20100898 Ver 2_AsBuilt Baseline Report_20150826

Candiff Creek As -built Baseline Report -Final
Surry County, North Carolina
EEP ProJec[ Number 92969
Menitorin¢ Firsn:
Michael Halter Engiueeriug, Inc.
Moni[orin¢ Firtn POC:
William Scott Hunt, III
DLCEEP Proiect Manager:
Jutie Cahill
Pre red for
NCDENA -Ecosystem EManecment program
116 Wes[ Joins Street, Suite Ol 11
Raleigh, NC 27603
Pteoared £or'
Surry Soil end Water Conservation District
220 Cooper Street
Dobson, NC 27019
Date Submitted:
July 2012
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MICHAEL BAKER ENGINEERING, INC.
CANDIFF CREEK RESTORATION PROJECT– AS-BUILT BASELINE REPORT - FINAL
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EXECUTIVE SUMMARY
The Candiff Creek Restoration Project (Site) was restored through a contract with the North Carolina
Ecosystem Enhancement Program (NCEEP). This report documents the completion of the restoration
construction and presents base-line 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 completed Site restoration plan. The monitoring plan and as-built baseline data are discussed
in detail in Sections 2.1 through 2.5 of this report.

Table 1
Background Information
Preconstruction Site Conditions
Site
Location Surry County, NC (Figure 1), approximately 1.75 miles
west of Siloam Township
USGS Hydro Unit 03040101
NCDWQ Sub-basin 03-07-02
Contract Mitigation Units 4,725 SMU
Stream
Reach Length Condition Drainage
Area
M1 690 LF Thin buffer covered in invasive species 2.35 Mi2
M2 265 LF Straightened, Channelized, & Incised F4/1 2.53 Mi2
M3 3,828 LF Straightened, Channelized, & Incised C4/1 & F4/1 2.74 Mi2
UT1 885 LF
Stable channel with preservation in the upper most
reach and invasive species and thin buffer in the lower
most reach
0.06 Mi2
UT2 1,117 LF
Stable channel with preservation in the upper most
reach and invasive species and thin buffer in the lower
most reach
0.14 Mi2
Mitigation Plan
Stream
Reach Restoration/Enhancement Type Length
M1 Enhancement II 690 LF
M2 Enhancement I 265 LF
M3 Restoration – Priority I and II 4,109 LF
UT1 Enhancement II 485 LF
UT1 Preservation 400 LF
UT2 Enhancement II 317 LF
UT2 Preservation 800 LF
Total 7,066 LF

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Post-Construction Site Conditions
Stream
Reach Restoration/Enhancement Type As-built Length SMU
M1 Enhancement II 735 LF 276
M2 Enhancement I 265 LF 177
M3 Restoration – Priority I and II 4,123 LF 4,081
UT1 (Lower Reach) Enhancement II 485 LF 194
UT1 (Upper Reach) Preservation 400 LF 80
UT2 (Lower Reach) Enhancement II 362 LF 127
UT2 (Upper Reach) Preservation 800 LF 160
Total 7,170 LF 5,095
Riparian Buffer Acreage
Planted Riparian Buffer Acreage 17.31 Ac
Permanent Conservation Easement 27.54 Ac

Ecological Benefits
Water Quality Nutrient removal; erosion reduction; increased dissolved oxygen
concentrations; and improved stream bank stability.
Water Quantity/Flood Attenuation
Increased water storage/flood control; reduced downstream flooding by
reconnecting stream with its floodplain; improved groundwater recharge;
improved/restored hydrologic connections.
Aquatic and Terrestrial Habitat
Improved substrate and in-stream cover; addition of large woody debris;
reduced water temperature by increasing shading; restoration of
terrestrial habitat; improved aesthetics.
Monitoring Plan
Success Criteria Success is measured with permanent cross-section, vegetation plots, and
longitudinal profile conducted annually for a period of five years.
Methodology
Cross-sections and longitudinal profile are surveyed annually and tied to
a common benchmark. Each tree within the 100-square-meter vegetation
plots are flagged and identified. Measurements of height and diameter are
also taken and annual survival rates are recorded.
Remedial Action N/A

MICHAEL BAKER ENGINEERING, INC.
CANDIFF CREEK RESTORATION PROJECT– AS-BUILT BASELINE REPORT - FINAL
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Table of Contents
1.0 BackGround Information .......................................................................................................... 1 
1.1 Restoration Summary ...........................................................................................................................1 
1.2 Project Maps .........................................................................................................................................3 
1.3 Construction Summary and Tables ....................................................................................................4 
2.0 Monitoring Plan .......................................................................................................................... 7 
2.1 Stream Monitoring ...............................................................................................................................7 
2.2 Vegetation Monitoring ..........................................................................................................................8 
2.3 Maintenance and Contingency Plan ....................................................................................................9 
2.4 Monitoring Results – 2012 As-Built Data ...........................................................................................9 
2.5 Areas of Concern ................................................................................................................................ 12 

Tables and Figures

Table 1 Background Information ..................................................................................................... I
Table 2 Summary of As-built Lengths, Mitigation Units, and Restoration Approaches .............. 5
Table 3 Vegetation Species Planted Across the Restoration Site .................................................... 9
Table 4 Candiff Creek Initial Stem Counts for Each Species Arranged by Plot .......................... 10
Figure 1 Project Vicinity Map .......................................................................................................... 3
Figure 2 Restoration Summary Map ............................................................................................... 4

Appendices
Appendix A Selected Project Photographs
Appendix B As-Built Cross-Sections and Longitudinal Profile
Appendix C As-Built Plan Sheets

MICHAEL BAKER ENGINEERING, INC.
CANDIFF CREEK RESTORATION PROJECT – AS-BUILT BASELINE REPORT - FINAL
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1.0 BACKGROUND INFORMATION
The Candiff Creek Restoration Site (Site) is located in Surry County in western North Carolina approximately
1.75 miles west of Siloam Township and just north of the Surry-Yadkin County line, as shown in Figure 1.
The Site lies in the Yadkin Pee-Dee River Basin within the US Geological Survey (USGS) targeted local
watershed 03040101 and the North Carolina Division of Water Quality (NCDWQ) sub-basin 03-07-02 and
(Figure 1).
Land use on the site consists primarily of pasture and forest. Candiff Creek had been channelized and riparian
vegetation had been cleared in the lower half of the site. The upstream area had a narrow, early successional
buffer that included several exotic species. Prior to restoration, Candiff Creek was incised and lacked
bedform diversity. As a result, channel degradation was widespread throughout the site.
The project involved the proposed restoration of 4,109 linear feet (LF) of stream, 1,757 LF of stream
Enhancement (265 LF of Enhancement I and 1,492 LF of Enhancement II) and 1,200 LF of stream
preservation. Table 1 and Figure 2 summarize the restoration zones on the project site. Selected site
photographs are shown in Appendix A. A total of 27.54 acres of stream and riparian buffer are protected
through a permanent conservation easement. Following construction, it was determined that the as-built
lengths of M1 and UT2 (Lower) increased due to the as-built survey of the channel. The as-built survey
captured the new thalweg alignment which increased the overall channel lengths of M1 and UT2 from 690 to
735 on M1 and 317 to 362 on M2. The new credits for M1 and UT2 are 276 and 127 SMUs respectively.
1.1 Restoration Summary
Directions to the Site are as follows: To reach the Site from Asheville, take I-40 East to I-77 North (exit
152B), just east of Statesville. Take exit 82 East on NC 67 towards Boonville. Travel 12.5 miles, and turn
left on Smithtown Road (SR 1541). After 1.2 miles, turn left on Siloam Road (SR 1003). Cross the Yadkin
River and turn left on River-Siloam Road (SR 2230). Follow River-Siloam Road for approximately 1.3 miles
to the Site. The entrance is on the left and can be accessed via a gravel farm road.
To reach the Site from Raleigh, take I-40 West to Winston-Salem. Take Exit 193B and travel north on US52
from Winston Salem. Take Exit 129 (Pinnacle) and turn left onto Perch Road (SR 2065). Follow Perch Road
for 2.4 miles and turn right onto Stony Ridge Road. Follow Stony Ridge Road (SR 2048) for 3.4 miles and
turn left onto Quaker Church Road (SR 2080). Follow Quaker Church Road for 3.1 miles and turn left onto
Hardy Road (SR 2081). Follow Hardy Road for 1.6 miles and turn right onto Siloam Road. Take the
immediate left onto River-Siloam Road. Follow River-Siloam Road for approximately 2.5 miles; the Site
entrance is on the left and can be accessed via the gravel farm road.

1.1.1 Mitigation Goals Restoration Approach
The specific goals for the Candiff Creek Site Restoration Project were as follows:
 Create geomorphically stable conditions along Candiff Creek through the project area,
 Prevent cattle from accessing the project reaches, reducing excessive bank erosion,
 Improve habitat quality in a riffle dominated stream by adding pool/riffle sequences and
expanding the floodplain while improving overall ecosystem functionality,
 Improve water quality within the Candiff Creek Restoration Project area through reduction of
bank erosion, and reductions in nutrient and sediment loads,
 Stabilize streambanks through installation of in-stream structures and establishing a riparian
buffer consisting of native plant species,

MICHAEL BAKER ENGINEERING, INC.
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 Improve aquatic and terrestrial habitat through increased substrate and in-stream cover,
additional woody debris, and reduced water temperature by increasing stream shading, and
restored terrestrial habitat.

1.1.2 Projection Description and Restoration approach
For analysis and design purposes, Michael Baker Engineering, Inc. (Baker) divided on-site streams into
reaches. The reaches were numbered sequentially from upstream to downstream, with a “M” designation
for the “mainstem” and a “UT” designation for “unnamed tributaries.” Two UTs are located on the Site
(labeled UT1 and UT2). The on-site streams are described as follows: M1 begins on the upstream section
of the Site at the River-Siloam Road culvert, and then flows south to the confluence with UT2. M2
begins at the M1/UT2 confluence and flows south 265 feet to the beginning of the restored portion of the
mainstem. M3 begins at the restored channel and then flows southeast for 4,123 feet and terminates at the
property line adjacent to the Yakin Valley Railroad right of way located on the downstream section of the
Site. UT1 flows onto the Site from the southern Wall property line and flows south for 885 feet to the
confluence with M1. UT2 flows onto the Site from the eastern Aztar Group, LLC property line and flows
east for 1,162 feet and terminates at the M1/M2 transition. The reaches described above are presented in
the plan sheets in Appendix C.
The restoration design 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 to control
streambed grade, reduce streambank stress, and promote bedform sequences and habitat diversity. The
in-stream structures consisted of constructed riffles, cover logs, log/rock vanes, log/rock j-hook vanes,
rock cross vanes, vegetated geolifts, vegetated brush mattresses, and root wads. The structures promote a
diversity of habitat features in the restored channel. Where grade control was a consideration, constructed
riffles, rock j-hook vanes, and rock cross vanes were installed to provide long-term stability.
Streambanks were stabilized using a combination of erosion control matting, temporary and permanent
seeding, bare-root planting, transplants, brush mattresses, and geolifts. Transplants provide living root
mass to increase streambank stability and create holding areas for fish and aquatic biota.
The purpose of the project is to restore stream functions to the impaired reaches on the Site. Native
vegetation was planted across the Site and the entire project area is protected through a permanent
conservation easement.

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1.2 Project Maps

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1.3 Construction Summary and Tables
Construction activities, in accordance with the approved restoration plan for the Site, began in September
2011 with site preparation, harvesting of root wads, and establishment of access sites and stockpile areas.
Materials were stockpiled as needed for the initial stages of construction. Construction stakeout was staked in
three phases in order for the contractor to effectively and efficiently construct the project. The stakeout
phases were completed between September and November, 2011.
The contractor (River Works, Inc.) began channel work at the top of M2 and installed the designed structures
while minimizing disturbance to the buffer. Once M2 was completed, the contactor started at the top reach of
M3 (Sta 20+00 to 44+00) and worked in a downstream fashion by clearing the area of the new alignment,
excavating the new channel and sections of floodplain, installing the in-stream structures, sowing temporary
and permanent seed and straw mulch on the banks and floodplain, and installing matting on the stream banks.
Once the upper reach of M3 was completed, they moved to the lower reach of M3.
The lower end floodplain of M3 was design entirely as Rosgen Priority Level II in order to tie into the stream
as the project flows off the property. The first step was to grade the floodplain areas to reach design grades
across the Site. Grade stakes were installed along design contours to direct the grading activities. The
excavated material was stockpiled in specified areas near the existing channel that was to be filled. Where
necessary, silt fencing was installed between stockpiles and the existing channel to prevent erosion of
sediment into the channel.
Once the design floodplain grades were achieved, the new stream channel was sculpted and constructed in the
dry. Construction of the stream channel began at the upstream end of the lower reach of M3 (Sta 44+00) and
moved in a downstream direction for the entire length of the channel. Upon completion of new channel
segments, in-stream structures, temporary and permanent seed, straw mulch, matting, and transplants were
installed. The new channel was then tied into the existing streambed and prepared to accept flow. Once fully
prepared, temporary sediment traps at the downstream ends of the channels were removed, and water was
directed into the newly constructed channel. The abandoned channel was immediately filled and graded to tie
into the adjacent landscape. As-built cross-sections and longitudinal profiles are shown in Appendix B.
Modifications made during construction consisted of changes in the order of the construction sequence to
increase efficiency during wet or high flow conditions. Other modifications involved changes to the planting
list due to availability of the plants. Substitutions were made based on availability of materials and
professional judgment. The final as-built stream length for the project, as indicated on Table 2 and in
Appendix C, was 7,170 LF.

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Table 2
Summary of As-built Lengths, Mitigation Units, and Restoration Approaches
Reach
Name Stations
As-built
Length
(ft)
Easement
Exclusion
(ft)

SMU Restoration Approach
M1 10+00 -
17+35 735 45 276 Enhancement II
M2 17+35 -
20+00 265 0 177 Enhancement I
M3 20+00 -
61+23 4,123 42 4,081 Restoration – Priority I &
II
UT1 14+00 -
18+85 485 0 194 Enhancement II
UT1 10+00 -
14+00 400 0 80 Preservation
UT2 18+00 -
21+62 362 45 127 Enhancement II
UT2 10+00 -
18+00 800 0 160 Preservation
Total
Length
7,170 132 5,095

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2.0 Monitoring Plan
The five-year monitoring plan for the Candiff Creek Site includes criteria to evaluate the success of the
vegetation, wetland, and stream components of the project. The specific locations of vegetation plots,
permanent cross-sections, and a crest gauge are shown on the as-built drawing sheets. Photo points are
located at each of the grade control structures along the restored stream channel.
2.1 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 (longitudinal survey), profile (profile survey), and photographic
documentation. The methods used and any related success criteria are described below for each parameter.
For monitoring stream success criteria, ten permanent cross-sections, and one crest gauge were installed.
2.1.1 Bankfull Events
The occurrence of bankfull events within the monitoring period will be documented by the use of a
crest gauge and photographs. A crest gauge was installed on the floodplain within 10 feet of Reach M3.
The crest gauge will record the highest watermark between Site visits and will be checked during 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.
2.1.2 Cross-sections
For monitoring stream success criteria, ten permanent cross-sections were installed. Approximately
two permanent cross-sections were installed per thousand LF of stream restoration work, with one
located at a riffle cross-section and one located at a pool cross-section. Each cross-section was marked
on both banks with 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, edge of water, and thalweg, if the features are present. Riffle cross-sections will
be classified using the Rosgen Stream Classification System.
There should be little change in the as-built cross-sections. If changes do take place they should 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).
2.1.3 Longitudinal Profile
A complete longitudinal survey was completed for the restored stream channels to provide a baseline
for evaluating changes in bed conditions over time. The longitudinal profile included the elevations of
all grade control structures. The permanent cross-section and longitudinal data are provided in
Appendix B. A longitudinal profile will be completed annually for the five year monitoring period.
The profile will be conducted for 3,000 LF of restored Candiff Creek channel. Measurements will
include thalweg, water surface, inner berm, bankfull, and top of low bank. All measurements will be
taken at the head of each feature (e.g., riffle, run, pool, and glide) and the maximum pool depth. The
survey will be tied to a permanent benchmark.

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2.1.4 Benthic Macroinvertebrates
Benthic macro invertebrate data was not a monitoring requirement.
2.1.5 Photo Reference Sites
Photographs will be used to document restoration success visually. Reference stations will be
photographed immediately after construction and for at least 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 each monitoring period. Selected Site photographs are shown in Appendix A and
locations are shown in Appendix C (Sheets 5-6E).
2.1.5.1 Lateral Reference Photos
Reference photo transects will be taken at each of the ten permanent cross-sections. Photographs
will be taken of both banks at each the 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 should make an
effort to consistently maintain the same area in each photo over time.
2.1.5.2 Structure Photos
Photographs will be taken at each the grade control structures along the restored stream.
Photographers should make every effort to consistently maintain the same area in each photo 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.
2.2 Vegetation Monitoring
Successful restoration of the vegetation on a mitigation site is dependent upon active planting of preferred
canopy species and volunteer regeneration of the native plant community. In order to determine if the criteria
have been met, vegetation monitoring quadrants were installed across the restoration site, as directed by
Stream Mitigation Guidelines (USACE and NCDWQ 2006) and the North Carolina Ecosystem Enhancement
Program (CVS/NCEEP guidelines 2007). The number of quadrants required was based on the species/area
curve method, as described in NCEEP monitoring guidance documents. A total of thirteen (13) plots were
installed, which constitutes greater than 1.8% of the planted area. The size of individual quadrants was 100
square meters for woody tree species, and 1 square meter for herbaceous vegetation. Vegetation monitoring
will occur in the fall of each year. Individual quadrant data will be provided and will include diameter,
height, density, and coverage quantities. Individual seedlings will be marked such that they can be found in
succeeding 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 restored Site will be evaluated between July and
November.
The interim measure of vegetative success for the Site will be the survival of at least 320, 3-year old, planted
trees per acre at the end of year three of the monitoring period. The final vegetative success criteria will be
the survival of 260, 5-year old, planted trees per acre at the end of year five of the monitoring period.

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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.
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.
2.3 Monitoring Results – 2012 As-Built Data
The five-year monitoring plan for the Candiff Creek 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 crest gauge are shown on the as-built drawing sheets. The photo points, located at each of the
grade control structures along the restored stream channel and are also located on the as-built drawing sheets
in Appendix C (Sheets 5-6E).
2.3.1 Morphology
For monitoring stream success criteria, 10 permanent cross-sections, and 1 crest gauge were installed.
The permanent cross-sections will be used to monitor channel dimension and bank erosion over time.
The crest gauge will be used to document the occurrence of bankfull events. In addition, a complete
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 permanent cross-section and longitudinal data are provided in Appendix B.
2.3.1.1 Results and Discussion
No results are 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 2012.
2.3.2 Vegetation
Approximately 17.31 acres of bare-root trees were planted within the non-forested areas within the
conservation easement. A minimum 50-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 was completed in March 2012. Species planted are
summarized in Table 3.

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Table 3
Vegetation Species Planted Across the Restoration Site
Scientific Name Common Name Percent Planted by
Species Total Number of Stems
Bare Root Trees Species
Betula nigra river birch 23.3% 1,800
Diospyros virginiana persimmon 7.8% 600
Fraxinus pennsylvanica green ash 15.6% 1,200
Liriodendron tulipfera tulip poplar 7.8% 600
Platanus occidentalis sycamore 22.1% 1,700
Quercus michauxii swamp chestnut oak 15.6% 1,200
Quercus phellos willow oak 7.8% 600
Bare Root Shrub Species
Asimina triloba paw paw 9.5% 400
Carpinus caroliniana ironwood 12% 500
Cercus canadensis redbud 14% 600
Cornus amomum silky dogwood 19% 800
Lindera benzoin spicebush 9.5% 400
Sambucus canadensis elderberry 19% 800
Viburnum dentatum arrowwood 17% 700
Native Herbaceous Species
Agrostis alba redtop 10% NA
Andropogon gerardii big bluestem 5% NA
Bidens frondosa devil’s beggartick 5% NA
Coreopsis lanceolata lanceleaf tickseed 10% NA
Dichanthelium clandestinum deertongue 15% NA
Elymus virginicus Virginia wildrye 15% NA
Juncus effusus soft rush 5% NA
Panicum virgatum switchgrass 15% NA
Polygonum pennsylvanicum Pennsylvania smartweed 5% NA
Schizachyrium scoparium little bluestem 5% NA
Sorghastrum nutans Indiangrass 5% NA
Tripsacum dactyloides eastern gamagrass 5% NA

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Table 3
Vegetation Species Planted Across the Restoration Site
Scientific Name Common Name Percent Planted by
Species Total Number of Stems
Woody Vegetation for Live Stakes
Cornus amomum silky dogwood 30% 2,100
Salix sericia silky willow 30% 2,100
Salix nigra black willow 10% 700
Sambucus canadensis elderberry 30% 2,100

The mitigation plan for the Candiff Creek Site specifies that the number of quadrants required were
based on the species/area curve method, as described in NCEEP monitoring guidance documents (2007)
and, with a minimum of eleven quadrants. The sizes of individual quadrants are 100 square meters for
woody tree species, and 1 square meter for herbaceous vegetation. A total of 13 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 4. The average density of planted bare
root stems, based on the data from the 13 monitoring plots, is 915 stems per acre. The locations of the
vegetation plots are shown on the as-built plan sheets.

Table 4
Candiff Creek Initial Stem Counts for Each Species Arranged by Plot
Tree Species
10m X 10m PLOTS
1 2 3 4 5 6 7 8 9 10 11 12 13
Betula nigra
Diospyros virginiana
Fraxinus pennsylvanica
Liriodendron tulipfera
Platanus occidentalis
Quercus michauxii
Quercus phellos
Asimina triloba
Carpinus caroliniana
Cercus canadensis
Cornus amomum
Lindera benzoin
Sambucus canadensis
Viburnum dentatum
unknown 26 23 25 23 20 18 22 21 19 22 25 25 25

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Table 4
Candiff Creek Initial Stem Counts for Each Species Arranged by Plot
Tree Species
10m X 10m PLOTS
1 2 3 4 5 6 7 8 9 10 11 12 13
Totals: 26 23 25 23 20 18 22 21 19 22 25 25 25
Stems / Acre 1052 931 1012 931 809 728 890 850 769 890 1012 1012 1012
*Bare root trees were left unidentified until leaf out to ensure proper identification.
2.3.2.1 Results and Discussion
No results are 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 2012.
2.4 Areas of Concern
No areas of concern have been identified during the first months following completion of the project.

Appendix A

Selected Project Photographs
PP1 STA 61+60 PP 2 61+25
PP 3 STA 60+25 PP 4 STA 60+10
PP 5 STA 59+10

PP 6 STA 58+85

PP 7 STA 57+65

PP 8 STA 57+50
PP 9 STA 56+70 PP 10 STA 56+50
PP 11 STA 55+40 PP 12 STA 55+15

PP 13 STA 53+95

PP 14 STA 53+75
PP 15 STA 52+35 PP 16 STA 52+05
PP 17 STA 50+75 PP 18 STA 50+40

PP 19 STA 49+15

PP 20 STA 48+75
PP 21 STA 47+50 PP 22 STA 47+25
PP 23 STA 46+15 PP 24 STA 46+00

PP 25 STA 45+25

PP 26 STA 44+90
PP 27 STA 43+50 PP 28 STA 43+25
PP 29 STA 42+10 PP 30 STA 41+80

PP 31 STA 40+25

PP 32 STA 40+00
PP 33 STA 38+50 PP 34 STA 38+25
PP 35 STA 36+75 PP 36 STA 36+45

PP 37 STA 35+05

PP 38 STA 34+80
PP 39 STA 33+90 PP 40 STA 33+60
PP 41 STA 33+00 PP 42 STA 32+10

PP 43 STA 32+75

PP 44 STA 30+55
PP 45 STA 30+20 PP 46 STA 28+80
PP 47 STA 28+65 PP 48 STA 27+75

PP 49 STA 27+10

PP 50 STA 26+75
PP 51 STA 25+65 PP 52 STA 25+45
PP 53 STA 24+25 PP 54 STA 24+00

PP 55 STA 22+90

PP 56 STA 22+70
PP 57 STA 21+65 PP 58 STA 19+75
PP 59 STA 17+75 PP 60 Crest gage STA 55+50

Appendix B

As-Built Cross-Sections and Longitudinal Profile
Feature
Stream
Type BKF Area BKF Width
BKF
Depth
Max BKF
DepthW/D BH RatioER BKF ElevTOB Elev
RiffleC29.8201.491.9613.4417817.07817.07
Permanent Cross-section 1
Looking at the Left Bank Looking at the Right Bank
(As-Built Data - collected March 2012)
812
813
814
815
816
817
818
819
820
821
822
020406080100120140160
El
e
v
a
t
i
o
n

(
f
t
)
Station (ft)
Candiff Cross-section 1
Bankfull Floodprone
Feature
Stream
Type BKF Area BKF Width
BKF
Depth
Max BKF
DepthW/D BH RatioER BKF ElevTOB Elev
Pool 36.327.021.343.3220.1315.7816.12816.12
Permanent Cross-section 2
Looking at the Left Bank Looking at the Right Bank
(As-Built Data - collected March 2012)
811
812
813
814
815
816
817
818
819
820
821
020406080100120140160
El
e
v
a
t
i
o
n

(
f
t
)
Station (ft)
Candiff Cross-section 2
Bankfull Floodprone
Feature
Stream
Type BKF Area BKF Width
BKF
Depth
Max BKF
DepthW/D BH RatioER BKF ElevTOB Elev
Pool 61.934.51.84.5119.2213.6813.37813.38
Looking at the Left Bank Looking at the Right Bank
Permanent Cross-section 3
(As-Built Data - collected March 2012)
808
809
810
811
812
813
814
815
816
817
818
0102030405060708090100110120130140150160
El
e
v
a
t
i
o
n

(
f
t
)
Station (ft)
Candiff Cross-section 3
Bankfull Floodprone
Feature
Stream
Type BKF Area BKF Width
BKF
Depth
Max BKF
DepthW/D BH RatioER BKF ElevTOB Elev
RiffleC31.319.841.582.4312.5616.1810.48810.49
Permanent Cross-section 4
(As-Built Data - collected March 2012)
Looking at the Left Bank Looking at the Right Bank
805
806
807
808
809
810
811
812
813
814
815
0102030405060708090100110120130140150160
El
e
v
a
t
i
o
n

(
f
t
)
Station (ft)
Candiff Cross-section 4
Bankfull Floodprone
Feature
Stream
Type BKF Area BKF Width
BKF
Depth
Max BKF
DepthW/D BH RatioER BKF ElevTOB Elev
Pool56.834.911.633.7421.4613.4808.2808.25
Looking at the Left BankLooking at the Right Bank
Permanent Cross-section 5
(As-Built Data - collected March 2012)
803
804
805
806
807
808
809
810
811
812
813
0102030405060708090100110120130140150160
El
e
v
a
t
i
o
n

(
f
t
)
Station (ft)
Candiff Cross-section 5
Bankfull Floodprone
Feature
Stream
Type BKF Area BKF Width
BKF
Depth
Max BKF
DepthW/D BH RatioER BKF ElevTOB Elev
RiffleC31.725.611.242.1720.714.2807.7807.64
Permanent Cross-section 6
(As-Built Data - collected March 2012)
Looking at the Left Bank Looking at the Right Bank
803
804
805
806
807
808
809
810
811
812
813
0102030405060708090100110120130140150160
El
e
v
a
t
i
o
n

(
f
t
)
Station (ft)
Candiff Cross-section 6
Bankfull Floodprone
Feature
Stream
Type BKF Area BKF Width
BKF
Depth
Max BKF
DepthW/D BH RatioER BKF ElevTOB Elev
Pool 59.141.861.413.8729.6312.8803.9803.91
Looking at the Left Bank Looking at the Right Bank
Permanent Cross-section 7
(As-Built Data - collected March 2012)
799
800
801
802
803
804
805
806
807
808
809
0102030405060708090100110120130140150160
El
e
v
a
t
i
o
n

(
f
t
)
Station (ft)
Candiff Cross-section 7
Bankfull Floodprone
Feature
Stream
Type BKF Area BKF Width
BKF
Depth
Max BKF
DepthW/D BH RatioER BKF ElevTOB Elev
RiffleC32.420.481.582.212.931.15.6801.85801.97
Permanent Cross-section 8
(As-Built Data - collected March 2012)
Looking at the Left Bank Looking at the Right Bank
797
798
799
800
801
802
803
804
805
806
807
0102030405060708090100110120130140150160
El
e
v
a
t
i
o
n

(
f
t
)
Station (ft)
Candiff Cross-section 8
Bankfull Floodprone
Feature
Stream
Type BKF Area BKF Width
BKF
Depth
Max BKF
DepthW/D BH RatioER BKF ElevTOB Elev
Pool52.8281.884.1114.8613.3798.8798.81
(As-Built Data - collected March 2012)
Looking at the Left Bank Looking at the Right Bank
Permanent Cross-section 9
794
795
796
797
798
799
800
801
802
803
804
0102030405060708090100110120130140150160
El
e
v
a
t
i
o
n

(
f
t
)
Station (ft)
Candiff Cross-section 9
Bankfull Floodprone
Feature
Stream
Type BKF Area BKF Width
BKF
Depth
Max BKF
DepthW/D BH RatioER BKF ElevTOB Elev
RiffleC28.622.181.292.0217.1815.3797.85797.86
Permanent Cross-section 10
(As-Built Data - collected March 2012)
Looking at the Left Bank Looking at the Right Bank
793
794
795
796
797
798
799
800
801
802
803
0102030405060708090100110120130140150160
El
e
v
a
t
i
o
n

(
f
t
)
Station (ft)
Candiff Cross-section 10
Bankfull Floodprone
79
0
79
5
80
0
80
5
81
0
81
5
82
0
82
5
12
0
0
1
4
5
0
1
7
0
0
1
9
5
0
2
2
0
0
2
4
5
0
2
7
0
0
2
9
5
0
3
2
0
0
3
4
5
0
3
7
0
0
3
9
5
0
4
2
0
0
4
4
5
0
4
7
0
0
4
9
5
0
5
2
0
0
5
4
5
0
5
7
0
0
5
9
5
0
6
2
0
0
Elevation (ft)
St
a
t
i
o
n

(
f
t
)
Ch
a
r
t

M
1

-
Y
e
a
r

1

-
S
t
a
t
i
o
n

1
3
+
6
0

t
o

6
1
+
9
7
(D
a
t
a

c
o
l
l
e
c
t
e
d

A
p
r
i
l

2
0
1
2
)
As-Built Thalweg Water Surface Right Top of Bank Left Top of bank

Appendix C

As-Built Plan Sheets
NORTH CAROLINA
im 1 al
NC l 118335
ECOSYSTEM ENHANCEMENT PROGRAM
W
I
SUYRRY COUNTY
Ol'p,
�
...s'
Aq
;��pRpl0,
�01E9SIpiP $
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sI,'
LOCATION, ON THE JOHNSON PROPERTY NEAR SHOAM,NC
SFFI
OFF R -SROAM ROAD
10 �ti
�,su�`a �
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TYPE OF WORK AS -BUILT PLANS FOR STREAM RESTORATION,
W
yk(�.A,4
ENHANCEMENT,AND PRESERVATION nlllllll o
n
VICINITY MRP
NEOFBHBBIS
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STREAM CONVENTIONAL SYMBOLS
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GENERAL NOTES
t CONSiM1CNONGEGWINSEPi.A11N0MMSCOYP�EIEOM%RCHiN2
2 PIMTINGBEGWWNrACHi01tPN0YUSCpIMEi®IN0.oP1iN2
STANDARD SPECIFICATIONS
E IONANDMIKENfC0001.PANINSANDDESSI NK
JI
VEGETATION SELECTION
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gelmdgbhmmmaomoiMo¢
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m

STATE OF NORTH CAROI
111= SUBSUP14Imus ENGINEER DIVISION OF HIGHWAi
ROADS & REL9M TfBMS CONVENTIONAL SY
OTRER CULTURE
Pmp.WmWmForce ....... ............... -&-+- Drainage Seems
Prop, Chain Unk fence ._..................
MINOR
or-1BCr%im
RxardedWalerUn¢ ..... p M
, ..........
Cme............ ..._........ ....... ....
-- Head BEodWall _...... ..............
noon
/ . Dcegoot¢EWoImLine SU.E'. .. _e . foundadom....................................
0
Prop.Slopegame W ............. ...........---5---
hp Culvert
SmdorySmrm __.____--e—m— Area Wire ....................
............. �a
prop. gap Sadie 1111_...__,..- ..........
_--!--- F"Heidge......................................}------1
Cah...........................................
r
Pmp.WmWmForce ....... ............... -&-+- Drainage Seems
Prop, Chain Unk fence ._..................
6B
Pwd D'dch Ginter ..........................
Prop, Barbed Wire Fera .....................
$+
Recorded Cas 0m¢ ...................._....
Prop, Woeddairbar ......................
®
Pale will Bam,........ .........._._...._.
UFor FMre WhedehNrRomp -
Mgmhd Ga Use P.11E.1................
ORES
W..Guodmd. ---- .....................���-
—a—GasMolm
Edri?ale................._..................
Prop. GwalM................................
�.
W FowmrPole...............................
ScsmIMSeenhe ..............................
B
Prop.PovgrPole...............................
PwareMRemowl ....... ...................._
®
Ek Telephone Fare .................. ......
Swamp Mord
Pecorl d PwmrUme ........ .-......
prop. Telephone Pole .
RiGNT OF WAY
-------
W.loimUse Pale _ ...
BmlCoal ........................
_++_
PropJoimUmPole.._........................
hlingE'ghidheaFkam..................
A
TdephonaNdwkl............................
bid. Nil UnewMader.......
Sign
ATelephoneColeHand Had ........ -
STRUCTURES
DEdWTelephone Cable SU.E.7..
Cable W Padeshl ............................ .
hm, PilldWay Ure A Proposed
o
9 TV Cable Hand Held ....................
MW Mercer Prom In 6 Capp
C=.J
UG W Cable Hand Wd.................
and. Pill Lit wshhomd
o
Hydros .................. _..... ..... ..........
�Conaeh or Gmridoo MN Mode......
Wimom.................................
Sale&Oish........ ...........................
Gist tomrololkcen Une.__
.......
6isl. wolm Vok ..............................
...............
4F —
PoralNumhm .....
Peap.Corraddktm Lie ...................=*
--�+-
Fewer Manhole....
............................
Eel Em¢memline ...........................
--- q,__.
Telephone Booth. ..._....-...................
Prop.iempComhudonbem¢mlie......
.... i—
Cellular Telephone low ......................
Prop.lempDroimgE EoummlGle.........
—o—
Manhole .
Water................................
„.„f,.
(]a
Dmigmalel
Gas hmaVert mLIG Took Cap ............
e
---
Recorded Cas 0m¢ ...................._....
Church .._.... ............................
Pale will Bam,........ .........._._...._.
Shecln or Baily dWmer ............ .._....
Mgmhd Ga Use P.11E.1................
_.
Sdool.......................................
—a—GasMolm
.....................................
SinSwim.....................
-- i
Park. __.....__....................
--�
>_
-...
�_
V-1
Smarmy Sewer bhole.......................
Swamp Mord
Pecorl d PwmrUme ........ .-......
Sloan Sourer Manhole_ ...................._ l
Cam ......... ........ ...... ........ ....
-------
E
D¢dgnm¢d Power Una 0.1111 .............
_++_
Dom............................................
Free Weral,Toil,Hmd%as ....... ....�TdicSgnollundmSax
B
d
RmOfdEd Telephone�E..... ........—Hr—
Sign
FEmOpdcSnide Box ..................... l
STRUCTURES
DEdWTelephone Cable SU.E.7..
Tedesco or Pallia iowa .....................
Well ............. ............... ........._...
o
Why lower lime Comet Is Tmllic
Bridge, Team, orPas Cold ...............Signal
C=.J
lines WInh$0Pgremgd_
.........
Bridge Wrq WaP, Head Wall
o
Emended UG Telephone Condi
and hdWall .............................
Wimom.................................
m
a
.......
PoralNumhm .....
DmiymlEd UG Telephone CmduP�1111
--�+-
Wardeog Pod... ........ ......
Fence Ua ._. _.._
Wag Weiand Boundanw
e
Unlmwm UhRiq lS u.7 .................
NOW
TOPOGIL9PHY
�
gmmd¢dTemisonCobb ..._......._...._q_q_
High Ouoliry Wedomd Boundary .....
Tome Surface ........._.....................
------
1
Dedgmated Television Gde �U,E.%
—w u—
Had Saha .... ....... ..._...............
—
B
boarded Hem a Calle- .............
�
_ ”—"—
Lhamge n Rood Surhce.................................
Proposed Wetland loemoks................0
G
Designated Fear 4cs Ude �AEp ....
_
tub
.. _-ce_-
q
EastWmmMeler .__...................
U
_.0--
.......
b
HgMoIWoySgmhol .........................
Rn
UG TmlHob 15.0.1 .......................
�
Abandoned b UG Pamrd........
e.w
Gmd Pa ....................................
eq
End Idmmmim
PaadWak.................................-----..
of ............................
M
PropAmOroiugo Eamm¢dUne _.......
—m—
Homme Pole ..................._._...._....
MROLOGY
BOUNDARMS & PROPERTIES
Power bra Tower. .............................
Pale will Bam,........ .........._._...._.
Shecln or Baily dWmer ............ .._....
_ —. _
Ga Vahe..................................... I
Bim Bain BuRen ..............................
—a—GasMolm
.....................................
How know-
-- i
idephma Mootede............................ l
DisappearingSimore ...........................
>_
Parerimndormm......_..............._.... l
Spdmg............................_...........
V-1
Smarmy Sewer bhole.......................
Swamp Mord
i
Sloan Sourer Manhole_ ...................._ l
Slwmlus...................................
-------
Tonk,WahrGaOil.......................
hie hgad .....
.........
Wall Lep ..... .... _..
Free Weral,Toil,Hmd%as ....... ....�TdicSgnollundmSax
..��_
!
I
"
FEmOpdcSnide Box ..................... l
STRUCTURES
Tedesco or Pallia iowa .....................
MOP
11114Hall____..._........ ...... ,_..,
Why lower lime Comet Is Tmllic
Bridge, Team, orPas Cold ...............Signal
C=.J
lines WInh$0Pgremgd_
.........
Bridge Wrq WaP, Head Wall
Snell Tim ....................................
D
and hdWall .............................
a
546 SW ..................................
Edge.......... ....... - ............... .....
=
BOUNDARMS & PROPERTIES
Pace Cukmmlunnel
......................
J......
1 Skit Toe ....................................
_...._
dem.........................................
GmmdgUr_............ ....................
— —
CLW
.-.... .... ............................
........... ....
i
Pardon Joe....... .........................._._._.
Trill,Foalpo6........................... ....
..��_
Properly Uu...................................--
Propmry UmE Spm6ol
JoHouse
..........................
11114Hall____..._........ ...... ,_..,
VEGETATION
Pmpmrytaur................................__a
Snell Tim ....................................
D
PropertyMmmam ............................
a
546 SW ..................................
a
Propo Number ..............................
�)
PoralNumhm .....
g
Wooes Dene
m
Fence Ua ._. _.._
Wag Weiand Boundanw
—X—M—M-
7131
._......
Gnarled
NOW
.......
High Ouoliry Wedomd Boundary .....
—mu—
mu—Medium
1
Medium4ualiryWelland Powderer...._-
—w u—
MOODS
--
low QualityWeBard Boundodw.............
—mu—
Standard Gouge.........................
Proposed Wetland loemoks................0
—
RRSgmlMbpw
"^�^
E�B1WarloredPnimolBwudarw.._
.. _-ce_-
.__.__....._......
Wing; ball PlomBoundmim........
_.0--
.......
p

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