphological Summary Data
Cross - section Plots
Profile Plots
Tables 6 & 7
Sediment Data

Permanent Cross Section X1
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Stream
BKF
Max BKF
Feature
Type
BKF Area
BKF Width
I Depth
Depth
W/D
BH Ratio
ER
BKF Elev
TOB Elev
Riffle
E 1
37.1
19.61
1.89
2.72
10.37
1
3.3
240.8
240.8
X1 Riffle
244
o............ ...............................
----- ............. o
243
242
c
a 241
.......................
i
w 240
239
238
237
95
105 115 125 135
145 155 165
Station
o - - Bankfull - o - • Floodprone

Permanent Cross Section X2
(As -built Data - collected February 2009)
Looking at the Lett Bank
Looking at the Right Bank
Stream
BKF
Max BKF
Feature
Type
BKF Area
BKF Width
I Depth
Depth
W/D
BH Ratio
ER
BKF Elev
TOB Elev
Pool
50.1
28.03
1.79
3.85
1 15.67
1
240.6
240.6
X2 Pool
245
0 -----------------------------------------------------------------------------------
o
244
243
242
241
......................
.......
W 240
239
238
237
236
95
105 115 125
135 145 155
165 175
Station - - o - - Bankfull • o • Floodprone

Permanent Cross Section X3
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Stream
BKF
Max BKF
Feature
Type
BKF Area
BKF Width
Depth
Depth
W/D
BH Ratio
ER
BKF Elev
TOB Elev
Riffle
E
63.1
25.67
2.46
3.86
1 10.44
1
3
239.88
239.88
X3 Riffle
246
244
O
O
242
e
0
240
W
238
236
234
95 105 115 125 135 145
155 165 175
Station
o - - Bankfull o Floodprone

Permanent Cross Section X4
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Stream
BKF
Max BKF
Feature
Type
BKF Area
BKF Width
I Depth
Depth
W/D
I BH Ratio
I ER
BKF Elev
TOB Elev
Pool
74.3
32.98
2.25
5.52
1 14.64
1
236.27
236.27
X4 Pool
244
242
0-•---• .................................................
..............................p
240
a 238
A
w 236
234
232
230
95
105 115 125 135 145
155 165
175 185
Station
o - - Bankfull
e - Floodprone

Permanent Cross Section X5
(As -built Data - collected February 2009)
Looking at the Lett Bank
Looking at the Right Bank
Stream
BKF
Max BKF
Feature
Ty e
BKF Area
BKF Width
I Depth
Depth
W/D
BH Ratio
ER
BKF Elev
TOB Elev
Riffle
E
49.7
22.49
2.21
3.29
1 10.17
1
3.3
236.22
236.22
X5 Riffle
240
o---------------------------------------------------------------------
------p
239
238
C 237
0
236
m
w
235
234
233
232
95
105 115 125 135 145
155 165
175 185
Station
- - o - - Bankfull
o - Floodprone

Permanent Cross Section X6
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Stream
BKF
Max BKF
Feature
Type
BKF Area
BKF Width
Depth
Depth
W/D
Bli Ratio
ER
BKF Elev
TOB Elev
Pool
88.2
34.79
2.54
5.53
13.72
1
233.34
233.34
X6 Pool
240
238
236
c 234
...................
w 232
230
228
226
95
105 115 125 135 145
155 165 175 185
Station F-0
• • Bankfull o . - Floodprone

Permanent Cross Section X7
(As -built Data - collected May 2009)
Looking at the Left Bank (February 2009)
Looking at the Right Bank (February 2009)
Feature
Stream
Type
BKF Area
BKF Width
BKF
Depth
Max BKF
Depth
W/D
BH Ratio
ER
BKF Elev
TOB Elev
Riffle
E
55.6
22.25
2.5
3.94
1 8.91
1
3.4
232.97
232.97
238
236
c
R
234
m 232
W
230
228
X7 Riffle
o---------------------------------------------------------- - - - - --
95 105 115 125 135 145 155 165 175 185
Station - - o - • Bankfull - - o - - Floodprone

Permanent Cross Section X8
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Stream
BKF
Max BKF
Feature
Type
BKF Area
I BKF Width
I Depth
Depth
W/D
BH Ratio
ER
BKF Elev
TOB Elev
Pool
96.4
38.83
2.48
5.42
1 15.63
1
228.17
228.18
X8 Pool
236
234
232
0 230
s
W228
...................................
226
224
222
95 105 115 125 135
145 155 165 175 185 195
Station .. O - • Bankfull -, <>,, Floodprone

Permanent Cross Section X9
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Stream
BKF
Max BKF
I
Feature
I Type
BKF Area
I BKF Width
Depth
Depth
I W/D
I BH Ratio
I ER
I BKF Elev
TOB Elev
Riffle
E
50.1
23.11
2.17
3.06
1 10.67
1
3.4
227.75
1 227.75
X9 Riffle
232
231
0
----- -- •-- -•-- -• --• - -- o
230
C 229
0
a
228
ww
227
226
225
224
95 105 115 125
135 145 155 165 175
Station o Bankfull o - . Floodprone

Permanent Cross Section X10
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Stream
BKF
Max BKF
Feature
Type
IBKFArea
BKF Width
Depth
Depth
W/D
BH Ratio
ER
BKF Elev
TOB Elev
Riffle
E
51.8
24.64
2.1
3.11
11.73
1
3.2
225.25
1 225.25
X10 Riffle
229
o-•-------------••••--•-•--------------•-------------
---- ------ •---- ---------- - - - - -- o
228
227
226
0
225
m
w
224
223
222
221
95
105 115 125
135 145 155 165 175
Station - - o • . Bankfull o • • Floodprone

Permanent Cross Section X11
(As -built Data - collected May 2009)
Looking at the Left Bank (February 2009)
Looking at the Right Bank (February 2009)
Feature
Stream
Type
BKF Area
BKF Width
I BKF
Depth
Max BKF
Depth
W(D
BH Ratio
ER
BKF Elev
TOB Elev
Riffle
E
63.2
24.97
2.53
3.84
9.86
1
3.3
220.66
220.66
X11 Riffle
226 - -- - -- —
224 0.... 0
c
0 222
m 220
w
218
216
95 105 115 125 135 145 155 165 175 185 195
Station o • Bankfull o - - Floodprone

Permanent Cross Section X12
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Feature I
Stream
voe IBKF Area I BKF Width I Depth I Max I W/D I BH Ratio I ER I BKF Elev I TOB Elev
219.688
c 217.266
m
W 214.844
212.422
210 +-
95
216 1 216
X12 Pool
o-------------------------------------------------------------- -•----- ---- - - - - - o
105 115 125 135 145 155 165 175 185 195
Station - - o - - Bankfull - - o - - Floodprone

Permanent Cross Section X13
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Stream
BKF
Max BKF
Feature
T e
JBKFArea
BKF Width
Depth
Depth
W/D
BH Ratio
ER
BKF Elev
TOB Elev
Riffle
C
58.3
27.49
2.12
3.15
1 12.97
1
2.9
214.76
214.76
X13 Riffle
219
218
0----------------------------------------------------
--------------- ----- ----------o
217
C 216
0
215
•
W
214
213
212
211
95
105 115 125 135 145
155 165 175 185
Station
o - . Bankfull - - o - - Floodprone

Permanent Cross Section X14
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Stream
BKF
Max BKF
Feature
Type
BKF Area
BKF Width
I Depth
Depth
W/D
BH Ratio
ER
BKF Elev
TOB Elev
Riffle
C
15.2
14.67
1.03
1.71
14.2
1
3.8
274.36
274.36
X14 Riffle
276.5
276
0-----------------------------------
---------- ------ ---------- - ---- ---------- -o
275.5
275
c
y 274.5
A...................
W 274
273.5
273
272.5
272
95
105 115 125 135
145 155
Station
. - o - - Bankfull - - o - - Floodprone

Permanent Cross Section X15
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Feature
Stream
I Type
BKF Area
I BKF Width
I BKF
Depth
Max BKF
Depth
W/D
BH Ratio
I ER
I BKF Elev
I TOB Elev
Pool
1
1 41.6
1 33.37
1.25
3.3
1 26.75
1
1
1 274.39
1 274.41
X15 Pool
279
278
277
276
c
275
m 274
W
273
272
271
270
95 105 115 125 135 145 155 165
Station . - O - - Bankfull • - o . • Floodprone

Permanent Cross Section X16
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Stream
BKF
Max BKF
Feature
Type
BKF Area
BKF Width
Depth
Depth
W/D
BH Ratio
ER
BKF Elev
TOB Elev
Riffle
E
15.2
11.6
1.31
2.11
8.83
1
4.2
272.75
272.75
X16 Riffle
276
275
0
0
274
c
0
> 273
m....
..............
W
272
271
270
95 105 115
125
135 145
Station
.. o • - Bankfull o Floodprone

Permanent Cross Section X17
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Stream
BKF
Max BKF
Feature
I Type
BKF Area
BKF Width
Depth
Depth
W/D
BH Ratio
I ER
BKF Elev
TOB Elev
Pool
31.6 1
24.31
1 1.3
2.86
1 18.67
1
270.45
270.45
X17 Pool
274
p-----------------------------------------
------------------------------0
273
272
0 271
V
m
ur 270
269
268
267
95 105 115 125
135 145 155
Station
- . o - - Bankfull - - o - - Floodprone

Permanent Cross Section X18
(As -built Data - collected February 2009)
Looking at the Lett Bank
Looking at the Right Bank
Stream
BKF
Max BKF
Feature
Type
BKF Area
BKF Width
Depth
Depth
W/D
BH Ratio
ER
BKF Elev
TOB Elev
Riffle
C
14.2
13.24
1.07
1.8
12.34
1
4
268.04
268.04
X18 Riffle
270.5
270
269.5
269
e
268.5
m
w 268
267.5
267
266.5
266
95
105 115
125
135
145 155
Station o - BankfuI1 o - - Floodprone

Permanent Cross Section X19
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Stream
BKF
Max BKF
I
I
I
I
Feature
Type
IBKFArea
BKF Width
Depth
Depth
W/D
BH Ratio
ER
BKF Elev
TOB Elev
Riffle
C
1 14.5
13.4
1.08
1.83
1 12.37
1 1
1 4.2
1 263.77
263.77
X19 Riffle
266
265.5
�'---•-•• ............................... .••-- •--.....__.....__......._. p
265
264.5
C 264
o..
..............
263.5
•
W 263
262.5
262
261.5
261
95 105 115 125
135 145 155
Station - - o - - Bankfull - o Floodprone

Permanent Cross Section X20
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Stream
BKF
Max BKF
Feature
Type
BKF Area
BKF Width
I Depth
Depth
I W/D
BH Ratio
I ER
I BKF Elev
TOB Elev
1
Pool
26.7
1 21.19
1 1.26
2.84
1 16.83
1
1
260.65
260.65
X20 Pool
264
o-------------------------------------------------------------------
- - - - -o
263
262
c
261
A•
---------------------
W 260
259
258
257
95 105 115 125 135
145 155 165
Station
o - • Bankfull - - o - - Floodprone

Permanent Cross Section X21
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Stream
BKF
Max BKF
Feature
Type
BKF Area
IBKFWidth
I Depth
Depth
W/D
I BH Ratio
ER
BKF Elev
TOB Elev
Riffle
C
17.9
1 15.87
1 1.13
1.93
1 14.04
1
3.7
260.25
260.25
X21 Riffle
262.5
O••------------------------------------
-------------- ----------------0
262
261.5
261
260.5
w 260
259.5
259
258.5
258
95
105 115 125
135 145 155 165
Station • - o - - Bankfull o - Floodprone

Permanent Cross Section X22
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Stream
BKF
Max BKF
Feature
Type
BKF Area
BKF Width
Depth
Depth
W/D
BH Ratio
ER
BKF Elev
TOB Elev
Riffle
C
16.3
1 14.05
1 1.16
1.8
1 12.08
1
4.3
1 254.26
254.26
X22 Riffle
256.5
256
p---------------------------------------
-------------------------------0
255.5
255
C
a 254.5
w 254
253.5
253
252.5
252
95
105 115 125
135 145 155 165
Station o - - Bankfull - - o - - Floodprone

Permanent Cross Section X23
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Stream
BKF
Max BKF
I
I
Feature
I Type
BKF Area
BKF Width
Depth
Depth
I W/D
BH Ratio
ER
BKF Elev
TOB Elev
Pool
33.3
1 21.82
1 1.53
3.01
1 14.31
1
250.05
1 250.05
X23 Pool
254
253
0-----------------------------------------
------------------------------p
252
251
C
0
a
� 250
-•--- ---
---- --- -- -----•
m
w
249
248
247
246
95 105 115 125
135
145 155 165
Station
- - o - - Bankfull - - o Floodprone

Permanent Cross Section X24
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Stream
BKF
Max BKF
I
I
Feature I
Type
BKF Area
BKF Width
Depth
Depth
W/D
BH Ratio
ER
BKF Elev
TOB Elev
Riffle
C
17.9
1 15.07
1 1.19
1.72
12.67
1
1 3.8
1 248.07
248.07
X24 Riffle
250
o-----------------------------------------------------------------
- - - - -- o
249.5
249
248.5
c
0
248
W
247.5
247
246.5
246
95
105 115 125
135 145 155
Station • - o - • Bankfull o Floodprone

Permanent Cross Section X25
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Stream
BKF
Max BKF
I
Feature I
Type
BKF Area
BKF Width
I Depth
Depth
W/D
I BH Ratio
ER
BKF Elev
TOB Elev
Riffle
C
17.8
1 15.26
1 1.17
1.83
1 13.1
1
3.7
1 239.68
239.68
X25 Riffle
242
241.5
0------------------------------------------
-----------------------------0
241
240.5
e
240
A
w 239.5
239
238.5
238
237.5
95
105 115 125
135 145 155
Station • - o - - Bankfull o Floodprone

Permanent Cross Section X26
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Stream
BKF
Max BKF
I
I
Feature
Type
IBKFArea
BKF Width
Depth
Depth
W/D
I BH Ratio
ER
BKF Elev
TOB Elev
Riffle
C
20.9
16.24
1.29
2.16
1 12.59
1
3.6
236.96
236.96
X26 Riffle
240
239
p...........
0
238
e
0
a
237
....................
W
236
235
234
95 105 115 125
135 145 155
Station
. - o . - Bankfull o - - Floodprone

Permanent Cross Section X27
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Stream
BKF
Max BKF
I
Feature
Type
BKF Area
BKF Width
Depth
Depth
W/D
I BH Ratio
I ER
I BKF Elev
TOB Elev
Pool
32.5
24.3
1 1.34
2.96
18.14
1
235.22
235.22
X27 Pool
239
238
0---• .......................•-••--•--•--•-
••---•---•-----
-----......-•--O
237
236
C
0
235
U1
U1
234
233
232
231
95 105 115 125
135
145 155 165
Station . • o - • BanMll - - o Floodprone

Permanent Cross Section X28
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Stream
BKF
Max BKF
I
I
I
Feature I
Type
BKF Area
BKF Width
Depth
Depth
W/D
I BH Ratio
ER
BKF Elev
TOB Elev
Riffle I
C
21.3
16.68
1 1.28
2.01
1 13.05
1
1 3.5
1 229.39
1 229.39
X28 Riffle
232
231.5
0
0
231
230.5
C 230
0
229.5
w 229
228.5
228
227.5
227
95
105 115 125
135 145 155
Station - - o - - Bankfull - • o - . Floodprone

Permanent Cross Section X29
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Stream
BKF
Max BKF
I
I
Feature
Tvoe
BKF Area
BKF Width
Depth
Depth
I W/D
1 BH Ratio
ER
BKF Elev
TOB Elev
Pool
42
19.15
1 2.19
4.58
1 8.73
1
228.69
228.69
X29 Pool
234
0 ......................................
...........
...................0
232
230
e
228
m
w
226
224
222
95 105 115 125
135
145 155 165
Station
- - o Bankfull - - o - - Floodprone

Permanent Cross Section X30
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Stream
BKF
Max BKF
Feature
Type
IBKFArea
BKF Width
Depth
Depth
W/D
I BH Ratio
I ER
BKF Elev
TOB Elev
Riffle
E
1 25.3
1 16.82
1 1.5
2.28
11.18
1
3.8
1 222.35
1 222.35
X30 Riffle
225
0--------------------------- -------------I------------
--------------- --
224
223
C...................
a
222
m
W
221
220
219
95 105 115 125
135 145 155 165
Station
• • o - • Bankfull o . Floodprone

Permanent Cross Section X31
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Stream
BKF
Max BKF
I
Feature
Type
IBKFArea
BKF Width
I Depth
Depth
W/D
I BH Ratio
ER
BKF Elev
TOB Elev
Riffle
C
27.8
22.62
1 1.23
1.76
1 18.43
1
2.3
1 215.05
1 215.05
X31 Riffle
217.5
217
• . ................... ...........................•...
O
216.5
216
215.5
i
w 215
........................
214.5
214
213.5
213
95
105 115 125 135
145
155 165
Station o .. Bankfull
- - o .. Floodprone

Permanent Cross Section X32
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Stream
BKF
Max BKF
Feature
Type
BKF Area
BKF Width
Depth
Depth
W/D
BH Ratio
ER
BKF Elev
TOB Elev
Riffle
E
16.1
13.37
1.35
1.88
1 9.88
1
4.7
246.76
246.76
X32 Riffle
249
O-•-•--------------------------------•--...- --------------••--------...---o
248.5
248
247.5
C 247
> 246.5
W 246
245.5
245
244.5
244
95
105 115 125 135 145
155 165
Station - o - Bankfull
o - - Floodprone

Permanent Cross Section X33
(As -built Data - collected February 2009)
Looking at the Left Bank
Looking at the Right Bank
Stream
BKF
Max BKF
Feature
I Type
BKF Area
BKF Width
Depth
Depth
W/D
BH Ratio
ER
BKF Elev
TOB Elev
Pool
29.4
1 26.78
1 1.1
2.9
1 24.38
1
244.56
244.56
X33 Pool
248
o------------------------------------------------------------------
- - - - -o
247
246
c 245
r
w 244
243
242
241
95 105 115 125
135
145 155 165 175
Station O - - Bankfull o - - Floodprone

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PEBBLE COUNT DATA SHEET: RIFFLE 100 -COUNT
Largest particles: 200.00
(riffle)
L:\ Projects\ 109261 \Documents \Reports \Mitigation P1an \UT1_X18_RiffleCnt.x1s, Riffle Data 4/8/2009
BUCK PROJECT NO. 109261
SITE OR PROJECT'
Big Cedar Creek As -Built
REACH /LOCATION
UT1 Reach 1, X18 Riffle
DATE COLLECTED:
3/17/2009
FIELD COLLECTION BY
CAT /CDM
DATA ENTRY BY.
IJE
Largest particles: 200.00
(riffle)
L:\ Projects\ 109261 \Documents \Reports \Mitigation P1an \UT1_X18_RiffleCnt.x1s, Riffle Data 4/8/2009
PARTICLE CLASS COUNT
Summary
MATERIAL
PARTICLE
SIZE (mm)
Riffle
Class %
% Cum
Silt / Clay
< .063
3
3%
3%
S
Very Fine
063 - .125
3%
Fine
125-25 .25
3%
A
Medium
25-50 .50
1
1 %
4%
N
D
Coarse
50-1 0
4%
Very Coarse
1 0 - 2 0
4%
OO
� p
G 0
R
A
V
E
L O
n o D�(
Very Fine
20-28
4%
Very Fine
2 8 - 4 0
4%
Fine
4.0-56
4
4%
8%
Fine
56 -8.0
1
1%
9%
Medium
8 0- 11 0
5
5%
14%
Medium
11 0 - 16.0
7
7%
21%
Coarse
16 0- 22 6
11
11%
32%
Coarse
22.6-32
12
12%
44%
Very Coarse
32-45
11
11%
55%
Very Coarse
45-64
14
14%
69%
Small
64 - 90
4
4%
73%
Small
90 - 128
16
16%
89%
Kno
Large
128 - 180
10
10%
99%
Large
180-256
1
1 %
100%
Small
256-362
100%
Small
362-512
100%
BOULDER
Medium
512-1024
100%
Large -Very Large
1024-2048
100%
BEDROCK
Bedrock
> 2048
100%
Total
100
100%
Largest particles: 200.00
(riffle)
L:\ Projects\ 109261 \Documents \Reports \Mitigation P1an \UT1_X18_RiffleCnt.x1s, Riffle Data 4/8/2009

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Appendix C
Vegetation Data
Tables 8 & 9

Table 8. Vegetation Species Planted Across the Restoration Site
Big Cedar Creek Restoration Site: Project No. D06054-D
Z,,
Bare Root Trees Species
A cer rubrum
Red Maple
2%
200
Betula nigra
River Birch
22%
2800
Carya ovata
Shagbark Hickory
1%
100
Diospyros virgim . ana
Persimmon
1%
150
Fraxinus pennsylvanica
Green Ash
9%
1200
Liriodendron tulipifera
Tulip Poplar
2%
225
Platanus occidentalis
Sycamore
27%
3500
Quercus alba
White Oak
1 %
100
Quercus falcata
Southern Red Oak
2%
300
Quercus michauxii
Swamp Chestnut Oak
9%
1100
Quercus nigra
Water Oak
20%
2600
Quercus phellos
Willow Oak
2%
200
Quercus rubra
Northern Red Oak
3%
350
Shrub Species
Calycanthusfloridus
Sweet Shrub
2%
150
Carpinus carolinanum
Ironwood
18%
1800
Cornus amomum
Silky Dogwood
28%
2700
Corylus americana
Hazelnut
2%
150
Ilex verticillata
Deciduous Holly
8%
830
Lindera benzoin
Spicebush
20%
2000
Symphorocarpos orbiculatus
Coralberry
2%
170
Viburnum dentatum
Arrowwood Viburnum
20%
2000
Native Herbaceous Species
Agrostis alba
Redtop
10%
N/A
A ndropogon gerardii
Big blue stem
15%
N/A
Bindenfrondosa
Beggars tick
10%
N/A
Elymus virginicus
Virginia wildrye
15%
N/A
Juncus effusus
Soft rush
5%
N/A
Panicum clandestinum
Deer tongue
20%
N/A
Panicum virgatum
Switch grass
10%
N/A
Polygonum pennsylvanicum
Permsylvanie smartweed
5%
N/A
Sorgastum nutans
Indian grass
10%
N/A

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APPENDIX E
PHOTO ID LOG

r
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Big Cedar Creek Photos

BCC PID 1— Cross Vane, BCC
Reach 6 End
BCC PID 2 — Re- graded Riffle, BCC Reach 6
BCC PID 3 — Existing Riffle, BCC Reach 6
BCC PID 4 — Re- graded Riffle, BCC Reach 6
BCC PID 5 — Re- graded Riffle, BCC Reach 6
BCC PID 6 — Log Vane in distance, BCC
Reach 6 Start

BCC PID 7 — Constructed Riffle, BCC
Reach 4 End
k 1"
d'
..ri
BCC PID 9 — Constructed Riffle, BCC Reach 4
BCC PID 8 — Constructed Riffle, BCC Reach 4
BCC PID 10 — Constructed Riffle, BCC
Reach 4 Start
BCC PID I I — Log J -Hook & Constructed Riffle,
BCC Reach 3 End
BCC PID 12 — Log J -Hook Step Pool,
BCC Reach 3

BCC PID 13 — Log J -Hook &
Constructed Riffle, BCC Reach 3
BCC PID 14 — Constructed Riffle, BCC Reach 3
BCC PID 15 — Constructed Riffle, BCC Reach 3
BCC PID 16 — Constructed Riffle, BCC Reach 3
BCC PID t7 — Constructed Riffle, UT1 Reach 3 BCC PID 18 — Constructed Riffle, BCC Reach 3

BCC PID 19 — Constructed Riffle, BCC Reach 3
BCC PID 20 — Constructed Riffle, BCC Reach 3
BCC PID 21— Constructed Riffle, BCC Reach 3
BCC PID 22 — Constructed Riffle, BCC Reach 3
BCC PID 23 — Constructed Riffle, BCC
BCC PID 24 — Constructed Riffle, BCC
Reach 3 Start Reach 2 End

BCC PID 25 — Riffle Crossing, BCC Reach 2 BCC PID 26 — Constructed Riffle, BCC Reach 2
BCC PID 27 — Constructed Riffle, BCC Reach 2 BCC PID 28 — Log J -Hook & Constructed Riffle,
BCC Reach 2
BCC PID 29 — Log J -Hook & Constructed Riffle, BCC PID 30 — Constructed Riffle, BCC Reach 2
BCC Reach 2

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BCC PID 31— Constructed Riffle, BCC Reach 2 BCC PID 32 — Constructed Riffle, BCC Reach 2
BCC PID 33 — Constructed Riffle, BCC Reach 2 BCC PID 34 — Constructed Riffle, BCC Reach 2
BCC PID 35 — Constructed Riffle, BCC Reach 2 BCC PID 36 — Constructed Riffle, BCC Reach 2

BCC PID 37 — Constructed Riffle, BCC Reach 2
BCC PID 38 — Constructed Riffle, BCC Reach 2
BCC PID 39 — Constructed Riffle, BCC
Reach 2 Start
BCC PID 41— Constructed Riffle, BCC Reach 1
BCC PID 40 — Constructed Riffle, BCC
Reach 1 End
ll •f '1 i �'t
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BCC PID 42 — Constructed Riffle, BCC
Reach 1 Start

UT1 Photos

UT1 PID 1— Constructed Riffle, UT1
Reach 4 End
UTI PID 2 — Constructed Riffle, UT1 Reach 4
UTI PID 3 — Constructed Riffle, UTI Reach 4
UT1 PID 5 — Riffle Crossing, UTI Reach 4
UTI PID 4 — Constructed Riffle, UTI Reach 4
UT1 PID 6 — Constructed Riffle, UTI Reach 4

UT1 PID 7 — Constructed Riffle, UT1 Reach 4
UT1 PID 8 — Constructed Riffle, UT1 Reach 4
UT1 PID 9 — Constructed Riffle, UT1 Reach 4
UT1 PID 10 — Constructed Riffle, UT1 Reach 4
UT1 PID 1 I — Constructed Riffle, UT1
Reach 4 Start
UT1 PID 12 — Constructed Riffle, UT1
Reach 3 End

UT1 PID 13 — Constructed Riffle, UT1 Reach 3
UT1 PID 14 — Constructed Riffle, UT1 Reach 3
UT1 PID 15 — Constructed Riffle, UT1 Reach 3
UT 1 PID 16— Constructed Riffle, UT 1 Reach 3
UT I PID 17 — Constructed Riffle, UT I Reach 3
UT 1 PID 18 — Constructed Riffle, UT 1 Reach 3

UTI PID 19 — Constructed Riffle, UT1 Reach 3 UT1 PID 20 — Constructed Riffle, UT1 Reach 3
UT1 PID 21— Constructed Riffle, UT1 Reach 3 UT1 PID 22 — Constructed Riffle, UT1 Reach 3
UT PID 23 — Constructed Riffle, UT1 Reach 3
UT 1 PID 24 — Constructed Riffle, UT 1 Reach 3

UT1 PID 25 — Constructed Riffle, UT1 Reach 3
UT1 PID 26 — Constructed Riffle, UT1 Reach 3
UT1 PID 27 — Constructed Riffle, UTl Reach 3
UT1 PID 28 — Log sill step pools (3), UT1
Reach 3
UT1 PID 29 — Constructed Riffle, UT1 Reach 3
UT1 PID 30— Constructed Riffle, UT 1
Reach 3 Start

UT1 PID 31— Constructed Riffle, UT1
Reach 2 End
UT1 PID 32 — Constructed Riffle, UT1 Reach 2
UT1 PID 33 — Constructed Riffle, UT1 Reach 2
UT1 PID 34 — Constructed Riffle, UT1 Reach 2
UT1 PID 35 — Constructed Riffle, UT1 Reach 2
UT1 PID 36 — Constructed Riffle, UT1 Reach 2

UT 1 PID 37 — Constructed Riffle, UT1 Reach 2
UT1 PID 38 — Constructed Riffle, UT1 Reach 2
UT1 PID 39 — Rock and roll structures (3), UT1
Reach 3
UT1 PID 40 — Constructed Riffle, UT1 Reach 2
UT1 PID 41— Riffle crossing, UT1
UT1 PID 42 — Constructed Riffle, UT1
Reach 2 Start Reach 1 End

UT1 PID 43 — Constructed Riffle, UT1 Reach 1
�xr ,
4
UT1 PID 44 — Constructed Riffle, UT1 Reach 1
UT1 PID 45 — Constructed Riffle, UT1 Reach 1
UTI PID 46 — Constructed Riffle, UT1 Reach 1
UT 1 PID 47 — Constructed Riffle, UT1 Reach 1
UT1 PID 48 — Constructed Riffle, UT1 Reach 1

UT1 PID 49 — Constructed Riffle, UT1 Reach 1
UTl PID 50 — Constructed Riffle, UT1 Reach 1
UT1 PID 51— Constructed Riffle, UT1 Reach 1
UT1 PID 52 — Constructed Riffle, UT1 Reach 1
UTl PID 53 — Constructed Riffle, UT1 Reach 1
UT1 PID 54 — Constructed Riffle, UT1
Reach 1 Start

UT2 Photos

UT2 PID 1— Constructed Riffle, UT2 End
UT2 PID 2 — Constructed Riffle
UT2 PID 3 — Constructed Riffle
UT2 PID 4 — Constructed Riffle
UT2 PID 5 — Constructed Riffle
UT2 PID 6 — Constructed Riffle

UT2 PID 7 — Constructed Riffle
UT2 PID 8 — Constructed Riffle, UT2 Start