20120658 Ver 1_Year 5 Monitoring Report_20190104

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Stream and Vegetation Monitoring
Year 5 Report
Duke University Water Reclamation Pond Stream Restoration / January 2019 / DKU-16040
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McADAms

FOR
T. Ryan Lavinder, PE
Civil Engineer
Duke Utility & Engineering Services, FMD
Duke University
STREAM AND VEGETATION MONITORING
YEAR 5 REPORT
Duke University Water Reclamation
Pond Stream Restoration
Durham, NC
Issued: January 4, 2019
by
The John R. McAdams Company, Inc.
Project No. DKU-16040
Kelly Roth
Environmental Consultant
The John R. McAdams Company, Inc.
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M MCADAMS
Table of Contents
WATER RECLAMATION POND STREAM RESTORATION
> MONITORING YEAR 5 REPORT
1.0 INTRODUCTION.......................................................................................................................................1
1.1 Project Location and Description......................................................................................................1
1.2 Project Goals and Objectives............................................................................................................1
2.0 CHANNEL STABILITY ASSESSMENT..........................................................................................................2
2.1 Cross Sections and Longitudinal Profile............................................................................................2
2.2 Pebble Counts...................................................................................................................................2
2.3 Crest Stage Gauge.............................................................................................................................3
2.4 Bank Pins...........................................................................................................................................3
2.5 Channel Stability Assessment Summary...........................................................................................3
3.0 VEGETATION CONDITION AND COMPARISON........................................................................................4
3.1 Vegetation Monitoring Plots.............................................................................................................4
3.2 Vegetation Monitoring Plot Photos and Data Sheets.......................................................................4
3.3 Photo Stations...................................................................................................................................4
4.0 INVASIVE SPECIES MONITORING.............................................................................................................4
5.0 REFERENCES.............................................................................................................................................6
Appendix A: Site Maps
Figure 1: Site Location Map
Figure 2: Conservation Easement Maps
Appendix B: Stream Morphology Data
Appendix C: Log Sill Structures Assessment
Appendix D: Vegetation Assessment Data
Table 1: Vegetation Plot Mitigation Success Summary
Table 2: Planted Stem Count by Vegetation Plot
Table 3: Planted Species Survival by Vegetation Plot
Appendix E: Vegetation Monitoring Plot Photos
Appendix F: Vegetation Monitoring Plot Data Sheets
Appendix G: Photo Station Photos
creating experiences through experience 2905 Meridian Parkway, Durham, NC 27713 / 919. 361. 5000

'J MCADAMS WATER RECLAMATION POND STREAM RESTORATION
> MONITORING YEAR 5 REPORT
1.0 INTRODUCTION
1.1 Project Location and Description
The Duke University Water Reclamation Pond Stream Restoration project (Stream Restoration project) is on the
main campus of Duke University, in Durham, Durham County, North Carolina (Appendix A, Figure 1). More
specifically, the Conservation Easement (CE) for the Stream Restoration project is 7.01 acres in size and starts just
south of NC Highway 147, runs parallel to Campus Drive, crosses Campus Drive and ties back in to the receiving
waters at Oregon Street (Appendix A, Figures 2.1 and 2.2). The Stream Restoration project is approximately 1.5
miles from the proposed stream impacts associated with the Duke University water reclamation pond.
The Stream Restoration project is located within the Cape Fear River Basin USGS Hydrologic Unit 03030002 (USGS
1974), local watershed 14-digit basin 03030002060110, and the North Carolina Division of Water Resources (DWR)
sub -basin 03-06-05. The unnamed tributary flows directly into Sandy Creek (DWR stream index number of 16-41-
1-11) approximately 2.5 miles downstream of the project terminus.
The drainage area of the unnamed tributary is approximately 141 acres at the downstream end. Based on a
detailed watershed analysis, approximately 27 percent (39 acres) of the watershed area is impervious. The Stream
Restoration project is located within the Piedmont Physiographic Province of North Carolina. A review of the
Ecoregions of North Carolina and South Carolina (Griffith et al., 2002) shows the geology of the Stream Restoration
project is comprised of quaternary to tertiary red sandy loam to silty clay decomposition residuum, sandstone,
conglomerate, mudstone, shale, coal, dikes, and sills within the Triassic Basin. There are currently no agricultural
croplands or activities within the watershed; however, there was stream channelization and relocation associated
with the sanitary sewer line installation adjacent to the unnamed tributary.
1.2 Project Goals and Objectives
The purpose of this Stream and Vegetation Monitoring Year 5 report is to assess the Stream Restoration project
in order to determine restoration success. The monitoring plan to evaluate the success of the Site is based the
U.S. Army Corps of Engineers (USACE) Stream Mitigation Guidelines (April 2003) and the North Carolina Ecosystem
Enhancement Program (NCEEP) Monitoring Requirements and Performance Standards for Stream and/or Wetland
Mitigation (November, 2011). Monitoring of the Site will occur annually for seven (7) full years.
Construction of the Stream Restoration project occurred in the summer of 2013. During the month of November
2013, riparian buffer restoration activities began following construction of the restored active stream channel.
Riparian buffer restoration activities included planting trees and staking vegetation plots within the CE. The goal
of the stream restoration project is to modify the dimension, pattern, and profile of the channel so that a stable
and self -maintaining channel is created by utilizing natural channel design techniques and procedures. The design
was developed utilizing Rosgen-based natural channel design principles (Rosgen, 1996). Preventing future stream
bank erosion will be accomplished by fulfilling the following general objectives:
1) Conversion of approximately 3,459 linear feet of the tributary from an eroding, degraded channel to a
natural, stable system with restored aquatic habitat.
2) Reduction of sediment loading to a river system that flows into Jordan Lake - a recreational water body.
3) Establishment of a riparian corridor that has a restored floodplain, aquatic, and morphological functions
which provide habitat connectivity to the area and will be protected in perpetuity.
The following specific objectives will allow the restoration plan to succeed in obtaining the project's goal:
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'J MCADAMS WATER RECLAMATION POND STREAM RESTORATION
> MONITORING YEAR 5 REPORT
1) Design a channel with the appropriate cross -sectional dimension, pattern and longitudinal profile utilizing
the existing channel condition survey and collected reference reach data as a guide.
2) Improve upon and create bedform and aquatic habitat diversity (riffles, runs, pools and glides).
3) Create a nested floodplain (bankfull bench) that will be accessible at the proposed bankfull channel
elevation along the entire reach.
4) Ensure channel and stream bank stabilization by integrating in -channel grade control structures and
native vegetation into the proposed restoration design while also creating a stable and functional aquatic
and terrestrial habitat.
5) Establish a native forested riparian plant community within a minimum of 50 feet from the proposed top
of the bankfull channel along with the removal of exotic vegetation during construction implementation
and the elimination of current embankment maintenance practices.
2.0 CHANNEL STABILITY ASSESSMENT
Channel stability will be reflected in the surveyed permanent cross -sections, longitudinal profile, evaluation of
bank stability and cover, evaluation of in -stream structure performance and to a lesser degree pebble counts
compared to the as -built and any previously collected monitoring data. The general trend should reflect a stable
or slightly decreasing riffle cross -sectional area whereas pools may increase and yet be considered relatively
stable. The longitudinal profile will typically adjust depending on the frequency of bankfull or greater storm
events. Normally, the constructed channel profile will adjust (especially in a sand dominated bed) but it will need
to function without significant degradation (bed scour), aggradation (mid -channel bars) or bank erosion.
The Bank Height Ratio (BHR) shall not exceed 1.2 and the Entrenchment Ratio shall be no less than 2.2. The stream
shall remain stable over seven years and through two bankfull events as indicated by visual surveys, cross -sections
and bank pins. If monitoring (including vegetation) demonstrates success by year five (5), a proposal can be issued
by the Owner to terminate monitoring of the site.
2.1 Cross Sections and Longitudinal Profile
The stream geometry is successful if the cross-section geometry, profile and sinuosity are stable or reach a
dynamic equilibrium. It is expected there will be minimal changes in the designed cross sections, profile and/or
substrate composition. Changes that may occur during the monitoring period were evaluated to determine if they
represent a movement toward a more unstable condition (e.g. down cutting, erosion, mid- channel bars, etc.) or
are minor changes that represent an increase in stability (e.g. settling, vegetative changes, coarsening of bed
material, etc.). Deviation from the design ratios will not necessarily denote failure, as it is possible to maintain
stability and not stay within the design geometry. Cross section survey data will be collected and reported in years
1, 2, 3, 5 and 7. In Monitoring Year 5, the cross sections were surveyed on October 17 and 18, 2018 (Appendix B).
The longitudinal profile will be surveyed in years 1 and 7. The longitudinal profile was not surveyed as part of the
Monitoring Year 5 field assessment.
2.2 Pebble Counts
The composition of the streambed and banks is an important facet of stream character, influencing channel form
and hydraulics, erosion rates, sediment supply and other parameters. The most efficient basic technique in
measuring the streambed and banks is the Wolman Pebble Count method. This requires measuring individual
substrate particles along a cross section and tallying the size class of each particle. Pebble counts are conducted
to determine bed particle size distribution at each riffle cross section (Cross Sections 1, 3, 6 and 9). Pebble Counts
will be conducted and reported in years 1, 2, 3, 5 and 7. Pebble count data for Monitoring Year 5 was collected on
October 17 and 18, 2018 (Appendix B).
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'J MCADAMS WATER RECLAMATION POND STREAM RESTORATION
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2.3 Crest Stage Gauge
A Crest Stage Gauge (CSG) was installed during Monitoring Year 1 field activities to document bankfull events. The
CSG was installed at Station 15+57 near Vegetation Plot 5 (Appendix A, Figures 2.1 and 2.2). CSG measurements
will be conducted and reported in all years of monitoring. CSG measurements were not recorded during the
Monitoring Year 5 field assessment due to a malfunction of the CSG. However, abundant indicators of overbank
flow, such as wrack lines and bent vegetation, were observed throughout the Stream Restoration project during
the Monitoring Year 5 field assessment. A photo showing evidence of overbank flow at Cross Section 4 in
Monitoring Year 5 is included in Appendix G. Table 1 provides a list of bankfull events based on the installed CSG
and observed indicators of overbank flow.
Table 1. Verification of Bankfull Events
Monitoring
Year
Method
Collection
Date
Depth Reading
(CSG)
Rainfall
Depth*
Date of
Rainfall*
MY2
CSG
10/30/2015
2.4 feet
2.46 inches
10/03/2015
MY3
CSG
12/13/2016
2.6feet
4.46inches
10/09/2016
MY5
I Bankfull Indicators
10/10/2018
N/A
4.48 inches
9/17/2018
*Data from NC CRONOS NC-DH-6 — Durham 1.2 NW weather station
2.4 Bank Pins
Bank erosion rates are measured using bank pins that were installed into the stream banks during the As -built
monitoring set up. The bank pins were installed so that they can be measured over time in order to observe
changes in the stream bank profile. Bank pin measurements can then be used to estimate rates of erosion and
sediment loading. Bank pin measurements will be conducted and reported in years 1, 2, 3, 5 and 7. Bank pin data
for Monitoring Year 5 was collected on October 17 and 18, 2018 and is included in Appendix B.
2.5 Channel Stability Assessment Summary
As part of the Monitoring Year 5 field assessment, the entire stream restoration project was visually inspected,
Below is a summary and recommendations based on the visual inspection.
> As noted in previous years, mowing activities continue to occur within the Northern and Central sections of
the CE. Mowing within the CE needs to cease immediately for the project to receive full credit upon close
out.
> Two large trees have fallen across the channel and sanitary sewer easement in the Southern section of the
stream restoration project. These trees may create obstructions in the channel that could lead to bank
erosion during high flows and cause stability issues. It is recommended that the fallen trees be removed
from the channel.
> There are several areas of moderate bank erosion primarily within the Northern section of the site. The
cross-section survey and bank pin monitoring data suggest potential stability issues in the areas of Cross
Sections 1, 2, 4 and 5 (Appendix B). Moderate erosion was noted at several log sills in the Northern section
in Monitoring Year 4, and these areas have continued to experience erosion in Monitoring Year 5. A Log Sill
Structures Assessment (Appendix C) that includes a repair plan for the impaired log sills was completed in
April 2018 and is in the process of being implemented. Record rainfall in 2018 is likely a contributing factor
to bank erosion within the stream restoration reach. It is recommended that the stream banks, particularly
in the Northern section of the site, be monitored for stability; repair may be needed if the banks continue to
become less stable.
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MCADAMS WATER RECLAMATION POND STREAM RESTORATION
> MONITORING YEAR 5 REPORT
3.0 VEGETATION CONDITION AND COMPARISON
The primary focus of the vegetative monitoring will be solely on the tree stratum, although shrub and herbaceous
species encountered may also be recorded. Vegetation planting success criteria will be based on the survival of a
minimum density of 320 trees per acre (to include both planted and existing trees) after three (3) years of
monitoring. After five (5) years of monitoring, the density shall be no less than 260 trees per acre (to include both
planted and existing trees). After seven (7) years of monitoring, the density shall be no less than 210 trees per
acre (to include both planted and existing trees). In addition, planted vegetation must average 10 feet in height in
each plot at year seven (7). If the height standard is met and the stem density is trending toward success after five
(5) years of monitoring, monitoring of vegetation on the site may be terminated provided written approval is
provided by the USACE and NCDWQ.
3.1 Vegetation Monitoring Plots
All vegetation monitoring methodologies followed the most current templates and guidelines provided by DMS
(EEP, 2010; EEP, 2011). Baseline vegetation monitoring was conducted in accordance with CVS-EEP Protocol for
Recording Vegetation (CVS-EEP, V4.2). All six (6) vegetation monitoring plots installed by McAdams were located
in Monitoring Year 5. Figures 2.1 and 2.2 (Appendix A) depict the location of the vegetation monitoring plots.
Plant species, density, survival rates and the cause of mortality, if identifiable, were recorded within each
vegetation monitoring plot. Table 1 (Appendix D) provides a success summary for each vegetation monitoring
plot. In Monitoring Year 5, the Stream Restoration project had six (6) vegetation monitoring plots encompassing
0.1483 acres, containing 61 planted stems, which yielded a density of 411 planted stems per acre. Monitoring
Year 5 field activities were conducted on October 10 and 12, 2018. The planted vegetation survival threshold was
met for five (5) of the six (6) vegetation monitoring plots. Table 2 (Appendix D) provides a summary of the planted
stem counts for each vegetation plot. Table 3 (Appendix D) provides a summary of planted stem survival
compared to the As Built.
3.2 Vegetation Monitoring Plot Photos and Data Sheets
Photographs of the vegetation monitoring plots are in Appendix E. Vegetation Monitoring Plot Data Sheets are
provided in Appendix F. Each Vegetation Monitoring Plot Data Sheet provides measurements, location and vigor
of each planted species within a respective vegetation monitoring plot.
3.3 Photo Stations
Photo documentation is essential to monitoring the success of the Bank Parcel. Photos provide a visual assessment
of the vegetation conditions. Photo documentation will be provided and reported in all years of monitoring. All
nine (9) photo stations installed by McAdams were located in Monitoring Year 5. Figures 2.1 and 2.2 (Appendix
A) depict the locations of the photo stations. Photographs were taken at high resolution using an iPhone 7 camera.
Photographs for the photo stations are located in Appendix G.
4.0 INVASIVE SPECIES MONITORING
Construction of the Stream Restoration project required disturbing land within the CE resulting in the creation of
a highly disturbed early successional ecological system that contains tree sapling and shrub species in addition to
naturally occurring early emergent vegetative species. Over time, tree sapling and shrub species mature and
proliferate while naturally occurring early emergent vegetative species dwindle.
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'' WADAMS WATER RECLAMATION POND STREAM RESTORATION
> MONITORING YEAR 5 REPORT
The new, highly disturbed early successional ecological system created during the construction of Stream
Restoration project resulted in prime habitat for many invasive species that were known to occur within the CE
prior to construction activities, in addition to the surrounding areas (Invasive Species Management Plan, May,
2014). It is understood that naturally occurring early emergent vegetative species will thrive within the CE during
the early years of the Stream Restoration project. The early emergent vegetative species can be aggressive and
have characteristics of an invasive species; however, they are generally accepted as part of a naturally occurring
ecological system. Therefore, a definition of what is an invasive species is warranted.
Invasive Species are defined as non-native alien species that have the potential to negatively affect the
environment. These species occupy habitat within the riparian buffer and outcompete and suppress native
vegetation, thereby inhibiting both the establishment and natural succession of the native riparian community.
Considerable effort was made to remove most of the observed invasive species populations during the
construction phase of the Stream Restoration project by both mechanical and chemical means. Although
considerable effort was made to remove the invasive plants species from within the CE, remnant populations of
these invasive species were recorded in a post construction site visit conducted in May, 2014. Future treatment
is likely to be required for the observed invasive species, but additional invasive species may expand the list.
As part of the Monitoring Year 5 stream and vegetation monitoring efforts, invasive species monitoring and
treatment were conducted in the spring and fall. All identified populations of invasive plant species were treated
with herbicide by qualified professionals from River Works. River Works staff noted during their fall monitoring
and treatment that wisteria (Wisteria sp.) and porcelain berry (Ampelopsis brevipedunculata) are encroaching into
the CE and may need additional treatment. An onsite meeting with River Works will be scheduled for winter 2019
to discuss the level of monitoring and treatment required in spring and fall of 2019 to effectively control these
populations.
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�' MCADAMS WATER RECLAMATION POND STREAM RESTORATION
> MONITORING YEAR 5 REPORT
5.0 REFERENCES
Lee Michael T., Peet Robert K., Roberts Steven D., and Wentworth Thomas R., 2008. CVS-EEP Protocol for Recording
Vegetation Level. Version 4.2.
McAdams and Landscape Sanctuaries, May, 2014. Invasive Species Management Plan, Duke University Water
Reclamation Pond Stream Restoration.
Morris, George; River Works; Spring 2015 Treatment at Sandy Creek Campus Drive; May 12, 2015.
Morris, George; River Works; Fall 2015 Treatment at Sandy Creek Campus Drive; September 3, 2015.
North Carolina Ecosystem Enhancement Program (NCEEP) 2004. Guidelines for Riparian Buffer Restoration. Available
at internet site: http://www.nceep.net/news/reports/buffers.pdf.
North Carolina Ecosystem Enhancement Program (NCEEP) November 7, 2011. Monitoring Requirements and
Performance Standards for Stream and/or Wetland Mitigation.
Schafale MP and AS Weakley. 1990. Classification of the Natural Communities of North Carolina: Third Approximation.
North Carolina Natural Heritage Program, Division of Parks and Recreation, Department of Environment and
Natural Resources. Raleigh, North Carolina.
The John R. McAdams Company, Inc. October 2012. Stream Restoration Plan for the Duke University Water
Reclamation Pond.
US Army Corps of Engineers April, 2013. Stream Mitigation Guidelines.
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�' MCADAMS WATER RECLAMATION POND STREAM RESTORATION
APPENDIX A
SITE MAPS
> MONITORING YEAR 5 REPORT
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PROJECT no. DKU-14060 DUKE UNIVERSITY WATER
THE JOHN R. McADAMS
FILENAME: DKU14060X,DWG RECLAMATION POND k COMPANY, INC.
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�' MCADAMS WATER RECLAMATION POND STREAM RESTORATION
> MONITORING YEAR 5 REPORT
STREAM MORPHOLOGY DATA
creating experiences through experience

Sandy Creek Stream Restoration Site
Monitoring Year 5 Report • Durham County, North Carolina • December 2018
SANDY CREEK
CROSS-SECTION:
1
Year-0
Year-1
Year-2
Year-3
Year-5
Year-6
Year-7
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft Elev. ft
Station ft Elev. ft
0.00
361.19
0.00
361.22
0.00
361.22
0.00
361.24
0.00
361.20
0.07
360.16
0.12
360.08
0.06
360.13
0.13
360.21
5.31
359.13
3.42
359.45
5.63
359.15
6.41
359.16
4.38
359.29
17.05
358.25
9.03
359.96
21.38
357.60
14.48
358.75
15.01
358.49
28.09
357.65
15.98
358.57
32.76
357.79
19.22
357.89
20.95
357.78
35.67
357.79
20.32
357.88
36.45
357.86
27.70
357.78
32.31
357.74
37.24
357.18
28.39
357.70
37.85
357.67
37.53
357.73
37.69
357.71
38.20
354.54
35.13
357.97
38.50
357.35
39.08
357.05
39.14
357.09
39.08
354.37
37.78
357.62
39.14
357.07
40.30
356.44
39.85
356.80
40.34
354.51
39.15
357.01
39.95
356.78
40.75
356.05
40.50
356.45
41.40
354.86
40.70
356.42
40.79
356.27
40.69
355.87
40.60
355.81
42.10
355.02
42.21
356.28
41.43
355.82
41.61
355.75
41.18
355.51
43.17
355.40
42.25
356.18
41.04
356.03
42.52
355.85
41.70
355.47
44.26
355.57
42.46
356.17
41.65
355.85
43.33
355.91
43.10
355.73
46.13
355.90
42.60
356.18
42.85
355.93
44.13
355.96
43.85
355.83
47.65
355.93
42.82
356.20
44.26
355.90
44.96
355.89
44.64
355.71
49.51
356.17
42.98
356.20
46.02
355.85
45.85
355.81
45.75
355.73
51.18
356.54
43.19
356.08
46.77
355.94
46.60
355.92
46.23
355.81
57.21
357.53
43.45
356.08
47.01
356.05
46.93
355.99
46.81
356.22
62.03
359.34
43.64
356.09
48.33
356.09
47.52
356.00
49.97
356.38
68.01
360.99
43.68
356.23
50.36
356.28
48.15
356.02
52.42
356.83
43.93
356.17
54.78
357.56
49.32
356.17
56.37
357.59
44.00
356.23
57.64
357.80
51.84
356.62
59.65
358.43
44.04
356.27
62.01
359.40
54.09
357.30
61.75
359.28
44.24
356.25
67.98
359.63
57.52
357.53
65.00
359.55
44.49
356.16
68.15
361.00
62.20
359.35
67.72
359.70
44.70
356.12
68.07
359.61
68.03
360.97
44.88
356.17
68.06
360.98
45.03
356.11
45.38
356.09
45.63
356.14
45.95
356.14
46.07
356.17
46.25
356.13
46.51
356.14
46.71
356.20
46.77
356.21
46.98
356.22
47.11
356.20
47.27
356.13
47.49
356.08
47.71
356.08
47.93
356.10
48.20
356.11
48.34
356.12
48.45
356.15
48.59
356.18
48.86
356.19
49.32
356.15
49.72
356.24
50.88
356.38
53.11
357.09
54.69
357.51
57.46
357.63
60.24
358.72
62.37
359.41
68.04
359.65
68.15
360.97
0 MCADAMS

Sandy Creek Stream Restoration Site
Monitoring Year 5 Report • Durham County. North Carolina • December 2018
Sandy Creek Cross Section 1 - Riffle
362
361
360
359
358
> 357
m
li7 356
- - - Bankfull
_
355
-� Year-0, 2013
Year-1, 2014
354
t Year-2, 2015 0
15 20 25 30 35 40 45 50 55 60 65 70 75
- Year-3, 2016
t Year-5, 2018
Width from River Left to Right (ft)
YEAR-5, 2018 SURVEY DATA
PROJECT
SANDY CREEK
TASK
CROSS SECTION
REACH
UPPER
DATE
10/17/2018
CREW
KR,MB
C..mmnra,
TnM
CROSS SECTION PLOT - LOOKING DOWNSTREAM
CROSS-SECTION: 1
FEATURE: Riffle
Year-0
Year-1
Year-2
Year-3
Year-5
Year-6
Year-7
Bankfull X-sec areas
18.9
20.3
20.1
23.5
33.3
Bankfull Width ft
19.5
18.1
19.5
19.2
21.1
Bankfull Mean Depth 11
1.0
1.1
1.0
1.2
1.6
Bankfull Max Depth ft
1.5
1.8
1.8
2.2
3.3
Width/Depth Ratio
20.1
16.2
18.9
15.7
13.4
Entrenchment Ratio
2.8
3.0
2.9
3.5
3.2
Classification
C
C
C
C
C
Bank Heigbt Ratio
1.0
1.0
1.0
1.0
1.0
Bankfull Elevation ft
357.62
357.62
357.62
357.62
357.62
D50 mm
13.1
9.3
15.1
14.0
D84 mm
36.3
32.0
64.0
1 55.0
0 MCADAMS

Sandy Creek Stream Restoration Site
Monitoring Year 5 Report • Durham County, North Carolina • December 2018
SANDY CREEK
CROSS-SECTION:
2
Year-0
Year-1
Year-2
Year-3
Year-5
Year-6
Year-7
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft Elev. ft
Station ft Elev. ft
0.00
360.68
0.00
360.71
0.00
360.70
0.00
360.73
0.00
360.74
0.03
359.66
0.12
359.76
0.29
359.68
0.33
359.78
4.12
358.73
4.04
359.84
8.90
357.97
8.56
357.80
2.59
359.44
14.25
356.44
8.98
357.80
17.89
355.55
18.78
355.38
8.13
358.07
28.69
355.19
12.99
356.85
32.10
355.09
29.41
355.01
11.45
357.32
39.64
355.05
16.01
355.97
42.74
354.61
39.04
354.93
17.44
355.74
45.02
354.73
18.59
355.44
43.54
354.52
46.09
354.13
26.66
355.22
45.97
354.34
24.75
355.10
45.30
354.34
46.66
353.80
36.05
355.14
46.47
353.93
32.45
355.03
46.09
354.16
47.29
353.58
44.35
354.95
47.77
353.43
38.32
355.02
46.59
353.88
47.95
353.13
45.99
354.60
48.86
353.51
43.16
354.56
47.17
353.69
48.90
352.81
46.82
354.12
49.85
352.88
43.31
354.60
47.56
353.36
49.56
352.49
47.34
353.75
51.23
352.62
45.86
353.95
47.45
353.65
50.38
352.21
47.57
353.47
52.90
351.89
47.39
353.64
48.05
353.28
51.44
352.00
48.32
353.34
54.33
352.31
48.44
353.59
48.58
353.11
52.08
351.83
49.98
353.07
55.29
352.67
48.56
353.48
49.27
352.87
52.95
352.69
50.95
352.73
55.75
353.59
48.92
353.27
50.03
352.76
53.74
352.63
52.59
351.93
56.07
354.39
49.35
353.20
50.58
352.33
53.99
353.58
53.29
351.68
57.22
354.82
49.57
353.15
51.07
352.18
55.06
353.92
53.51
352.21
59.89
355.16
49.82
353.04
51.63
352.02
55.77
354.28
54.59
352.81
67.17
357.00
49.98
352.94
52.24
351.91
56.90
354.60
54.86
353.48
66.93
357.07
50.15
352.88
53.01
351.94
57.92
354.95
55.02
353.82
73.82
359.12
50.42
352.74
53.47
352.12
61.69
355.22
56.48
354.48
80.71
362.04
50.72
352.38
54.06
352.48
65.89
356.33
57.62
354.94
50.99
352.34
54.54
352.78
73.09
358.62
58.93
355.08
51.29
352.12
54.74
353.70
80.49
360.93
62.58
355.55
51.75
351.88
55.39
354.24
80.52
362.02
66.60
356.63
52.01
351.67
55.99
354.45
70.73
357.98
52.20
351.60
56.97
354.72
75.13
359.41
52.67
351.47
58.08
355.01
80.93
361.16
52.74
351.62
61.14
355.15
81.18
362.10
52.92
351.61
64.80
356.03
53.13
351.84
74.73
359.17
53.39
352.42
81.00
361.11
53.59
352.90
81.06
362.11
53.83
353.15
54.16
353.77
57.35
354.95
61.42
355.22
65.28
356.18
72.06
358.28
76.43
359.79
81.19
361.18
81.19
362.09
0 MCADAMS

Sandy Creek Stream Restoration Site
Monitoring Year 5 Report • Durham County, North Carolina • December 2018
Sandy Creek Cross Section 2 - Riffle
363
362
361
360
359
358
357
0 356
355
A
354
W 353
352
351
350
-
- - - Bankfull
Year-0, 2013
Year-1, 2014
t Year-2, 2015
- Year-3, 2016
t Year-5, 2018
-
15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90
Width from River Left to Right (ft)
CROSS SECTION PLOT - LOOKING DOWNSTREAM
YEAR-5, 2018 SURVEY DATA CROSS-SECTION:
PROJECT SANDY CREEK FEATURE: Pool
TASK CROSS SECTION
REACH UPPER
DATE 10/17/2018
CREW KR,MB
Rummary Data
Year-0
Year-1
Year-2
Year-3
Year-5
Year-6
Year-7
Bankfull X-sec area (s7
15.9
17.4
17.2
15.4
17.1
Bankfull Width ft
13.7
13.8
15.0
10.8
11.3
Bankfull Mean Depth ft
1.2
1.3
1.2
1.4
1.5
Bankfull Max Depth ft
3.1
2.7
2.8
2.9
2.7
Width/Depth Ratio
11.8
11.0
13.0
7.6
7.5
Entrenchment Ratio
4.5
3.0
3.9
5.4
5.1
Classification
E
E
C
C
C
Bank Heigbt Ratio
1.0
1.0
1.0
1.0
1.0
Bankfull Elevation ft
354.60
354.60
354.60
354.60
354.60
D50 mm
---
---
---
D84 mm
---
---
---
0 MCADAMS

Sandy Creek Stream Restoration Site
Monitoring Year 5 Report • Durham County, North Carolina • December 2018
SANDY CREEK
CROSS-SECTION:
3
Year-0
Year-1
Year-2
Year-3
Year-5
Year-6
Year-7
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft Elev. ft
Station ft Elev. ft
0.00
354.55
0.00
350.66
0.00
354.54
0.00
354.48
0.00
354.53
0.00
353.46
0.17
353.35
0.14
353.38
0.11
353.37
0.83
353.22
2.93
352.67
8.79
351.16
2.83
352.70
4.82
352.17
3.82
352.35
6.49
351.70
13.38
350.78
7.24
351.39
9.32
351.15
10.03
350.90
10.99
350.82
16.05
350.16
13.22
350.73
13.59
350.74
17.58
350.39
13.81
350.77
16.45
349.94
17.96
350.18
17.81
350.44
17.74
349.61
13.66
350.77
17.41
349.76
18.77
349.90
18.75
350.18
18.77
349.47
15.58
350.18
18.52
349.62
19.50
349.61
19.79
349.90
19.29
348.92
16.89
349.84
19.59
349.51
20.36
349.61
20.32
349.58
20.37
348.84
18.69
349.76
20.83
349.25
20.64
349.33
20.45
349.14
21.21
348.76
20.78
349.68
21.42
349.16
21.07
348.91
20.78
348.37
22.23
348.71
21.67
349.44
22.26
349.07
21.81
348.83
21.47
348.44
23.35
348.60
23.08
349.35
23.31
349.02
22.66
348.81
22.39
348.76
24.27
348.40
23.30
348.96
23.88
348.46
23.30
348.74
23.53
348.93
25.58
348.26
23.49
348.93
24.67
348.21
24.00
348.44
24.12
349.09
27.21
347.58
23.84
348.84
25.64
348.23
24.70
348.51
25.19
348.63
27.94
348.05
23.92
348.81
26.29
348.19
25.53
348.45
26.16
348.18
28.26
348.71
24.19
348.79
26.98
348.45
26.09
348.53
26.98
348.35
28.81
349.74
24.50
348.79
27.59
349.42
26.58
349.31
27.66
349.16
29.31
350.33
24.64
348.81
28.19
350.02
27.35
349.59
27.81
349.56
32.56
350.87
24.80
348.83
29.16
350.36
28.60
350.41
28.19
350.44
41.88
351.37
24.92
348.84
30.95
350.76
34.41
350.71
29.48
350.67
47.99
354.12
25.26
348.84
40.35
350.73
40.12
350.86
31.32
350.87
25.48
348.92
47.96
352.50
43.93
351.85
36.33
350.87
25.78
348.94
47.92
353.70
47.90
352.45
41.30
351.08
25.96
348.98
47.91
353.71
45.13
352.24
26.13
348.99
47.57
352.48
26.27
349.03
47.89
353.66
26.46
349.04
26.61
349.50
28.93
350.52
30.07
350.71
35.21
350.72
39.77
350.87
43.16
351.92
45.73
352.52
48.03
352.50
47.94
353.72
0 MCADAMS

Sandy Creek Stream Restoration Site
Monitoring Year 5 Report • Durham County, North Carolina • December 2018
Sandy Creek Cross Section 3 - Riffle
355
354
-
353
352
351
0
-----
---------
350
m
W 349
- - - Bankfull
-� Year-0, 2013
348
Year-1, 2014
347
10 15 20 25 30 35 40 45 50
t Year-2, 2015
- Year-3, 2016
t Year-5, 2018
Width from River Left to Right (ft)
CROSS SECTION PLOT - LOOKING DOWNSTREAM
YEAR-5, 2018 SURVEY DATA CROSS-SECTION:
PROJECT SANDY CREEK FEATURE: Riffle
TASK CROSS SECTION
REACH UPPER
DATE 10/17/2018
CREW KR,MB
Rummary Data
Year-0
Year-1
Year-2
Year-3
Year-5
Year-6
Year-7
Bankfull X-sec areas
17.3
22.1
18.8
18.3
26.1
Bankfull Width ft
23.1
27.1
22.1
16.6
20.1
Bankfull Mean Depth ft
0.8
0.8
0.9
1.1
1.3
Bankfull Max Depth ft
2.0
2.6
2.3
2.6
3.2
Width/Depth Ratio
30.8
33.1
26.0
15.1
15.4
Entrenchment Ratio
2.0
3.0
2.1
2.9
2.4
Classification
B
B
B
B
B
Bank Height Ratio
1.0
1.0
1.0
1.0
1.0
Bankfull Elevation ft
350.77
350.77
350.77
350.77
350.77
D50 mm
9.7
12.9
1.0
0.5
D84 mm
48.2
57.7
48.2
55.0
0 MCADAMS

Sandy Creek Stream Restoration Site
Monitoring Year 5 Report • Durham County, North Carolina • December 2018
SANDY CREEK
CROSS-SECTION:
4
Year-0
Year-1
Year-2
Year-3
Year-5
Year-6
Year-7
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft Elev. ft
Station ft Elev. ft
0.00
353.99
0.00
353.98
0.00
353.99
0.00
353.93
0.00
354.08
0.11
352.98
0.18
352.89
0.18
352.82
0.26
352.91
0.50
352.84
2.42
352.52
6.55
351.07
5.09
351.54
4.02
351.99
6.15
351.18
7.68
350.89
11.60
349.69
11.36
349.65
7.34
350.88
11.94
349.74
11.27
349.77
16.20
349.62
16.40
349.55
11.52
349.69
16.12
349.36
14.83
349.56
16.76
349.50
17.27
349.12
15.14
349.67
16.72
348.85
17.89
349.17
17.24
349.19
18.63
348.17
16.53
349.69
16.75
347.82
18.49
348.22
17.63
349.04
18.10
347.49
16.95
349.26
17.70
346.35
18.90
347.70
17.94
348.14
18.59
347.06
17.34
348.92
18.71
346.42
19.49
347.39
17.91
348.24
19.30
346.85
17.41
347.98
20.67
346.06
19.85
347.38
18.40
347.55
20.28
346.61
18.13
346.74
23.86
346.97
20.10
347.43
19.07
347.21
21.50
346.90
19.93
346.10
26.55
347.30
20.69
347.43
19.85
347.18
22.84
346.86
21.61
346.37
28.28
347.79
21.01
347.67
20.76
347.20
24.02
347.12
23.73
346.97
28.99
348.53
21.03
347.84
21.97
347.31
24.95
347.23
25.00
347.02
29.95
349.05
21.40
347.95
22.84
347.50
25.97
347.49
26.26
347.28
39.48
349.59
21.95
347.96
23.95
347.74
26.72
347.63
27.25
347.36
46.68
350.24
22.27
348.03
25.26
347.88
27.44
347.74
28.24
347.81
48.72
351.36
22.89
348.01
26.66
347.93
27.81
348.15
28.38
348.18
49.86
352.59
23.23
348.03
28.09
348.03
28.13
348.53
28.60
348.83
23.57
348.05
28.38
348.12
29.07
349.00
28.98
349.22
23.89
347.99
28.83
348.62
32.27
349.06
29.69
349.32
24.54
348.03
29.15
348.98
38.55
349.45
32.53
349.50
24.92
348.09
29.86
349.14
44.82
349.44
36.06
349.55
25.30
348.02
39.21
349.44
47.46
350.45
41.90
349.61
25.77
348.04
43.00
349.45
49.22
351.47
45.60
349.69
26.20
348.14
44.98
349.54
49.99
351.64
48.59
351.21
26.63
348.18
48.99
351.45
50.05
352.66
49.75
351.63
26.93
348.24
49.91
351.67
49.99
352.63
27.73
348.34
50.08
352.65
30.16
348.92
32.17
349.07
36.95
349.49
44.37
349.54
46.18
349.94
47.45
350.47
49.13
351.62
50.15
351.81
50.16
352.65
0 MCADAMS

Sandy Creek Stream Restoration Site
Monitoring Year 5 Report • Durham County, North Carolina • December 2018
Sandy Creek Cross Section 4 - Pool
355
354
353
352
351
350
a
A349
----- - - - - --
348
7
W
Bankfull
347
-� Year-0, 2013
346
Year-1, 2014
345
t Year-2, 2015 10
15 20 25 30 35 40 45 50 55
- Year-3, 2016
-F Year-5, 2018
Width from River Left to Right (ft)
CROSS SECTION PLOT - LOOKING DOWNSTREAM
YEAR-5, 2018 SURVEY DATA CROSS-SECTION:
PROJECT SANDY CREEK FEATURE: Pool
TASK CROSS SECTION
REACH UPPER
DATE 10/17/2018
CREW KR,MB
Rummary Data
Year-0
Year-1
Year-2
Year-3
Year-5
Year-6
Year-7
Bankfull X-sec areas
13.5
17.2
19.4
26.3
28.6
Bankfull Width ft
15.4
13.8
14.7
12.0
15.7
Bankfull Mean Depth ft
0.9
1.2
1.3
2.2
1.8
Bankf ill Max Depth ft
1.8
2.0
2.5
3.1
3.1
Width/Depth Ratio
17.5
11.2
11.1
5.5
8.6
Entrenchment Ratio
2.6
3.0
3.0
3.9
3.0
Classification
C
E
E
E
E
Bank Height Ratio
1.0
1.0
1.0
1.0
1.0
Bankfull Elevation ft
349.17
349.17
349.17
349.17
349.17
D50 mm
---
---
---
---
D84 mm
---
---
---
---
0 MCADAMS

Sandy Creek Stream Restoration Site
Monitoring Year 5 Report • Durham County, North Carolina • December 2018
SANDY CREEK
CROSS-SECTION:
5
Year-0
Year-1
Year-2
Year-3
Year-5
Year-6
Year-7
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft Elev. ft
Station ft Elev. ft
0.00
345.91
0
346.03
0.00
345.97
0.00
345.86
0.00
345.81
0.11
345.02
0.13
344.92
0.03
344.93
0.18
344.82
1.27
344.29
1.56
344.32
4.78
342.91
6.96
341.88
4.14
343.14
3.60
343.01
4.78
342.91
11.51
340.11
12.42
339.87
7.70
341.45
9.87
340.38
9.46
340.75
17.18
339.56
15.65
339.65
11.05
340.09
13.03
339.61
12.44
339.82
17.84
339.32
17.51
339.41
13.75
339.56
13.99
338.76
17.25
339.49
18.54
338.82
18.01
339.11
14.44
339.32
14.60
338.37
18.18
338.97
19.28
338.3
18.22
338.77
14.92
338.86
14.77
336.83
19.44
338.37
20
337.66
18.52
338.27
15.19
338.34
15.36
336.21
19.55
338.28
20.73
337.06
18.61
337.84
14.91
337.43
17.76
335.34
19.84
338.10
21.43
336.79
19.20
337.33
17.03
336.98
20.80
335.32
19.97
337.87
21.91
336.7
19.97
336.62
22.55
335.56
23.00
335.72
20.13
337.90
22.47
336.7
20.93
336.19
24.00
335.67
24.38
336.48
20.24
337.68
23.19
336.81
21.68
336.19
25.46
336.13
26.28
336.74
20.49
337.54
23.45
336.92
22.71
336.48
26.81
336.66
27.50
338.08
20.67
337.51
24.15
337.45
24.02
336.95
27.46
338.03
27.78
338.58
20.85
337.46
25.0
338.0
24.91
337.43
27.32
338.54
28.48
339.31
20.98
337.38
25.95
338.12
25.78
337.86
27.78
339.13
43.23
339.75
21.17
337.40
26.49
338.25
26.45
338.36
28.55
339.35
63.18
340.89
21.41
337.45
26.58
338.45
26.79
338.68
32.66
339.32
74.00
342.83
21.53
337.50
27.68
338.73
27.46
338.90
38.96
339.77
74.88
343.85
21.68
337.52
28.58
338.84
28.65
339.02
47.01
339.79
21.74
337.66
29.26
338.95
37.05
339.71
53.60
340.03
22.03
337.74
30.22
339.02
48.59
339.84
59.98
340.61
22.22
337.81
31.27
339.02
60.80
340.74
66.94
341.24
22.58
337.78
32.3
339.06
71.87
342.60
71.71
342.48
22.89
337.69
33.24
339.33
74.87
342.97
74.66
342.93
23.28
337.86
41.52
339.85
74.90
344.01
74.82
343.94
23.64
337.93
52.69
340.15
23.84
337.84
64.6
341.24
24.05
338.04
73.3
342.94
24.23
338.12
74.84
343.07
24.47
338.14
74.96
344.02
24.69
338.17
24.78
338.20
25.11
338.26
25.39
338.29
25.98
338.42
27.20
338.71
33.08
339.23
35.43
339.66
45.29
339.87
53.29
340.16
62.20
340.99
69.18
341.86
71.77
342.58
74.01
343.09
74.75
343.01
74.84
344.01
0 MCADAMS

Sandy Creek Stream Restoration Site
Monitoring Year 5 Report • Durham County, North Carolina • December 2018
Sandy Creek Cross Section 5 - Pool
347
346
345
344
343
342
341
340
0
339
338
W 337
336
- - - Bankfull
Year-0, 2013
-
335
334
Year-1, 2014
t Year-2,2015
- Year-3, 2016
---� Year-5, 2018
15 20 25 30 35 40 45 50 55 60 65 70 75 80
Width from River Left to Right (ft)
CROSS SECTION PLOT - LOOKING DOWNSTREAM
YEAR-5, 2018 SURVEY DATA CROSS-SECTION:
PROJECT SANDY CREEK FEATURE: Pool
TASK CROSS SECTION
REACH MIDDLE
DATE 10/17/2018
CREW KR,MB
Rummary Data
Year-0
Year-1
Year-2
Year-3
Year-5
Year-6
Year-7
Bankfull X-sec areas
16.1
20.0
22.1
37.5
45.8
Bankfull Width ft
17.3
18.2
15.9
18.8
13.9
Bankfull Mean Depth ft
0.9
1.1
1.4
2.0
3.3
Bankf ill Max Depth ft
2.1
2.8
3.2
3.8
4.2
Width/Depth Ratio
18.6
16.6
11.5
9.5
4.2
Entrenchment Ratio
3.5
3.0
4.2
3.8
5.2
Classification
C
C
E
E
E
Bank Height Ratio
1.0
1.0
1.0
1.0
1.0
Bankfull Elevation ft
339.49
339.49
339.49
339.49
339.49
D50 mm
---
---
---
D84 mm
---
---
---
0 MCADAMS

Sandy Creek Stream Restoration Site
Monitoring Year 5 Report • Durham County, North Carolina • December 2018
SANDY CREEK
CROSS-SECTION:
6
Year-0
Year-1
Year-2
Year-3
Year-5
Year-6
Year-7
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft Elev. ft
Station ft Elev. ft
0.00
341.46
0
337.87
0.07
340.36
0.00
341.45
0.00
341.42
0.08
340.59
0.14
340.49
4.87
337.96
0.23
340.52
0.52
340.24
3.78
339.39
5.01
338
8.77
335.51
1.77
339.34
6.13
337.73
7.01
336.41
10.02
334.94
12.69
334.60
4.99
338.00
9.05
335.65
9.33
335.05
13.23
334.62
13.97
334.25
7.25
336.40
13.99
335.01
12.67
334.68
14.15
333.99
14.66
333.99
10.09
334.98
14.62
334.35
13.38
334.43
14.74
333.71
15.46
333.81
14.00
334.63
15.21
333.37
14.02
334.24
15.63
333.65
15.93
333.54
14.90
334.28
15.90
332.83
14.78
333.76
15.95
333.23
16.17
333.30
15.55
333.71
17.84
332.89
15.92
333.44
16.29
333.31
16.54
332.88
16.02
333.62
20.18
332.80
16.14
333.28
16.35
332.98
16.93
332.85
16.03
333.24
21.09
332.54
16.37
333.14
16.83
332.93
17.72
332.77
16.13
332.72
22.52
332.71
16.50
333.15
17.56
332.98
18.96
332.95
17.30
332.63
23.52
332.85
16.69
333.14
18.48
333.05
19.89
333.21
17.96
332.65
24.22
333.32
16.89
333.08
19.22
332.99
20.51
333.28
19.42
332.67
24.17
334.11
17.01
333.11
19.77
333.02
21.36
333.20
20.60
332.73
24.98
334.46
17.20
333.03
20.3
333.0
21.60
333.22
21.97
332.79
27.78
334.68
17.28
333.13
21.1
332.94
22.72
333.39
22.72
333.09
35.80
335.15
17.49
333.14
22
333
25.18
333.65
23.43
333.27
41.81
335.66
17.69
333.03
22.84
333.26
27.25
334.03
23.86
333.47
17.87
333.02
23.2
333.26
29.45
334.42
24.29
333.82
17.98
333.04
24.31
333.48
34.18
334.87
26.00
334.24
18.14
333.03
25.24
333.49
39.90
335.13
26.80
334.38
18.41
333.10
26.31
333.58
42.98
335.81
31.18
334.85
18.53
333.11
27.01
333.69
43.13
337.03
35.41
335.00
18.62
333.10
27.47
333.72
40.28
335.29
18.70
333.09
28.33
334.29
43.02
335.80
18.82
333.05
30.23
334.73
43.17
337.03
18.98
333.06
36.77
335.05
19.12
333.15
41.13
335.39
19.27
333.17
43.11
335.82
19.47
333.19
43.24
337.04
19.50
333.26
19.58
333.29
19.74
333.20
19.84
333.17
20.01
333.16
20.06
333.18
20.26
333.20
20.46
333.17
20.59
333.14
20.79
333.12
20.85
333.17
20.96
333.21
21.13
333.20
21.28
333.25
21.99
333.26
24.70
333.48
27.40
333.72
30.58
334.66
36.00
335.00
40.76
335.31
43.13
335.92
43.22
337.05
0 MCADAMS

Sandy Creek Stream Restoration Site
Monitoring Year 5 Report • Durham County, North Carolina • December 2018
Sandy Creek Cross Section 6 - Riffle
342
341
340
339
338
337
0
336
335
W
_ Bankfull
- - - - - - - - - -
334
Year-0, 2013
333
Year-1, 2014
332
+Year-2, 2015 10
15 20 25 30 35 40 45
� Year-3, 2016
tYear-5, 2018
Width from River Left to Right (ft)
CROSS SECTION PLOT - LOOKING DOWNSTREAM
YEAR-5, 2018 SURVEY DATA CROSS-SECTION:
PROJECT SANDY CREEK FEATURE: Riffle
TASK CROSS SECTION
REACH MIDDLE
DATE 10/17/2018
CREW KR,MB
Rummary Data
Year-0
Year-1
Year-2
Year-3
Year-5
Year-6
Year-7
Bankfull X-sec area s
15.0
19.0
13.9
14.0
14.9
Bankfull Width ft
16.4
16.5
16.1
12.2
10.3
Bankfull Mean Depth ft
0.9
1.2
0.9
1.2
1.4
Bankf ill Max Depth ft
1.4
1.7
1.7
1.8
1.9
Width/Depth Ratio
17.9
14.4
18.5
10.6
7.1
Entrenchment Ratio
2.1
3.0
2.2
2.9
3.3
Classification
B
B
B
B
B
Bank Height Ratio
1.0
1.0
1.0
1.0
1.0
Bankfull Elevation ft
334.43
334.43
334.43
334.43
334.43
D50 mm
4.7
5.4
0.4
0.1
D84 mm
24.2
22.1
14.0
1 7.2
0 MCADAMS

Sandy Creek Stream Restoration Site
Monitoring Year 5 Report • Durham County, North Carolina • December 2018
SANDY CREEK
CROSS-SECTION:
7
Year-0
Year-1
Year-2
Year-3
Year-5
Year-6
Year-7
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft Elev. ft
Station ft Elev. ft
0
345.92
0
345.92
0.00
345.92
0.00
345.95
4.00
342.15
0.07
344.73
0.12
344.83
0.05
344.83
0.00
344.79
11.57
337.54
5.99
340.57
6.26
341.07
9.25
339.82
3.41
342.85
22.94
333.31
11.3
339.05
14.72
337.09
18.71
335.31
8.34
339.37
28.66
333.19
17.45
336.09
21.19
334.35
22.72
333.89
16.51
336.48
29.59
332.65
22.15
334.05
23.88
333.87
28.00
333.57
19.61
334.92
30.33
332.03
27.63
333.51
27.39
333.6
29.48
333.01
24.65
333.90
30.75
331.33
28.88
332.91
28.56
333.33
30.70
332.47
28.11
333.59
31.55
330.43
29.76
332.36
29.56
333.02
31.40
332.31
29.17
333.11
32.88
330.19
30.04
332.19
29.99
332.29
32.41
332.32
29.76
332.83
34.99
329.77
30.34
331.95
30.86
332.2
32.75
332.16
29.91
332.33
38.27
330.53
30.44
331.94
31.43
332.28
33.23
331.89
30.41
331.88
39.33
330.90
30.7
331.94
32.04
332.53
33.74
331.73
31.36
331.77
39.90
331.18
30.98
331.95
32.37
332.25
34.58
331.47
33.00
331.06
40.96
331.89
31.18
331.96
32.97
332.23
35.35
331.73
34.42
330.69
41.72
332.57
31.54
332.04
32.98
332.08
36.44
331.97
34.56
330.59
42.57
332.96
31.89
332.07
33.7
332.1
37.36
331.93
36.16
330.93
43.66
333.08
32.1
332.0
34.5
332.19
37.40
332.20
36.64
331.13
53.27
333.01
32.31
331.97
35.19
332.07
38.31
332.61
37.97
331.38
64.88
333.34
32.68
331.92
36.23
332.13
38.78
333.00
39.26
332.00
73.69
336.04
33.14
331.86
36.62
332.24
40.10
333.14
39.55
332.29
33.66
331.86
38
332.35
50.17
333.42
40.39
332.75
33.95
331.82
39.73
332.36
60.42
333.70
41.85
333.06
34.41
331.6
40.81
332.48
68.57
335.39
42.52
333.26
34.73
331.56
42.13
332.57
74.91
337.46
47.01
333.70
35.16
331.64
42.52
332.81
75.01
338.34
52.14
333.75
35.43
331.63
43.16
332.98
57.77
333.76
35.95
331.6
44.29
333.09
62.96
334.04
36.51
331.53
46.13
333.2
66.19
334.61
36.79
331.5
52.78
333.64
70.87
336.12
37.09
331.47
58.34
333.73
74.82
337.42
37.35
331.52
65.96
334.45
75.06
338.36
37.54
331.58
71.46
336.52
37.8
331.63
74.93
337.5
38.24
331.7
75.06
338.36
38.46
331.77
38.8
331.79
39.25
331.82
39.44
331.89
39.61
331.97
39.84
332.07
40.05
332.19
40.48
332.29
44.33
332.68
49.32
333.43
57.01
333.68
65.34
334.37
70.8
336.18
74.89
337.5
75.02
338.38
0 MCADAMS

Sandy Creek Stream Restoration Site
Monitoring Year 5 Report • Durham County, North Carolina • December 2018
Sandy Creek Cross Section 7 - Pool
347
346
345
344
343
342
341
-
340
�
339
338
0
337
4
336
335
W
334
- - _ Bankfull
333
- -
332
-a- Year-0, 2013
331
330
Year-1, 2014
329
_ Year-2, 2015 0
15 20 25 30 35 40 45 50 55 60 65 70 75
- Year-3, 2016
--� Year-5, 2018
Width from River Left to Right (ft)
CROSS SECTION PLOT - LOOKING DOWNSTREAM
YEAR-5, 2018 SURVEY DATA CROSS-SECTION:
PROJECT SANDY CREEK FEATURE: Pool
TASK CROSS SECTION
REACH MIDDLE
DATE 10/18/2018
CREW KR,MB
Rummary Data
Year-0
Year-1
Year-2
Year-3
Year-5
Year-6
Year-7
Bankfull X-sec areas
18.3
11.4
8.0
17.7
28.1
Bankfull Width ft
19.2
16.4
9.4
12.6
12.8
Bankfull Mean Depth ft
1.0
0.7
0.9
1.4
2.2
Bankf ill Max Depth ft
1.7
1.1
1.5
2.5
3.2
Width/Depth Ratio
20.2
23.4
10.9
8.9
5.8
Entrenchment Ratio
2.4
3.0
4.7
4.0
4.6
Classification
C
C
E
E
E
Bank Height Ratio
1.0
1.0
1.0
1.0
1.0
Bankfull Elevation ft
333.02
333.02
333.02
333.02
333.02
D50 mm
---
---
---
---
D84 mm
---
---
---
---
0 MCADAMS

Sandy Creek Stream Restoration Site
Monitoring Year 5 Report • Durham County, North Carolina • December 2018
SANDY CREEK
CROSS-SECTION:
8
Year-0
Year-1
Year-2
Year-3
Year-5
Year-6
Year-7
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft Elev. ft
Station ft Elev. ft
0
336.01
0
336.07
0.00
336.02
0.00
336.04
0.00
336.05
0.04
335.03
0.1
334.96
-0.01
334.92
0.11
335.06
1.85
334.34
1.03
334.78
6.25
333.04
6.92
332.43
4.48
333.51
12.02
331.02
7.61
332.13
12.54
330.97
12.32
330.92
10.63
331.32
21.23
329.58
15.28
330.27
19.27
329.57
17.15
329.79
16.95
329.86
29.01
329.26
28.17
328.92
25.53
329.15
25.62
329.05
25.09
329.19
30.06
328.47
31.41
328.22
29.22
328.78
29.16
328.76
28.65
328.99
32.06
327.99
33.5
327.67
31.45
328.07
30.99
328.32
30.14
328.80
31.74
327.45
35.05
327.5
31.72
327.72
31.62
327.81
31.16
328.53
32.63
327.12
35.11
327.41
32
327.44
32.12
327.47
31.51
328.16
34.00
327.02
35.25
327.35
32.41
327.53
34.08
327.51
31.94
327.47
36.15
326.62
35.4
327.36
32.62
327.24
35.76
327.52
32.85
327.10
38.25
326.51
35.56
327.35
33.52
327.23
37.68
327.44
34.09
326.90
38.98
326.97
35.69
327.38
34.44
327.22
38.36
327.32
35.02
326.88
39.52
327.26
35.83
327.35
35.29
327.19
39.26
327.25
36.89
326.58
40.41
327.71
36.42
327.26
36.07
327.13
40.17
327.40
37.80
326.58
40.81
328.39
36.54
327.26
36.8
327.1
40.59
327.75
38.53
326.68
44.66
330.28
36.6
327.2
37.58
327.01
42.60
328.89
40.01
327.37
48.99
332.73
36.79
327.22
38.38
326.82
45.61
330.68
40.37
327.45
50.92
334.57
36.94
327.18
39.01
326.65
48.76
332.49
40.58
328.04
37.11
327.12
39.62
326.96
51.22
333.66
41.24
328.35
37.31
327.08
40.3
327.44
51.10
334.59
42.11
328.90
37.56
326.99
40.81
327.72
42.88
329.05
37.87
326.92
41.5
328.24
44.67
330.00
38.13
326.87
42.87
329.13
46.74
331.64
38.33
326.84
47.41
331.8
49.21
332.86
38.48
326.84
50.98
333.63
50.77
333.61
38.68
326.84
51.11
334.64
51.10
334.60
38.88
326.8
39.03
326.78
39.2
326.78
39.54
326.83
39.56
326.83
39.84
327
40.12
327.11
40.18
327.22
40.34
327.3E
40.47
327.3E
40.5
327.57
44.81
330.19
48.58
332.53
51.15
333.61
51.14
334.58
0 MCADAMS

Sandy Creek Stream Restoration Site
Monitoring Year 5 Report • Durham County, North Carolina • December 2018
337
336
Sandy Creek Cross Section 8 - Pool
335
334
333
332
x
331
° 330
329
W 328
- - - Bankfull
327
Year-0, 2013
326
Year-1, 2014
325
t Year-2, 2015 10
15 20 25
- Year-3, 2016
--� Year-5, 2018
Width from River Left to Right (ft)
YEAR-5, 2018 SURVEY DATA
PROJECT
SANDY CREEK
TASK
CROSS SECTION
REACH
LOWER
DATE
10/18/2018
CREW
KR,MB
C..mmnra,
TnM
30 35 40 45 50
CROSS SECTION PLOT - LOOKING DOWNSTREAM
CROSS-SECTION: 8
FEATURE: Pool
Year-0
Year-1
Year-2
Year-3
Year-5
Year-6
Year-7
Bankfull X-sec area (s7
17.1
17.9
15.3
18.7
19.1
Bankfull Width ft
14.8
14.2
15.0
12.8
12.4
Bankfull Mean Depth 11
1.2
1.3
1.0
1.5
1.5
Bankfull Max Depth ft
2.2
2.2
1.6
2.3
2.4
Width/Depth Ratio
12.8
11.2
14.7
8.7
8.1
Entrenchment Ratio
2.3
3.0
2.1
2.8
2.9
Classification
C
E
B
B
B
Bank Heigbt Ratio
1.0
1.0
1.0
1.0
1.0
Bankfull Elevation ft
328.92
328.92
328.92
328.92
328.92
D50 mm
---
---
---
---
D84 mm
---
---
---
---
0 MCADAMS

Sandy Creek Stream Restoration Site
Monitoring Year 5 Report • Durham County, North Carolina • December 2018
SANDY CREEK
CROSS-SECTION:
9
Year-0
Year-1
Year-2
Year-3
Year-5
Year-6
Year-7
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft Elev. ft
Station ft Elev. ft
0
331.44
0
331.45
0.00
331.46
0.00
331.44
0.00
331.35
0.06
330.3
0.16
330.3
0.14
330.25
0.13
330.31
0.74
329.93
2.61
329.52
7.08
328.04
6.57
329.14
3.25
329.23
4.73
328.90
9.2
327.65
12.93
326.99
12.93
326.96
7.92
327.89
12.39
326.89
14.93
326.83
15.44
326.72
17.51
326.64
14.12
326.93
18.83
326.59
20.34
326.54
18.47
326.64
20.32
326.47
19.31
326.69
19.81
325.32
22.16
325.77
18.76
326.13
21.09
326.14
19.92
326.08
20.48
325.04
23.6
324.98
19.44
325.61
21.70
325.53
20.42
325.47
21.87
324.97
23.64
324.85
20.25
325.43
22.31
325.24
20.79
325.06
23.03
324.76
23.75
324.83
20.91
325.36
22.45
324.83
21.50
324.88
24.08
324.47
23.87
324.77
21.5
325.41
22.61
324.67
22.08
324.79
23.94
324.47
24.06
324.77
22.51
325.15
23.09
324.49
23.07
324.57
25.16
324.51
24.17
324.73
22.68
325.15
24.11
324.62
24.31
324.59
26.68
324.57
24.52
324.67
22.96
324.88
25.05
324.70
25.29
324.67
28.46
324.63
24.69
324.62
23.12
324.61
26.10
324.70
26.66
324.73
30.79
324.96
24.83
324.62
23.56
324.4
26.99
324.62
27.54
324.73
32.07
325.70
25.17
324.6
24.3
324.4
28.07
324.58
28.75
324.82
32.69
326.16
25.4
324.6
25.69
324.54
29.23
324.72
29.67
324.83
35.29
326.26
25.66
324.73
26.88
324.55
30.32
324.75
30.14
324.90
40.09
328.58
25.85
324.74
28.48
324.57
30.89
324.83
30.73
324.82
42.27
330.25
26.01
324.76
29.79
324.69
31.60
324.89
31.86
324.98
26.22
324.76
31.16
324.71
32.47
325.09
32.47
325.54
26.4
324.81
31.93
324.88
35.71
326.37
32.88
326.05
26.54
324.84
32.6
324.96
39.01
327.96
33.38
326.19
26.77
324.87
33.6
325.41
42.44
329.24
35.40
326.34
26.91
324.8
37.3
327.21
42.48
330.41
39.05
328.21
27.07
324.72
40.68
328.55
42.10
329.22
27.24
324.75
42.4
329.25
42.42
330.40
27.45
324.8
42.48
330.41
27.69
324.81
27.89
324.76
28.06
324.8
28.15
324.83
28.41
324.84
28.5
325
29.2
325.05
33.31
325.3
36.12
326.74
37.65
327.55
41.02
329
42.49
329.34
0 MCADAMS

Sandy Creek Stream Restoration Site
Monitoring Year 5 Report • Durham County, North Carolina • December 2018
332
331
330
329
�R 328
0 327
326
W 325 - Bankfull
-� 324 Year-0, 2013
Year-1, 2014
323
t Year-2, 2015
Year-3, 2016
---� Year-5, 2018
YEAR-5, 2018 SURVEY DATA
PROJECT
SANDY CREEK
TASK
CROSS SECTION
REACH
LOWER
DATE
10/18/2018
CREW
KR,MB
C..mmnra,
TnM
Sandy Creek Cross Section 9 - Riffle
10 15 20 25 30 35 40
Width from River Left to Right (ft)
CROSS SECTION PLOT - LOOKING DOWNSTREAM
CROSS-SECTION: 9
FEATURE: Riffle
Year-0
Year-1
Year-2
Year-3
Year-5
Year-6
Year-7
Bankfull X-sec area (s7
19.3
27.7
21.5
19.4
23.2
Bankfull Width ft
15.4
17.7
15.6
15.7
17.0
Bankfull Mean Depth 11
1.3
1.6
1.4
1.2
1.4
Bankf ill Max Depth ft
1.9
2.2
2.0
1.8
2.1
Width/Depth Ratio
12.2
11.3
11.3
12.8
12.4
Entrenchment Ratio
2.2
3.0
2.2
2.0
2.0
Classification
B
B
E
E
E
Bank Heigbt Ratio
1.0
1.0
1.0
1.0
1.0
Bankfull Elevation ft
326.54
326.54
326.54
326.54
326.54
D50 mm
5.7
7.1
2.7
7.6
D84 mm
32.0
1 49.8
49.8
1 27.0
0 MCADAMS

Sandy Creek Stream Restoration Site
Monitoring Year 5 Report • Durham County, North Carolina • December 2018
SANDY CREEK
CROSS-SECTION:
10
Year-0
Year-1
Year-2
Year-3
Year-5
Year-6
Year-7
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft
Elev. ft
Station ft Elev. ft
Station ft Elev. ft
0
331.89
0
331.89
0.00
331.89
0.00
331.91
1.60
328.32
0.01
330.67
0.02
330.51
-0.02
330.49
0.23
330.60
3.78
328.48
1.93
329.8
7.97
327.06
6.26
327.77
3.13
329.14
10.09
326.23
9.02
326.88
12.27
325.83
11.47
325.98
7.26
327.33
14.70
325.98
12.31
325.77
14.69
325.6
12.67
325.77
12.09
325.95
14.89
326.03
16.16
325.48
16.09
325.54
15.24
325.65
15.13
325.85
16.59
325.18
18.16
324.23
16.85
325.08
16.73
324.84
16.62
325.31
17.13
324.41
18.98
323.9
17.67
324.47
17.63
324.56
17.59
324.67
18.18
323.88
19.15
323.82
18.46
323.94
18.36
324.11
18.21
324.21
18.40
323.76
19.53
323.6
18.93
323.95
18.69
323.99
18.36
323.95
19.45
323.47
19.77
323.48
18.8
323.83
19.13
323.80
18.43
323.89
20.77
323.47
20.01
323.35
19.34
323.69
19.75
323.44
18.98
323.81
22.18
323.51
20.28
323.37
20.15
323.52
20.29
323.22
19.45
323.62
24.20
323.47
20.53
323.35
21.02
323.53
21.35
323.39
19.71
323.56
24.62
323.89
20.92
323.48
21.88
323.54
22.23
323.66
20.37
323.69
24.54
324.49
21.17
323.55
22.73
323.54
22.87
323.69
20.71
323.64
25.11
324.99
21.5
323.65
23.7
323.7
23.33
323.95
21.15
323.72
26.33
325.90
21.9
323.7
24.29
323.93
24.08
324.18
21.70
323.71
29.05
326.04
22.41
323.8
25.04
324.13
25.47
324.42
22.35
323.73
35.51
325.50
22.76
323.83
26.06
324.25
29.53
324.80
22.90
323.86
49.15
326.67
22.97
323.79
26.05
324.23
36.92
325.50
23.09
323.99
60.78
328.01
23.16
323.78
27.05
324.37
51.00
326.96
23.22
324.37
62.68
329.22
23.56
323.78
27.98
324.4
62.84
328.10
23.42
324.62
23.65
323.8
29.18
324.95
62.92
329.25
23.64
324.97
23.86
323.82
33.71
325.2
24.57
325.19
24.08
323.87
39.57
325.8
25.47
325.31
24.46
323.91
47.24
326.48
30.66
325.38
24.72
323.87
56.18
327.63
36.10
325.65
25.16
324.01
62.81
328.15
41.21
326.06
30.34
324.63
62.95
329.26
47.54
326.59
44.24
326.09
52.63
327.17
60.28
327.99
57.12
327.81
62.85
328.17
62.63
328.16
62.88
329.24
62.72
329.27
0 MCADAMS

Sandy Creek Stream Restoration Site
Monitoring Year 5 Report • Durham County, North Carolina • December 2018
Sandy Creek Cross Section 10 - Pool
332
331
330
329
�R
328
WE
0
327
326
W
325
'Bankfull
- - - - - -
324
-� Year-0, 2013
Year-1, 2014
323
t Year-2, 2015 10
15 20 25 30 35 40 45 50 55 60
- Year-3, 2016
t Year-5, 2018
Width from River Left to Right (ft)
CROSS SECTION PLOT - LOOKING DOWNSTREAM
YEAR-5, 2018 SURVEY DATA CROSS-SECTION:
PROJECT SANDY CREEK FEATURE: Pool
TASK CROSS SECTION
REACH LOWER
DATE 10/18/2018
CREW KR,MB
Rummary Data
Year-0
Year-1
Year-2
Year-3
Year-5
Year-6
Year-7
Bankfull X-sec areas
22.9
27.8
20.5
10.0
14.9
Bankfull Width ft
22.3
27.0
21.4
14.4
9.8
Bankfull Mean Depth 11
1.0
1.0
1.0
0.7
1.5
Bankfull Max Depth ft
2.1
2.3
2.3
1.8
2.0
Width/Depth Ratio
21.6
26.2
22.3
20.5
6.4
Entrenchment Ratio
2.2
3.0
2.5
3.2
5.1
Classification
C
B
C
C
C
Bank Heigbt Ratio
1.0
1.0
1.0
1.0
1.0
Bankfull Elevation ft
325.48
325.48
325.48
325.48
325.48
D50 mm
---
---
---
D84 mm
---
---
---
---
0 MCADAMS

RIVERMORPH PARTICLE SUMMARY
River Name: Duke Stream Restoration
Reach Name: Upper
Sample Name: xS1-MY5
Survey Date: 01/02/2019
Size (mm)
TOT # ITEM % CUM
0 - 0.062
16
13.79
13.79
0.062 - 0.125
6
5.17
18.97
0.125 - 0.25
0
0.00
18.97
0.25 - 0.50
20
17.24
36.21
0.50 - 1.0
4
3.45
39.66
1.0 - 2.0
0
0.00
39.66
2.0 - 4.0
6
5.17
44.83
4.0 - 5.7
0
0.00
44.83
5.7 - 8.0
2
1.72
46.55
8.0 - 11.3
0
0.00
46.55
11.3 - 16.0
6
5.17
51.72
16.0 - 22.6
0
0.00
51.72
22.6 - 32.0
24
20.69
72.41
32 - 45
0
0.00
72.41
45 - 64
24
20.69
93.10
64 - 90
4
3.45
96.55
90 - 128
2
1.72
98.28
128 - 180
2
1.72
100.00
180 - 256
0
0.00
100.00
256 - 362
0
0.00
100.00
362 - 512
0
0.00
100.00
512 - 1024
0
0.00
100.00
1024 - 2048
0
0.00
100.00
Bedrock
0
0.00
100.00
D16 (mm)
0.09
D35 (mm)
0.48
D50 (mm)
14.44
D84 (mm)
55.64
D95 (mm)
78.32
D100 (mm)
180
Silt/Clay (%)
13.79
Sand (%)
25.87
Gravel (%)
53.44
Cobble (%)
6.9
Boulder (%)
0
Bedrock (%)
0
Total Particles = 116.

XS 1-MY5
0-0.062 0.25-0.50 2.0-4.0 11.3-16.0 45-64 90-128
0.062-0.125 0.50-1.0 5.7-8.0 22.6-32.0 64-90 128-180
Particle Size (mm)

RIVERMORPH PARTICLE SUMMARY
River Name: Duke Stream Restoration
Reach Name: Upper
Sample Name: xs3-MY5
Survey Date: 01/02/2019
Size (mm)
TOT # ITEM % CUM
0 - 0.062
8
7.55
7.55
0.062 - 0.125
20
18.87
26.42
0.125 - 0.25
28
26.42
52.83
0.25 - 0.50
0
0.00
52.83
0.50 - 1.0
0
0.00
52.83
1.0 - 2.0
0
0.00
52.83
2.0 - 4.0
0
0.00
52.83
4.0 - 5.7
0
0.00
52.83
5.7 - 8.0
2
1.89
54.72
8.0 - 11.3
0
0.00
54.72
11.3 - 16.0
6
5.66
60.38
16.0 - 22.6
0
0.00
60.38
22.6 - 32.0
16
15.09
75.47
32 - 45
0
0.00
75.47
45 - 64
16
15.09
90.57
64 - 90
4
3.77
94.34
90 - 128
6
5.66
100.00
128 - 180
0
0.00
100.00
180 - 256
0
0.00
100.00
256 - 362
0
0.00
100.00
362 - 512
0
0.00
100.00
512 - 1024
0
0.00
100.00
1024 - 2048
0
0.00
100.00
Bedrock
0
0.00
100.00
D16 (mm)
0.09
D35 (mm)
0.17
D50 (mm)
0.24
D84 (mm)
55.73
D95 (mm)
94.43
D100 (mm)
128
Silt/Clay (%)
7.55
Sand (%)
45.28
Gravel (%)
37.74
Cobble (%)
9.43
Boulder (%)
0
Bedrock (%)
0
Total Particles = 106.

3
XS3-MY5
N N O O CDCECD O m N
00 Cfl N
O O ? '
LO L6 M O O
O N N N
(0 7 N
O O
O
Particle Size (mm)

RIVERMORPH PARTICLE SUMMARY
River Name: Duke Stream Restoration
Reach Name: Middle
Sample Name: xS6-MY5
Survey Date: 01/02/2019
Size (mm)
TOT #
ITEM %
CUM
---------------------------------------------------
0 - 0.062
90
72.58
72.58
0.062 - 0.125
0.00
72.58
0.125 - 0.25
4
3.23
75.81
0.25 - 0.50
4
3.23
79.03
0.50 - 1.0
2
1.61
80.65
1.0 - 2.0
0
0.00
80.65
2.0 - 4.0
0
0.00
80.65
4.0 - 5.7
0
0.00
80.65
5.7 - 8.0
4
3.23
83.87
8.0 - 11.3
0
0.00
83.87
11.3 - 16.0
12
9.68
93.55
16.0 - 22.6
0
0.00
93.55
22.6 - 32.0
4
3.23
96.77
32 - 45
0
0.00
96.77
45 - 64
2
1.61
98.39
64 - 90
2
1.61
100.00
90 - 128
0
0.00
100.00
128 - 180
0
0.00
100.00
180 - 256
0
0.00
100.00
256 - 362
0
0.00
100.00
362 - 512
0
0.00
100.00
512 - 1024
0
0.00
100.00
1024 - 2048
0
0.00
100.00
Bedrock
0
0.00
100.00
D16 (mm)
0.01
D35 (mm)
0.03
D50 (mm)
0.04
D84 (mm)
11.36
D95 (mm)
26.83
D100 (mm)
90
Silt/Clay (%)
72.58
Sand (%)
8.07
Gravel (%)
17.74
Cobble (%)
1.61
Boulder (%)
0
Bedrock (%)
0
Total Particles = 124.

N 4
ry
4-0
� 2
N
n
XS6-MY5
N LLO CD O CD O (0 0)
r 00 CO N
p p � M
LO lf) lf) Co CO IZI, CO
O N N LO O N
7 O N
O
Particle Size (mm)

RIVERMORPH PARTICLE SUMMARY
River Name: Duke Stream Restoration
Reach Name: Lo er
Sample Name: XS9-MY5
Survey Date: 01/02/2019
Size (mm)
TOT # ITEM % CUM
0 - 0.062
0
0.00
0.00
0.062 - 0.125
0
0.00
0.00
0.125 - 0.25
28
25.45
25.45
0.25 - 0.50
10
9.09
34.55
0.50 - 1.0
2
1.82
36.36
1.0 - 2.0
0
0.00
36.36
2.0 - 4.0
0
0.00
36.36
4.0 - 5.7
0
0.00
36.36
5.7 - 8.0
18
16.36
52.73
8.0 - 11.3
0
0.00
52.73
11.3 - 16.0
20
18.18
70.91
16.0 - 22.6
0
0.00
70.91
22.6 - 32.0
28
25.45
96.36
32 - 45
0
0.00
96.36
45 - 64
2
1.82
98.18
64 - 90
2
1.82
100.00
90 - 128
0
0.00
100.00
128 - 180
0
0.00
100.00
180 - 256
0
0.00
100.00
256 - 362
0
0.00
100.00
362 - 512
0
0.00
100.00
512 - 1024
0
0.00
100.00
1024 - 2048
0
0.00
100.00
Bedrock
0
0.00
100.00
D16 (mm)
0.2
D35 (mm)
0.62
D50 (mm)
7.62
D84 (mm)
27.43
D95 (mm)
31.5
D100 (mm)
90
Silt/Clay (%)
0
Sand (%)
36.36
Gravel (%)
61.82
Cobble (%)
1.82
Boulder (%)
0
Bedrock (%)
0
Total Particles = 110.

3
E
XS9-MY5
O O O O O O
N r- 06 (fl N Cfl m
M
O , , In
Lf ) Lf) if ) M Co CO
N N O N
7 O N
O
Particle Size (mm)

M WADAMS BANK PIN MONITORING DATA > DKU-16040
BANK PIN MONITORING DATA
Duke University Water Reclamation Pond Stream Restoration - Monitoring Year 5 Report
October 17 & 18, 2018
BANK PIN MONITORING METHODOLOGY
Two sets of bank pins were installed in the outer bend of each of five pool cross sections (Cross Sections 2, 4, 5, 7
and 10) during the As -built monitoring setup. Each set of bank pins consists of two bank pins installed near the
water line with one pin approximately 6 to 12 inches above the other. In each cross section, the lower of the two
pins in a set is referred to as 'Pin 1', and the upper pin is referred to as 'Pin 2" as depicted in the cross -sectional
schematic below.
At each cross section, the two sets of bank pins were installed with the one set a few feet upstream of the center
of the bend (Pin Set 1) and the second set a few feet downstream of the center of the bend (Pin Set 2), as depicted
in the following plan view schematic.
Cross Section
------------ --- z ---------------------
A
LL
0
creating experiences through experience 1 of 5

M WADAMS
BANK PIN MONITORING DATA > DKU-16040
All bank pins were installed flush with the bank during As -built monitoring and all subsequent measurements are
compared to the initial "zero" position. Erosion is monitored by measuring the length of exposed pin.
Measurements of bank erosion are expressed in negative numbers representing inches of exposed pin. Bank
aggradation is difficult to measure using bank pins because the pins become buried and are not visible. Therefore,
bank aggradation is not measured. When a buried bank pin was located, aggradation was noted but not measured.
In the following tables, a positive number one is used to represent that aggradation has taken place where a
buried pin was located, but the amount of aggradation is not quantified. A zero is used to represent a pin that is
flush with the bank and the length of exposed pins are represented as negative numbers. In Monitoring Year 5,
seven bank pins were not located. This may be due to bank pins being buried by sediment, making them difficult
to locate, or by erosion exposing the entire pin and then the pin being washed away during high flows.
BANK PIN MONITORING DATA
XS2-1 Bank Pins
0
7 Pin 2 (upper)
■ Pin 1 (lower)
-10 -8 -6 -4 -2 0 2
Exposed pin length change {in.}
■ Year-2, 2015 ■ Year-3, 2016 ■ Year-5, 2018
Note: lower pin not located in 2018
XS2-2 Bank Pins
-1m
0
-24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2 0 2
Exposed pin length change (in.)
Pin 2 (upper)
Pin 1 (lower)
■ Year-2, 2015 ■ Year-3, 2016 ■ Year 5, 2018
creating experiences through experience 2 of 5

M MCADAMS
XS4-1 Bank Pins
0
-10 -8 -6 -4 -2 0 2
Exposed pin length change {in.}
■ Year-2, 2015 ■ Year-3, 2016 ■ Year-5, 2018
Note: lower pin not located in 2018
XS4-2 Bank Pins
0
mm
-16 -14 -12 -10 -8 -6 -4 -2 0 2
Exposed pin length change (in.)
■ Year-2, 2015 ■ Year-3, 2016 ■ Year-5, 2018
Note: lower pin not located in 2018
XS5-1 Bank Pins
-10 -8 -6 -4 -2 0 2
Exposed pin length change {in.}
■ Year-2, 2015 ■ Year-3, 2016 ■ Year 5, 2018
Note: lower pin not located in 2018
BANK PIN MONITORING DATA > DKU-16040
Pin 2 (upper)
Pin 1 (lower)
Pin 2 (upper)
Pin 1 (lower)
Pin 2 (upper)
Pin 1 (lower)
creating experiences through experience 3 of 5

M MCADAMS
XS5-2 Bank Pins
mm
-10 -8 -6 -4 -2 0 2
Exposed pin length change {in.}
■ Year-2, 2015 ■ Year-3, 2016 ■ Year 5, 2018
Note: lower pin not located in 2018
XS7-1 Bank Pins
BANK PIN MONITORING DATA > DKU-16040
Pin 2 (upper)
Pin 1 (lower)
. Pin 2 (upper)
Pin 1 (lower)
-10 -8 -6 -4 -2 0 2
Exposed pin length change {in.}
■ Year-2, 2015 ■ Year-3, 2016 ■ Year 5, 2018
Note: upper pin not located in 2018
creating experiences through experience 4 of 5

M MCADAMS
XS7-2 Bank Pins
0
BANK PIN MONITORING DATA > DKU-16040
Pin 2 (upper)
Pin 1 (lower)
-10 -8 -6 -4 -2 0 2
Exposed pin length change {in.}
■ Year-2, 2015 ■ Year-3, 2016 ■ Year 5, 2018
XS10-1 Bank Pins
v_
N
0
a
C
a
0
-10 -8 -6 -4 -2 0 2
Exposed pin length change {in.}
■ Year-2, 2015 ■ Year-3, 2016 ■ Year 5, 2018
Note: upper pin not located in 2018
XS10-2 Bunk Pins
0
0
Pin 2 (upper)
Pin 1 (lower)
Pin 2 (upper)
Pin 1 (lower)
-10 -8 -6 -4 -2 0 2
Exposed pin length change {in.}
■ Year-2, 2015 ■ Year-3, 2016 ■ Year 5, 2018
creating experiences through experience 5 of 5

M MCADAMS WATER RECLAMATION POND STREAM RESTORATION
> MONITORING YEAR 5 REPORT
APPENDIX C
LOG SILL STRUCTURES ASSESSMENT
creating experiences through experience

DUKE UNIVERSITY CAMPUS DRIVE
STREAM RESTORATION
DURHAM, NORTH CAROLINA
LOG SILL STRUCTURES ASSESSMENT
PROJECT NUMBER: DKU-16040
DESIGNED BY: JOSHUA C. ALLEN, PE, CFM
DATE: APRIL 2018
1
MC"'-'
DAMS
2905 MERIDIAN PARKWAY
DURHAM, NORTH CAROLINA 27713
NC Llc. # C-0293
,����1111lIIIII
C AR 0 /,
ss10.'�
SEAL
40761
o
6'IL.

TI MCADAMS
REPORT > DKU-16040
DUKE UNIVERSITY CAMPUS DRIVE STREAM RESTORATION
Log Sill Structures Assessment
General Description & Background
The Duke University Campus Drive Stream Restoration project is on the main campus of Duke University, in Durham,
North Carolina. The Conservation Easementfor the project is 7.01 acres in size and startsjust south of NC Highway 147,
runs parallel to Campus Drive, crosses Campus Drive and ties back in to the receiving waters at Oregon Street.
The Stream Restoration project is located within the Cape Fear River Basin USGS Hydrologic Unit 03030002 (USGS 1974),
local watershed 14-digit basin 03030002060110, and the North Carolina Division of Water Resources (DWR) sub -basin
03-06-05. The unnamed tributary flows directly into Sandy Creek (DWR stream index number of 16-41-1-11)
approximately 2.5 miles downstream of the project terminus.
Methodology
The project corridor was walked on March 29, 2018 to assess the current condition of the log sill structures that were
installed as part of the stream restoration in the summer of 2013. Additionally, repair plans were developed for some
of the structures that were impaired. The condition of each log sill was categorized into four different priorities. Those
priorities are as follows:
Priority 1: These log sill structures were considered to have failed and need repair. A repair plan was created for each
Priority 1 log sill.
Priority 2: These log sill structures were considered impaired and are not functioning as designed. A repair plan was
created for each Priority 2 log sill.
Priority 3: These log sill structures are functioning as designed but should be monitored closely due to potential future
impairments.
Priority 4: These log sill structures are functioning as designed.
Discussion of Results
The breakdown of log sill structures by reach is as follows:
Reach
South
Central
North
# of Log Sills
12
6
30
The breakdown of log sill structures by priority is as follows:
Priority
1
2
3
4
# of Log Sills
6
9
14
19
creating experiences through experience 2905 Meridian Parkway, Durham, NC / 919. 361. 5000

T] WADAMS
The following tables breakdown the condition of each log sill structure by reach:
South Reach
REPORT > DKU-16040
Priority
1
2
3
4
# of Log Sills
1
4
2
5
Central Reach
Priority
1
2
3
4
# of Log Sills
1
---
3
2
North Reach
Priority
1
2
3
4
# of Log Sills
4
5
9
12
The following reports detail the condition of each log sill structure. It should be noted that the stationing of each
structure taking from the approved construction drawings, dated March 8, 2013. This document should be included
with the annual monitoring documentation to ensure that the condition of the structures is monitored accordingly.
creating experiences through experience 2905 Meridian Parkway, Durham, NC / 919. 361. 5000

PRIORITY 1 LOG SILL REPORTS
CAMPUS DRIVE STREAM RESTORATION
DKU-16040

LOG SILL #9 PRIORITY
SOUTH REACH - STATION 16+57 1
NOTES:
THIS LOG SILL IS CAUSING SIGNIFICANT
EROSION ON THE RIGHT BANK. IT
d � .,, ��;;;�..... • '- �� 'i.-. APPEARS THAT THE STREAM IS
4 `.• .,'- ``'r, ATTEMPTING TO BYPASS THE SILL
t4. :
ENTIRELY.
Ir 11 ��•, -
;r
LOOKING UPSTREAM
ACTION ITEMS:
CUT THE LOG SILL ROUGHLY 3—FEET
FROM THE TOE OF THE LEFT BANK
AND AT THE TOE OF THE RIGHT
1
��;a'•;'3' ". �� �:'- •... , r.,.: BANK.
"A - — REMOVE SECTION OF THE LOG SILL
AND PIN TO THE CUT FACE OF THE
& REMAINING LOG SILL AND THE TOE
OF THE RIGHT BANK AND USING #4
:s .• �v- REBAR.
STABILIZE THE EROSION ON THE
RIGHT BANK WITH MATTING AND LIVE
STAKES AS NEEDED.
yy..++�• ' A r f
:T A,. Y
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKU1 6040— Log Sill Memos.dw 4 6 2018 10:05:02 AM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UN�RSITY IJ
OKU16040—SILLS 34WTaxf e—Way
ba SCAM: N TS CAMPUS DRIVE STREAM RESTORATION cnar�oae, No h`110 ca Doa 28277
LAcense -0293
DATE: LUG SILL REPAIR PLAN 704. 627.. 0800N McAdamaC.oxara
04-06-18 MCADAMS

LOG SILL #6 PRIORITY
CENTRAL REACH - STATION 22+56 1 1
NOTES:
THIS LOG SILL IS CAUSING SIGNIFICANT
?I• EROSION ON THE RIGHT BANK. IT
Ms•.. "` APPEARS THAT THE STREAM IS
ATTEMPTING TO BYPASS THE SILL
J. '.: . ENTIRELY.
LOOKING UPSTREAM
ACTION ITEMS:
i — CUT THE LOG SILL ROUGHLY 4—FEET
FROM THE TOE OF THE LEFT BANK
AND AT THE TOE OF THE RIGHT
BANK.
0z�- -'.: , — REMOVE SECTION OF THE LOG SILL
q:ls9 "' ;� p,•..,,,. -.• x .. �.: ;�;'='; :. AND PIN TO THE CUT FACE OF THE
`_'• '` '� k :'= s ' REMAINING LOG SILL AND THE TOE
%+ r'•:;: OF THE RIGHT BANK AND USING #4
STABILIZE THE EROSION ON THE
RIGHT BANK WITH MATTING AND LIVE
STAKES AS NEEDED.
Y
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 6 2018 10:07:44 AM, Allen, Joshua
PROJECT No. DKU-16040
L Ftt.EN"E DUKE UNIVERSITY IJ
OKU16040—SILLS 34WTaxf e—Way
ba SCALE: C N TS CAMPUS DRIVE STREAM RESTORATION cnar�oae, No�rfh 110 28277
LAcense No.:DATE: 04-06-18 LUG SILL REPAIR PLAN MCADAMS 704. 627.. 0800 n McAdamaC.oxara

LOG SILL # 14 PRIORITY
NORTH REACH - STATION 35+23 1
NOTES:
THIS LOG SILL IS CAUSING SIGNIFICANT
4 -.' , _ :-,.. _ Jam" •�
:: �!'+. 1,�' +;
EROSION ON THE RIGHT BANK. IT
APPEARS THAT THE STREAM IS
�t.. •;.l;' �'•
ATTEMPTING TO BYPASS THE SILL
ENTIRELY.
•
`{i� _ ,:{g is ! 1 ��
-
•u-- '
��� -- may.
�~' �
A-y,
LOOKING UPSTREAM
ACTION ITEMS:
- CUT THE LOG SILL AT THE END OF
�:: •; !' . 1-..
I ry
THE POINT BAR ON THE LEFT BANK
�• r= ' ... �'-
n� .... -,
AND AT THE TOE OF THE RIGHT
BANK.
�'
REMOVE SECTION OF THE LOG SILL
�..," `.• - ""
AND PIN TO THE CUT FACE OF THE
REMAINING LOG SILL AND THE TOE
OF THE RIGHT BANK AND USING #4
REBAR.
i'
sSi. +ram {
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 6 2018 10:13:44 AM, Allen, Joshua
L
PROJECT No. DKU-16040
DUKE UNIVERSITY
IJ
FD.EN"E
OKU 16040-SILLS
ba
CAMPUS DRIVE STREAM RESTORATION
34W Tafte— Way
h`' lCamlma
SCALE:
N TS
Chadoae, No 28277
LUG SILL REPAIR PLAN
MCADAMS
LAcense -0293
704. 627..0800NMcAdameCoxara
DATE:
04-06-18

LOG SILL #27 PRIORITY
NORTH REACH - STATION 39+77 1
NOTES:
THIS LOG SILL HAS CAUSED A BANK
FAILURE ON THE LEFT BANK. THE STREAM
HAS BYPASSED THE SILL ENTIRELY.
LL t
rr N.
LOOKING UPSTREAM
ACTION ITEMS:
CUT THE LOG SILL AT THE END OF
THE POINT BAR ON THE RIGHT BANK.
I,
REMOVE SECTION OF THE LOG SILL
�. js, f _ ��. •r . �:
AND PIN TO THE TOE OF THE LEFT
BANK AND USING #4 REBAR.
TA' �tiw:•�..y
— STABILIZE THE EROSION ON THE
LEFT BANK WITH MATTING AND LIVE
STAKES AS NEEDED.
3
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 6 2018 10:16:34 AM, Allen, Joshua
L
PROJECT No. DKU-16040
DUKE UNIVERSITY
IJ
FILENAME
OKU16040—SILLS
ba
CAMPUS DRIVE STREAM RESTORATION
34WTaxf e—Way
�110
SCALE:
N TS
cnarroae, Norfh C 28277
LUG SILL REPAIR PLAN
MCADAMS
LAcense No.:DATE:
704. 627.. 0800 n McAdamaC.oxara
04-06-18

LOG SILL #28 PRIORITY
NORTH REACH - STATION 40+08 1
_ NOTES:
; ' p '1w-- THIS LOG SILL HAS CAUSED A BANK
;:„ rt-,.., ,�...-: _ , ,;:;:•,-n .,n: ;,�-.., ==�,�� :�`; <, FAILURE ON THE LEFT BANK. THE STREAM
F .•-.:�.
_ f. ,.-.•r•:...-.�� ;�•;r�� I rr- �5r4�,�:';� HAS BYPASSED THE SILL ENTIRELY.
.. (fie. - � .. :i�•'
X.
i+
ram' •[t. •.,�
LOOKING UPSTREAM
ACTION ITEMS:
CUT THE LOG SILL AT THE TOE OF
Y THE RIGHT BANK.
"` `' '� ' "• Y t` — REMOVE SECTION OF THE LOG SILL
AND PIN TO THE TOE OF THE RIGHT
BANK AND USING 4 REBAR.
#
STABILIZE THE EROSION ON THE
sRIGHT BANK WITH MATTING AND LIVE
r } STAKES AS NEEDED.
��_- - - �" - •tip . _ � ;xi:
LOOKING DOWNSTREAM
X: Projects -Shared DKU DKU-16040 Stream Restoration - Log Sill Re ort Current Drawin s DKUl 6040- Log Sill Memos.dw 4 6 2018 10:18:14 AM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY IJ
OKU 16040—SILLS 34W Tafte— Way
ba SCAM. N TS CAMPUS DRIVE STREAM RESTORATION Chadoae, No h`' lCamlma 28277
LAcense -0293
DATE: LUG SILL REPAIR PLAN 704. 627.. 0800N McAdamaC.oxara
04-06-18 MCADAMS

LOG SILL #5 PRIORITY
NORTH REACH - STATION 32+53 1
NOTES:
THIS LOG SILL HAS CAUSED A BANK
4
FAILURE ON THE LEFT BANK. THE STREAM
4 HAS BYPASSED THE SILL ENTIRELY.
kr-
�w W
LOOKING UPSTREAM
ACTION ITEMS:
CUT THE LOG SILL ROUGHLY 5—FEET
FROM THE EXPOSED END OF THE
LOG SILL AND DISPOSE OF THE LOG
IN THE FLOODPLAIN TO CREATE
HABITAT.
RESHAPE AND STABILIZE THE
EROSION ON THE LEFT BANK WITH
MATTING AND LIVE STAKES AS
T�� .•. ;•r. �, NEEDED.
5
•ter ( `+J _--r:`,�.".
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 4:08:08 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY IJ
OKU16040—SILLS 34WTaxf e—Way
ba SCALE: C N TS CAMPUS DRIVE STREAM RESTORATION cnar�oae, No�rfh 110 28277
LAcense No.:DATE: 04-06-18 LUG SILL REPAIR PLAN MCADAMS 704. 627.. 0800 n McAdamaC.oxara

PRIORITY LOG SILL REPORTS
CAMPUS DRIVE STREAM RESTORATION
DKU-16040

LOG SILL #3 PRIORITY
SOUTH REACH - STATION 11 +50 1 2
NOTES:
THIS LOG SILL WAS SET HIGHER THAN
•- -' :` : ••. �,; �-. -. •. , THE STREAMBED ELEVATION AND IS NOT
C. •: LEVEL, RESULTING IN INCREASED
NEAR —BANK STRESS. ADDITIONALLY, THE
SILL WAS SET AN AN ANGLE WHICH
' DIRECTS THE MAIN FLOW VECTORS AT THE
} g RIGHT BANK.
w �
LOOKING UPSTREAM
ACTION ITEMS:
4 ..
NOTCH THE LOG IN THE DIRECTION
1
• �•� _ � � _ •�.�• .. � OF FLOW AT THE THALWEG OF THE
STREAM DOWN TO THE UPSTREAM
STREAMBED ELEVATION.
MONITOR THE BANKS FOR ANY
INCREASED INSTABILITY.
,�� ,,,?�" _ `-ram:= �� • '_.' �,..•-
- � 14
s- r
LOOKING DOWNSTREAM
X: Projects _Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 4:06:28 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY W
OKU 16040—SILLS 34W Todne— Way
ba SCAM: N TS CAMPUS DRIVE STREAM RESTORATION cbar�are, No a1 C 10a11na 28277
LAcense No.:DATE: 04-06-18 LUG SILL REPAIR PLAN MCADAMS 704. 627.. 0800 n McAdamaC.oxara

LOG SILL #7 PRIORITY
SOUTH REACH - STATION 13+21 1 2
NOTES:
THIS LOG SILL WAS SET HIGHER THAN
THE STREAMBED ELEVATION AND IS NOT
LEVEL, RESULTING IN INCREASED
NEAR —BANK STRESS ON THE RIGHT BANK.
IN rm
y � ALtir,~� •
F*" ,,fir. •.,. f
LOOKING UPSTREAM
ACTION ITEMS:
NOTCH THE LOG IN THE DIRECTION
OF FLOW AT THE THALWEG OF THE
STREAM DOWN TO THE UPSTREAM
wy
STREAMBED ELEVATION.
MONITOR THE BANKS FOR ANY
. :_ . ..
INCREASED INSTABILITY.
LOOKING DOWNSTREAM
X: Projects _Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 4:06:53 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY IJ
OKU16040—SILLS 34WTaxf e—Way
ba SCAM: N TS CAMPUS DRIVE STREAM RESTORATION cnar�oae, No a1 C 10a11na 28277
LAcense No.:DATE: 04-06-18 LUG SILL REPAIR PLAN MCADAMS 704. 627.. 0800 n McAdamaC.oxara

LOG SILL # 10 PRIORITY
SOUTH REACH - STATION 17+20 1 2
NOTES:
kF
_ f " THIS LOG SILL WAS SET HIGHER THAN
'• '' `" THE STREAMBED ELEVATION AND IS NOT
• - "�� . • _ a.�"� .• 1•.�-. -. •:.:.:..fir_. �`�'
LEVEL, RESULTING IN INCREASED
NEAR —BANK STRESS ON THE LEFT BANK.
MZ
f
I
- •: may, _
V 1 yy 1r -
_
'Y P
LOOKING UPSTREAM
ACTION ITEMS:
NOTCH THE LOG IN THE DIRECTION
OF FLOW AT THE THALWEG OF THE
STREAM DOWN TO THE UPSTREAM
STREAMBED ELEVATION.
°r' — MONITOR THE BANKS FOR ANY
INCREASED INSTABILITY.
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 4:07:16 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY IJ
OKU16040—SILLS 34WTaxf e—Way
ba SCALE: C N TS CAMPUS DRIVE STREAM RESTORATION cnar�oae, No�rfh 110 28277
LAcense No.:DATE: 04-06-18 LUG SILL REPAIR PLAN MCADAMS 704. 627.. 0800 n McAdamaC.oxara

LOG SILL # 12 PRIORITY
SOUTH REACH - STATION 17+75 1 2
NOTES:
=N !•`. ` ° �: = ti-i THIS LOG SILL WAS SET HIGHER THAN
44
^" THE STREAMBED ELEVATION AND IS NOT
of r LEVEL, RESULTING IN INCREASED
W.
ir..y t ter« _
NEAR —BANK STRESS ON THE RIGHT BANK.
F,
74
w a�
f � !� ` '��.- fir'` r' •..�. - i
LOOKING UPSTREAM
ACTION ITEMS:
-. 'F':n�•;^, F•r~ .���• - — NOTCH THE LOG IN THE DIRECTION
OF FLOW AT THE THALWEG OF THE
STREAM DOWN TO THE UPSTREAM
STREAMBED ELEVATION.
b.o
.�.
r+r.�
ram.
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 4:07:39 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY !jj
OKU 16040—SILLS 8488 Twine —Way
ba SCALE: C N TS CAMPUS DRIVE STREAM RESTORATION cnar�oae, No�ith 110 28277
LAcense No.:DATE: LUG SILL REPAIR PLAN MCADAMS 704. 627.. 0800 n Mc
04-06-18 AdamaC.oxara

LOG SILL #30 PRIORITY
NORTH REACH - STATION 40+77 1 2
NOTES:
THIS LOG SILL WAS SET SUCH THAT FLOW
IS CONCENTRATED CLOSE TO THE LEFT
BANK.
..
LOOKING UPSTREAM
ACTION ITEMS:
— NOTCH THE LOG IN THE DIRECTION
OF FLOW AT THE THALWEG OF THE
STREAM DOWN TO THE UPSTREAM
'- µ} � . ��r `,, !b$g; - ', � ,;_a STREAMBED ELEVATION.
.i7
^y:
31
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 4:05:52 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY W
OKU 16040—SILLS 34W Tafte— Way
ba SCALE: C N TS CAMPUS DRIVE STREAM RESTORATION cnar�oae, No�rfh 110 28277
LAcense No.:DATE: 04-06-18 LUG SILL REPAIR PLAN MCADAMS 704. 627.. 0800 n McAdamaC.oxara

LOG SILL #4 PRIORITY
NORTH REACH - STATION 32+31 1 2
NOTES:
'� Y:.F;:-„• -:., <. THIS LOG SILL WAS SET HIGHER THAN
THE STREAMBED ELEVATION AND IS NOT
LEVEL, RESULTING IN INCREASED
NEAR —BANK STRESS.
LOOKING UPSTREAM
ACTION ITEMS:
PF NOTCH THE LOG IN THE DIRECTION
a., OF FLOW AT THE THALWEG OF THE
° STREAM DOWN TO THE UPSTREAM
} • STREAMBED ELEVATION.
MONITOR THE BANKS FOR ANY
f �' !' ' ^'f ', f `: " • jp. INCREASED INSTABILITY.
f
LOOKING DOWNSTREAM
X: Projects _Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 4:04:04 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY IJ
OKU16040—SILLS 34WTaxf e—Way
ba SCALE: C N TS CAMPUS DRIVE STREAM RESTORATION cnar�oae, No�rfh 110 28277
LAcense No.:DATE: 04-06-18 LUG SILL REPAIR PLAN MCADAMS 704. 627.. 0800 n McAdamaC.oxara

LOG SILL #6 PRIORITY
NORTH REACH - STATION 32+80 1 2
NOTES:
! THIS LOG SILL WAS SET HIGHER THAN
THE STREAMBED ELEVATION, RESULTING IN
INCREASED NEAR —BANK STRESS DURING
eHIGHER FLOWS.
i
_ � y
. 7
LOOKING UPSTREAM
ACTION ITEMS:
mar •.j'':
— NOTCH THE LOG IN THE DIRECTION
s� OF FLOW AT THE THALWEG OF THE
STREAM DOWN TO THE UPSTREAM
STREAMBED ELEVATION.
— MONITOR THE BANKS FOR ANY
- . INCREASED INSTABILITY.
air
fh'
LOOKING DOWNSTREAM
X: Projects _Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 4:04:28 PM, Allen, Joshua
PROJECT No. DKU-16040
RSIL AGMADANS
L FD.EN"E DUKE UNIVEITY !jj unjow
OKU 16040—SILLS 34W Tafte— Way
ba SCALE: N TS CAMPUS DRIVE STREAM RESTORATION Chadoae, No h`' lCamlma 28277
Ucenft DATE: LUG SILL REPAIR PLAN 704. 527. 0800N McAdarairoxara
04-06-18 MCADAMS

LOG SILL #21 PRIORITY
NORTH REACH - STATION 37+53 1 2
NOTES:
THIS LOG SILL WAS SET SUCH THAT FLOW
a IS CONCENTRATED CLOSE TO THE LEFT
•I;IQ a,
:,�-•. •.'�. r .' y BANK.
,.
rr i-
`Y y,
fi
� r7
LOOKING UPSTREAM
ACTION ITEMS:
—"' — NOTCH THE LOG IN THE DIRECTION
OF FLOW AT THE THALWEG OF THE
STREAM DOWN TO THE UPSTREAM
STREAMBED ELEVATION.
Ai�
T.
af
' � � • ,. '> - ¢ � - - -� - _.= -_ . � " awe.=.
t _
1 ..
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 4:05:02 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY IJ
OKU 16040—SILLS 8488 Twine —Way
ba SCALE: N TS CAMPUS DRIVE STREAM RESTORATION Chadoae, No h`' lCamlma 28277
LAcense -0293
DATE: LUG SILL REPAIR PLAN 704. 627.. 0800N McAdamaC.oxara
04-06-18 MCADAMS

LOG SILL #29 PRIORITY
NORTH REACH - STATION 40+31 1 2
NOTES:
.. �, : �-;:•,; FRM '_ ` THIS LOG SILL WAS SET SUCH THAT FLOW
IS CONCENTRATED CLOSE TO THE RIGHT
BANK.
Sv
All
J
Z 1 ,� • P I J
r�
LOOKING UPSTREAM
ACTION ITEMS:
'i :-.... — NOTCH THE LOG IN THE DIRECTION
_ OF FLOW AT THE THALWEG OF THE
STREAM DOWN TO THE UPSTREAM
STREAMBED ELEVATION.
�d
sir �,• ,
.T
LOOKING DOWNSTREAM
X: Projects _Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 4:05:31 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY IJ
OKU16040—SILLS 34WTaxf e—Way
ba SCALE: C N TS CAMPUS DRIVE STREAM RESTORATION cnar�oae, No�rfh 110 28277
LAcense No.:DATE: 04-06-18 LUG SILL REPAIR PLAN MCADAMS 704. 627.. 0800 n McAdamaC.oxara

PRIORITY LOG SILL REPORTS
CAMPUS DRIVE STREAM RESTORATION
DKU-16040

LOG SILL #5 PRIORITY
SOUTH REACH - STATION 12+53 1 3
NOTES:
' THIS LOG SILL IS FUNCTIONING, BUT IS
SET HIGHER THAN DESIRED AND IS
CONCENTRATING FLOW CLOSE TO THE
LEFT BANK.
.. ' Al -
LOOKING UPSTREAM
ACTION ITEMS:
r — MONITOR THE SILL AND NEARBY
BANKS FOR ANY INCREASED
INSTABILITY.
.;. �.
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 4:03:02 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY IJ
OKU 16040—SILLS 8488 Twine —Way
ba SCALE: N TS CAMPUS DRIVE STREAM RESTORATION Chadoae, No h`' 1Camlma 28277
LAcense -0293
DATE: LUG SILL REPAIR PLAN 704. 627.. 0800N McAdamaC.oxara
04-06-18 MCADAMS

LOG SILL # 11 PRIORITY
SOUTH REACH - STATION 17+50 1 3
NOTES:
THIS LOG SILL IS FUNCTIONING, BUT IS
SET HIGHER THAN DESIRED AND IS
CONCENTRATING FLOWS CLOSE TO THE
LEFT BANK.
d ~ j
^. ;k .. i
ytyt. r+e.�. {�i• Sr �.
LOOKING UPSTREAM
ACTION ITEMS:
— MONITOR THE SILL AND NEARBY
BANKS FOR ANY INCREASED
INSTABILITY.
' :tom-r • _
-
'4*a�
• C
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 4:03:29 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY IJ
OKU16040—SILLS 34WTaxf e—Way
ba SCALE: C N TS CAMPUS DRIVE STREAM RESTORATION cnar�oae, No�rfh 110 28277
LAcense No.:DATE: 04-06-18 LUG SILL REPAIR PLAN MCADAMS 704. 627.. 0800 n McAdamaC.oxara

LOG SILL #4 PRIORITY
CENTRAL REACH - STATION 22+01 1 3
NOTES:
T' THIS LOG SILL IS FUNCTIONING, BUT IS
er `..r ;•f{ _ ?•r • --'�ln''.'+ SET HIGHER THAN DESIRED.
`.� •:�„s - �~ 'ram r ;'•. .
_ _ s
f
LOOKING UPSTREAM
ACTION ITEMS:
MONITOR THE SILL AND NEARBY
BANKS FOR ANY INCREASED
INSTABILITY.
Y v�
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 4:01:49 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY W
OKU16040—SILLS 34WTaxf e—Way
ba SCALE: C N TS CAMPUS DRIVE STREAM RESTORATION cnar�oae, No�rfh 110 28277
LAcense No.:DATE: 04-06-18 LUG SILL REPAIR PLAN MCADAMS 704. 627.. 0800 n McAdamaC.oxara

LOG SILL # 1 PRIORITY
CENTRAL REACH - STATION 20+75 1 3
NOTES:
THIS LOG SILL IS FUNCTIONING, BUT IS
-•R.+' ,; SET HIGHER THAN DESIRED.
'.-� ' sic• rm: �^'., _:s�..:-:� .z - _ �:'..
&W-1 tk-
�V
,� � � • �.. ... may.
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ACTION ITEMS:
' — MONITOR THE SILL AND NEARBY
.. v��-.
2 z, BANKS FOR ANY INCREASED
INSTABILITY.
,ram` •
- YAK -�' •-w>�`}iaFg. ^Q` _ .� .
I
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 4:01:01 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY IJ
OKU16040—SILLS 34WTaxf e—Way
ba SCALE: C N TS CAMPUS DRIVE STREAM RESTORATION cnar�oae, No�rfh 110 28277
LAcense No.:DATE: 04-06-18 LUG SILL REPAIR PLAN MCADAMS 704. 627.. 0800 n McAdamaC.oxara

LOG SILL #2 PRIORITY
CENTRAL REACH - STATION 21+27 1 3
NOTES:
THIS LOG SILL IS FUNCTIONING, BUT IS
%' " '`S CONCENTRATING FLOWS CLOSE TO THE
S Id,F �; ; ' , i':'• RIGHT BANK.
ilk, 6
r*.N,z
LOOKING UPSTREAM
ACTION ITEMS:
J.`il••: �r;�.: — MONITOR THE SILL AND NEARBY
. ; : ._• �, r�.�:::` ;,i BANKS FOR ANY INCREASED
INSTABILITY.
4• Y
74
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s—LOOKING DOWNSTREAM
X: Projects _Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 4:01:23 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY IJ
OKU 16040—SILLS 34W Tafte— Way
ba SCALE: N TS CAMPUS DRIVE STREAM RESTORATION Chadoae, No h`' lCamlma 28277
LAcense -0293
DATE: LUG SILL REPAIR PLAN 704. 627.. 0800N McAdamaC.oxara
04-06-18 MCADAMS

LOG SILL #25 PRIORITY
NORTH REACH - STATION 38+29 1 3
NOTES:
`.` .`•_ k �� I`, THIS LOG SILL IS FUNCTIONING, BUT IS
SET HIGHER THAN DESIRED.
YES - ._��i!1' .�' • . '��1 �Air
�S
LOOKING UPSTREAM
ACTION ITEMS:
MONITOR THE SILL AND NEARBY
BANKS FOR ANY INCREASED
INSTABILITY.
A
- :ALL
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 4:00:30 PM, Allen, Joshua
PROJECT No. DKU-16040
L FD.EN"E DUKE UNIVERSITY IJ
OKU 16040—SILLS 34W Tafte— Way
ba SCALE: N TS CAMPUS DRIVE STREAM RESTORATION Chadoae, No h`' lCamlma 28277
LAcense -0293
DATE: LUG SILL REPAIR PLAN 704. 627.. 0800N McAdamaC.oxara
04-06-18 MCADAMS

LOG SILL #7 PRIORITY
NORTH REACH - STATION 33+ 17 1 3
NOTES:
=,`•' '.,.:' THIS LOG SILL IS FUNCTIONING, BUT IS
}ems° SET HIGHER THAN DESIRED.
:.T: ,,,+fit..=,u,���.. .'•.:'gig
�, ••app�ee..- - _��
i
S{
i
LOOKING UPSTREAM
ACTION ITEMS:
MONITOR THE SILL AND NEARBY
BANKS FOR ANY INCREASED
14Y` �°�� INSTABILITY.
-- a :ice
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LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 3:57:31 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY W
OKU 16040-SILLS 34W Todne— Way
ba SCALE: C N TS CAMPUS DRIVE STREAM RESTORATION cnar�oae, No�rfh 110 28277
LAcense No.:DATE: 04-06-18 LUG SILL REPAIR PLAN MCADAMS 704. 627.. 0800 n McAdamaC.oxara

LOG SILL #8 PRIORITY
NORTH REACH - STATION 33+63 1 3
NOTES:
i THIS LOG SILL IS FUNCTIONING, BUT IS
SET HIGHER THAN DESIRED.
04
5 Odo
r-
LOOKING UPSTREAM
ACTION ITEMS:
'r MONITOR THE SILL AND NEARBY
BANKS FOR ANY INCREASED
/ INSTABILITY.
I
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 3:57:52 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY IJ
OKU16040—SILLS C 34WTar1ng Way
ba SCALE: N TS CAMPUS DRIVE STREAM RESTORATION cnar�oae, No�rfh 110a11na 28277
DATE: LUG SILL REPAIR PLAN MCADAMS 704. 527.. 0800 n MLAcenft No.:c
04-06-18 AdamaC.oxara

LOG SILL # 10 PRIORITY
NORTH REACH - STATION 34+44 1 3
NOTES:
it •� .I :��'y i`�`''' THIS LOG SILL IS FUNCTIONING, BUT IS
SET HIGHER THAN DESIRED.
y Z •..�.1 e• '
LOOKING UPSTREAM
ACTION ITEMS:
MONITOR THE SILL AND NEARBY
BANKS FOR ANY INCREASED
INSTABILITY.
r •• Ai
i -
1ti
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 3:58:18 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY !!j
OKU 16040—SILLS 34W Tafte— Way
ba SCALE: N TS CAMPUS DRIVE STREAM RESTORATION Chadoae, No h`' lCamlma 28277
Ucenft DATE: LUG SILL REPAIR PLAN 704. 527. 0800N McAdarairoxara
04-06-18 MCADAMS

LOG SILL # 12 PRIORITY
NORTH REACH - STATION 34+62 1 3
NOTES:
c ° • j `,'.:' '; 't,` f�` -- THIS LOG SILL IS FUNCTIONING, BUT IS
SET HIGHER THAN DESIRED.
�$'.I � r^�F!ll: ,',,Ji#h,'�76� ! � �' � ny: r ,'�L>:',)..`�• ' A' ..35?4', �: •� ,J ',[_ ej
- ':i"r,?[�, 1ym .r �; ti..: `8' ,:' ';,, . •.f ,, .. �: E'� � .�.�. r� fli '.�' �
� ­2Yam, :.,:. �v .:.. 1d• : S -
"ate
LOOKING UPSTREAM
ACTION ITEMS:
MONITOR THE SILL AND NEARBY
f.,7. BANKS FOR ANY INCREASED
} INSTABILITY.
• t
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 3:58:38 PM, Allen, Joshua
PROJECT No. DKU-16040
L Ftt.EN"E DUKE UNIVERSITY !!j
OKU16040—SILLS 34WTbfd e—Way
ba SCAM: N TS CAMPUS DRIVE STREAM RESTORATION cnar�oae, No a1 C 10a11na 28277
04-06-18 MCADAMS
DATE: LUG SILL REPAIR PLAN 704. 527.0800NMeAdamsro.c=

LOG SILL # 15 PRIORITY
NORTH REACH - STATION 35+23 1 3
NOTES:
THIS LOG SILL IS FUNCTIONING, BUT IS
CONCENTRATING FLOWS CLOSE TO THE
RIGHT BANK.
«;r
'. � •� .�R'-".r�q � ..fie- :,e:�� • r
fe {.
_ � J
f., C
} 1% s
LOOKING UPSTREAM
ACTION ITEMS:
MONITOR THE SILL AND NEARBY
' BANKS FOR ANY INCREASED
INSTABILITY.
LF
f
'W4—
.... - -
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 3:58:59 PM, Allen, Joshua
PROJECT No. DKU-16040
L FD.EN"E DUKE UNIVERSITY IJ
OKU 16040—SILLS 34W Tafte— Way
ba SCALE: C N TS CAMPUS DRIVE STREAM RESTORATION cnar�oae, No�ith 110 28277
LAcense No.:DATE: 04-06-18 LUG SILL REPAIR PLAN MCADAMS 704. 627.. 0800 n McAdamaC.oxara

LOG SILL # 16
PRIORITY
1
NORTH REACH - STATION 35+63
3
NOTES:
THIS LOG SILL IS FUNCTIONING, BUT IS
F i A '1'.
SET HIGHER THAN DESIRED.
a74.. •.'xam
LOOKING UPSTREAM
ACTION ITEMS:
MONITOR THE SILL AND NEARBY
k
L 4 Ir;r i'
j
BANKS FOR ANY INCREASED
INSTABILITY.
•l
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 3:59:20 PM, Allen, Joshua
L
PROJECT No. DKU-16040
DUKE UNIVERSITY
FILENAME
OKU16040—SILLS
W
ba
CAMPUS DRIVE STREAM
RESTORATION
34W Tafte— Way
110 28277
cnar�oae, No�C
SCALE:
N TS
LUG SILL REPAIR
PLAN
MCADAMS
rfh
LAcense No.:DATE:
704. 627.. 0800 n McAdamaC.oxara
04-06-18

LOG SILL # 18 PRIORITY
NORTH REACH - STATION 35+95 1 3
NOTES:
THIS LOG SILL IS FUNCTIONING, BUT IS
SET HIGHER THAN DESIRED.
f_ •
LOOKING UPSTREAM
ACTION ITEMS:
F r " MONITOR THE SILL AND NEARBY
$" '' BANKS FOR ANY INCREASED
INSTABILITY.
5 r17
:..
-'.. .- .�'�-deli "��• :.'-�"ay
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 3:59:44 PM, Allen, Joshua
PROJECT No. DKU-16040
RSIL AGMADANS
L FILENAME DUKE UNIVEITY !jj unjow
OKU 16040—SILLS 34W Tafte— Way
ba SCALE: C N TS CAMPUS DRIVE STREAM RESTORATION cnar�oae, No�rfh 110 28277
LAcense No.:DATE: LUG SILL REPAIR PLAN MCADAMS 704. 527.. 0800 n Mc
04-06-18 AdamaC.oxara

LOG SILL #20 PRIORITY
NORTH REACH - STATION 37+32 1 3
NOTES:
THIS LOG SILL IS FUNCTIONING, BUT IS
CONCENTRATING FLOWS CLOSE TO THE
RIGHT BANK.
,.�.rr. ;,l.Y,t: � "•' �",.:a� � ,fir .'!4 i ..
- •��4'y-' !m y
.t.
• r rr �1 .� , ►y
LOOKING UPSTREAM
ACTION ITEMS:
MONITOR THE SILL AND NEARBY
--= BANKS FOR ANY INCREASED
INSTABILITY.
F
F '=r Z. • r 9 i5;
_- p w -
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 4:00:06 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY IJ
OKU 16040—SILLS 34W Tafte— Way
ba SCALE: C N TS CAMPUS DRIVE STREAM RESTORATION cnar�oae, No�rfh 110 28277
Ucenft DATE: LUG SILL REPAIR PLAN 704. 527. 0800N Mc
04-06-18 MCADAMS Adarasroxara

PRIORITY LOG SILL REPORTS
CAMPUS DRIVE STREAM RESTORATION
DKU-16040

LOG SILL # 1 PRIORITY
SOUTH REACH - STATION 10+52 1 4
NOTES:
i THIS LOG SILL IS FUNCTIONING AS
DESIGNED.
•=+i - Y •I
LOOKING UPSTREAM
ACTION ITEMS:
i. NONE.
�AWA
i
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 3:55:09 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY IJ
OKU 16040—SILLS 8488 Twine —Way
ba SCAM: N TS CAMPUS DRIVE STREAM RESTORATION Chadoae, No h`' 1Camlma 28277
LAcense -0293
DATE: LUG SILL REPAIR PLAN 704. 627. 0800N McAdamaC.oxara
04-06-18 MCADAMS

LOG SILL #2 PRIORITY
SOUTH REACH - STATION 11+24 1 4
NOTES:
` ' THIS LOG SILL IS FUNCTIONING AS
DESIGNED.
r
Yt ,
4
a'
LOOKING UPSTREAM
ACTION ITEMS:
NONE.
dc,s.r Fl _ a
Mj �G
f_ +
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 3:55:30 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY IJ
OKU 16040—SILLS 3436 C Todngd— Way
ba SCALE: N TS CAMPUS D-0293
RIVE STREAM RESTORATION cbar�ace, No�rfh 110a11na 28277
License No.:DATE: LUG SILL REPAIR PLAN MCADAMS 704. 627.. 0800 n McAdameCoxara
04-06-18

LOG SILL #4 PRIORITY
SOUTH REACH - STATION 12+23 1 4
NOTES:
THIS LOG SILL IS FUNCTIONING AS
r' DESIGNED.
r "
-401
LOOKING UPSTREAM
ACTION ITEMS:
6 - < NONE.
4.
ly
r t
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 3:55:53 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY IJ
OKU16040-SILLS 34WTaaf e—Way
ba SCAM. N TS CAMPUS DRIVE STREAM RESTORATION Chaftfte, No h`' lCarafta 28277
LAcense -0293
DATE: LUG SILL REPAIR PLAN 704. 627.. 0800N McAdamaC.oxara
04-06-18 MCADAMS

LOG SILL #6 PRIORITY
SOUTH REACH - STATION 13+04 1 4
NOTES:
_ THIS LOG SILL IS FUNCTIONING AS
DESIGNED.
4. R � • JC,.
H r.
LOOKING UPSTREAM
ACTION ITEMS:
a'F `':i.�= • rpp a a P _ f NONE.
• � "raw.;. _ ��:'��., �� 1 ��, y+
I f
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKU1 6040— Log Sill Memos.dw 4 5 2018 3:56:16 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY IJ
OKU16040—SILLS 34WTaxf e—Way
ba SCALE: C N TS CAMPUS DRIVE STREAM RESTORATION cnar�oae, No�rfh 110 28277
LAcense No.:DATE: 04-06-18 LUG SILL REPAIR PLAN MCADAMS 704. 627.. 0800 n McAdamaC.oxara

LOG SILL #8 PRIORITY
SOUTH REACH - STATION 16+24 1 4
NOTES:
"'` THIS LOG SILL IS FUNCTIONING AS
DESIGNED.
LOOKING UPSTREAM
ACTION ITEMS:
NONE.
nT
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 3:56:40 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY IJ
OKU 16040-SILLS 8488 Twine —Way
ba SCAM: N TS CAMPUS DRIVE STREAM RESTORATION Chadoae, No h`' 1Camlma 28277
LAcense -0293
DATE: LUG SILL REPAIR PLAN 704. 627.. 0800N McAdamaC.oxara
04-06-18 MCADAMS

LOG SILL #5 PRIORITY
CENTRAL REACH - STATION 22+33 4
NOTES:
THIS LOG SILL IS FUNCTION AS DESIGNED.
j i 111A `:": JFS ` •�-`5�• t'^Knl w x' % . 1�
14,
LOOKING UPSTREAM
ACTION ITEMS:
i k: ;e." =c,�'a' _ •. NONE.
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 3:54:42 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UN�RSITY IJ
OKU16040—SILLS 34WTaxf e—Way
ba SCALE: C N TS CAMPUS DRIVE STREAM RESTORATION cnar�oae, No�rfh 110 28277
LAcense No.:DATE: 04-06-18 LUG SILL REPAIR PLAN MCADAMS 704. 627.. 0800 n McAdamaC.oxara

LOG SILL #3 PRIORITY
CENTRAL REACH - STATION 21 +72 1 4
NOTES:
THIS LOG SILL IS FUNCTION AS DESIGNED.
Y•_ ,c w y ; ilk'.. ; 'i'. _ � 7S
K: f
r ax'
Y -
y
,r
LOOKING UPSTREAM
ACTION ITEMS:
NONE.
ti
ti
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 3:54:16 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY IJ
OKU 16040—SILLS 8488 Twine —Way
ba SCALE: N TS CAMPUS DRIVE STREAM RESTORATION Chadoae, No h`' lCamlma 28277
LAcense -0293
DATE: LUG SILL REPAIR PLAN 704. 627.. 0800N McAdamaC.oxara
04-06-18 MCADAMS

LOG SILL # 1 PRIORITY
NORTH REACH - STATION 31 +65 1 4
NOTES:
THIS LOG SILL IS FUNCTIONING AS
DESIGNED.
y.�
q -
'S LOOKING UPSTREAM
y
ACTION ITEMS:
i, NONE.
IL
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 3:48:44 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UN�RSITY IJ
OKU16040—SILLS 34WTaxf e—Way
ba SCALE: N TS CAMPUS DRIVE STREAM RESTORATION Chaftfte, No h`110 ca Doa 28277
-0293
DATE: LUG SILL REPAIR PLAN 704. 627.. 0800LAcense N McAdamaC.oxara
04-06-18 MCADAMS

LOG SILL #2 PRIORITY
NORTH REACH - STATION 31 +85 1 4
NOTES:
THIS LOG SILL IS FUNCTIONING AS
DESIGNED.
'� I ••.wry. ��" if .... .,'�jc� ti
I,•
• yr: �='
Vz
's
'i
R'AV
LOOKING UPSTREAM
ACTION ITEMS:
NONE.
J.
rye+.
fff LOOKING DOWNSTREAM
X: Projects _Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 3:49:08 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY !jj
OKU 16040—SILLS 34W Tafte— Way
ba SCALE: C N TS CAMPUS DRIVE STREAM RESTORATION cnar�oae, No�rfh 110 28277
LAcense No.:DATE: LUG SILL REPAIR PLAN 704. 627.. 0800 n Mc
04-06-18 MCADAMS AdameCoxara

LOG SILL #3 PRIORITY
NORTH REACH - STATION 32+06 1 4
NOTES:
'k'. THIS LOG SILL IS FUNCTIONING AS
DESIGNED.
PM
LOOKING UPSTREAM
ACTION ITEMS:
NONE.
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 3:49:34 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY IJ
OKU16040—SILLS 34WTaxf e—Way
ba SCALE: N TS CAMPUS DRIVE STREAM RESTORATION Chaftfte, No h`' 1Camlma 28277
LAcense -0293
DATE: LUG SILL REPAIR PLAN 704. 627.. 0800N McAdamaC.oxara
04-06-18 MCADAMS

LOG SILL #9 PRIORITY
NORTH REACH - STATION 34+34 1 4
NOTES:
';11.
:''y THIS LOG SILL IS FUNCTIONING AS
DESIGNED.
III y: r: ti
LOOKING UPSTREAM
ACTION ITEMS:
NONE.
- �..i�-ice• � f{� -
k/4 '
LOOKING DOWNSTREAM
X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 3:50:05 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UN�RSITY IJ
OKU 16040—SILLS 34W Todneon Way
ba SCALE: N TS CAMPUS DRIVE STREAM RESTORATION cnar�oae, Nsufte o 110 0 s�7 a7
LAcense No.:DATE: 04-06-18 LUG SILL REPAIR PLAN MCADAMS 704. 527.. 0800 n McAdamaC.o.com

LOG SILL # 11 PRIORITY
NORTH REACH - STATION 34+62 1 4
NOTES:
THIS LOG SILL IS FUNCTIONING AS
:I •. ,., ..1. ,.. ��. ?r .: DESIGNED.
_ {}L sky •kq.� •• -
'A`
r
i
LOOKING UPSTREAM
ACTION ITEMS:
NONE.
4 ,� •. 401
r
a,
- r
LOOKING DOWNSTREAM
X: Projects _Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 3:50:33 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY W
OKU16040—SILLS 34WTaxf e—Way
ba SCALE: C N TS CAMPUS DRIVE STREAM RESTORATION cnar�oae, No�rfh 110 28277
LAcense No.:-0293
DATE: LUG SILL REPAIR PLAN MCADAMS 704. 627.. 0800 n McAdamaC.oxara
04-06-18

LOG SILL # 13 PRIORITY
NORTH REACH - STATION 35+ 12 1 4
NOTES:
- THIS LOG SILL IS FUNCTIONING AS
DESIGNED.
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X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 3:51:00 PM, Allen, Joshua
PROJECT No. DKU-16040
L FD.EN"E DUKE UNIVERSITY IJ
OKU16040—SILLS 8488Twine— Way
ba SCALE: N TS CAMPUS DRIVE STREAM RESTORATION Chadoae, No h`' lCamlma 28277
LAcense -0293
DATE: LUG SILL REPAIR PLAN 704. 627.. 0800N McAdamaC.oxara
04-06-18 MCADAMS

LOG SILL # 17 PRIORITY
NORTH REACH - STATION 35+83 1 4
,.. -
NOTES:
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ACTION ITEMS:
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X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 3:51:51 PM, Allen, Joshua
PROJECT No. DKU-16040
L FD.EN"E DUKE UNIVERSITY IJ
OKU16040—SILLS 8488Twine— Way
ba SCALE: N TS CAMPUS DRIVE STREAM RESTORATION Chadoae, No h`' lCamlma 28277
LAcense -0293
DATE: LUG SILL REPAIR PLAN 704. 627.. 0800N McAdamaC.oxara
04-06-18 MCADAMS

LOG SILL # 19 PRIORITY
NORTH REACH - STATION 37+ 17 1 4
NOTES:
THIS LOG SILL IS FUNCTIONING AS
r ;N ' DESIGNED.
L
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ACTION ITEMS:
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X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 3:52:11 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY IJ
OKU16040—SILLS 34WTaxf e—Way
ba SCALE: C N TS CAMPUS DRIVE STREAM RESTORATION cnar�oae, No�ith 110 28277
LAcense No.:DATE: 04-06-18 LUG SILL REPAIR PLAN MCADAMS 704. r,27.. 0800 n McAdamaC.oxara

LOG SILL #22 PRIORITY
NORTH REACH - STATION 37+72 1 4
NOTES:
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X: Projects _Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 3:52:35 PM, Allen, Joshua
PROJECT No. DKU-16040
L FD.EN"E DUKE UNIVERSITY IJ
OKU 16040—SILLS 34W Tafte— Way
ba SCALE: N TS CAMPUS DRIVE STREAM RESTORATION Chaftfte, No h`' lCamlma 28277
LAcense -0293
DATE: LUG SILL REPAIR PLAN 704. 627..0800NMcAdameCoxara
04-06-18 MCADAMS

LOG SILL #23 PRIORITY
NORTH REACH - STATION 37+91 1 4
NOTES:
THIS LOG SILL IS FUNCTIONING AS
DESIGNED.
Y _ 1
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5
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ACTION ITEMS:
NONE.
_. , � � - . ire .`�: •§.: __ %�, _. ...
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X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 3:52:55 PM, Allen, Joshua
PROJECT No. DKU-16040
L FILENAME DUKE UNIVERSITY IJ
OKU16040—SILLS 34WTaxf e—Way
ba SCALE: C N TS CAMPUS DRIVE STREAM RESTORATION cnar�oae, No�rfh 110 28277
LAcense No.:DATE: 04-06-18 LUG SILL REPAIR PLAN MCADAMS 704. 627.. 0800 n McAdamaC.oxara

LOG SILL #24 PRIORITY
NORTH REACH - STATION 38+02 1 4
_ NOTES:
THIS LOG SILL IS FUNCTIONING AS
DESIGNED.
3
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ACTION ITEMS:
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X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 3:53:15 PM, Allen, Joshua
PROJECT No. DKU-16040
L FD.EN"E DUKE UNIVERSITY IJ
OKU 16040—SILLS 34W Tafte— Way
ba SCALE: N TS CAMPUS DRIVE STREAM RESTORATION Chaftfte, No h`' lCamlma 28277
LAcense -0293
DATE: LUG SILL REPAIR PLAN 704. 627.. 0800N McAdamaC.oxara
04-06-18 MCADAMS

LOG SILL #26 PRIORITY
1
4
NORTH REACH - STATION 38+40
NOTES:
THIS LOG SILL IS FUNCTIONING AS
DESIGNED.
��ii�i�5 �9i •�
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ACTION ITEMS:
NONE.
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X: Projects —Shared DKU DKU-16040 Stream Restoration — Log Sill Re ort Current Drawin s DKUl 6040— Log Sill Memos.dw 4 5 2018 3:53:36 PM, Allen, Joshua
L
PROJECT No. DKU-16040
DUKE UNIVERSITY
IJ
FILEN"E
OKU 16040—SILLS
ba
CAMPUS DRIVE STREAM RESTORATION
34W Tafte— Way
h`' lCamlma
SCALE:
N TS
Chadoae, No 28277
LUG SILL REPAIR PLAN
MCADAMS
LAcense -0293
704. 62,.. 0800N McAdamaC.oxara
DATE:
04-06-18

M MCADAMS WATER RECLAMATION POND STREAM RESTORATION
> MONITORING YEAR 5 REPORT
APPENDIX D
VEGETATION ASSESSMENT DATA
creating experiences through experience

Table 1. Vegetation Plot Mitigation Success Summary
Duke University Water Reclamation Pond Stream Restoration Site
Durham, NC
MONITORING YEAR 5
McAdams Project #: DKU-16040
Vegetation Plot ID
Vegetation Threshold Met?*
Tract Mean
1
Yes
83%
2
Yes
3
Yes
4
NO
5
Yes
6
Yes
* Target density is a minimum of 320 trees (both planted and existing) per acre after three years of monitoring, 260 trees (both planted and
existing) per acre after five years of monitoring, and 210 trees (both planted and existing) per acre after seven years of monitoring,
according to the "Stream Restoration Plan for the Duke University Water Reclamation Pond", October, 2012.

Table 2. Planted Stem Count by Vegation Plot
Duke University Water Reclamation Pond Stream Restoration Site
Durham, NC
MONITORING YEAR 5
McAdams Proiect #: DKU-16040
Scientific Name
Common Name
Species
Type
CURRENT PLOT YEAR
ANNUAL TOTALS
VP-1
VP-2
VP-3
VP-4
VP-5
VP-6
MY-5
(DEC. 2018)
MY-3
(NOV. 2016)
MY-2
(NOV. 2015)
MY-1
(SEPT. 2014)
AS BUILT
(JUN. 2014)
Alnus serrulato
tag alder
shrub
2
2
2
3
3
3
Asimina triloba
pawpaw
small tree
0
0
1
1
1
Cercis canadensis
eastern red bud
tree
1
1
1
1
1
1
Corpus amomum
silky dogwood
shrub
0
0
2
5
5
Corpus florida
flowering dogwood
small tree
1
1
1
1
1
1
Fraxinus pennsylvanica
green ash
tree
2
2
3
7
8
8
8
11
Lindera benzion
spicebush
shrub
0
1
2
3
4
Liriodendron tulipifera
tulip poplar
tree
2
2
2
2
2
2
Nysso sylvatica
black gum
tree
4
4
5
5
5
5
Platanus occidentalis
sycamore
tree
4
3
5
5
1
18
18
18
20
20
Quercus lyrata
overcup oak
tree
1
1
Quercus michouxii
swamp chestnut oak
tree
8
1
2
8
19
20
23
24
24
Quercus phellos
willow oak
tree
2
2
3
3
4
4
Viburnum dentatum
arrowood
shrub
2
1
1
4
5
5
6
6
Stem Count Total
12
11
11
6
9
12
61
66
74
83
87
Size of Vegetation Plot (Acres)
0.02
0.02
0.02
0.02
0.02
0.02
0.1483
0.1483
0.1483
0.1483
0.1483
Number of Different Species
2
7
4
2
5
2
11
11
26
27
28
Stems Per Acre
486
445
445
243
364
486
411
445
499
560
587
Total CE Area = 7.01 acres

Table 3. Planted Species Survival by Vegation Plot
Duke University Water Reclamation Pond Stream Restoration Site
Durham, NC
MONITORING YEAR 5
McAdams Project #: DKU-16040
VP-1
VP-2 VP-3
VP-4
VP-5
VP-6
Monitoring Year 5 Planted Stem Count Total
12
11 11
6
9
12
As Built Planted Stem Count Total
18
13 14
14
11
17
Planted Stem Difference from As Built
-6
-2 -3
-8
-2
-5
Surival Rate (%)
1 67%
1 85% 1 79%
1 43%
1 82%
1 71510

M MCADAMS WATER RECLAMATION POND STREAM RESTORATION
> MONITORING YEAR 5 REPORT
APPENDIX E
VEGETATION MONITORING PLOT PHOTOS
creating experiences through experience

'' WADAMS MONITORING YEAR 5 REPORT > DKU-16040
VEGETATION PLOT PHOTOS
Duke University Water Reclamation Pond Stream Restoration — Monitoring Year 5 Report
October 10 & 12, 2018
Vegetation Plot 1
Vegetation Plot 2
creating experiences through experience 2905 Meridian Parkway, Durham, NC 27713 / 919. 361. 5000

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M MCADAMS
MONITORING YEAR 5 REPORT > DKU-16040
Vegetation Plot 5
Vegetation Plot 6
creating experiences through experience 3 of 3

M MCADAMS WATER RECLAMATION POND STREAM RESTORATION
> MONITORING YEAR 5 REPORT
APPENDIX F
VEGETATION MONITORING PLOT DATA SHEETS
creating experiences through experience

Site: Duke Sandy Creek Restoration
Veg Plot No.: 1
Page: 1
Monitoring Year: MY5
Date: 10/10/2018
Area: 10x10
CURRENT MONITORING YEAR DATA
X
Y
ddh
Height
DBH
Map ID
Scientific Name
Source
meter
meter
mm
cm
cm
Vigor
Notes
1
Quercus michauxii
B
0.3
0.4
Missing
2
Fraxinus pennsylvanica
B
0.7
3.1
Missing
3
Fraxinus pennsylvanica
B
0.8
4.7
Missing
4
Fraxinus pennsylvanica
B
0.7
5.1
Missing
5
Platanus occidentalis
B
0.2
5.6
427
2.9
3
6
Quercus michauxii
B
1 3.8
9.1
1 46
0.91
7
Platanus occidentalis
B
2.8
4.3
488
2.8
8
Quercus michauxii
B
4.8
1.5
9
Quercus michauxii
B
5.6
3.5
Missing
10
Quercus michauxii
B
5.8
8.4
142
0.5
11
Platanus occidentalis
B
7.4
0.4
671
7.213H
12
Platanus occidentalis
B
8.2
3.1
500
3.4
13
Quercus michauxii
B
8.1
5.8
145
0.6
14
Quercus michauxii
B
7.9
6.5
53
0.4
15
Quercus michauxii
B
9.9
9.4
86
1.1
3
16
Quercus michauxii
B
9.5
6.9
43
1.0
3
17
Quercus michauxii
B
9.9
4.1
102
18
Quercus michauxii
B
9.7
1.2
165
B = bare root
C= containerized
` Campus Drive
Volunteers
<50 cm
50-100 cm
100+ cm
Liquidambar styraciflua
2
9
28
Pinus taeda
1
6
28
Liriodendron tuli ifera
0
0
7
Quercus laurifolia
0
1
0
Quercus I rata
0
0
1
Fraxinus pennsylvanica
0
1
0

Site: Duke Sandy Creek Restoration
Veg Plot No.: 1
Page: 2
Monitoring Year: MY5
Date: 10/10/2018
Area: 10x10
10
9
8
7
6
5
4
3
2
1
0 -
0
------
------ ------
------- I -----
------ I -------
------ -----
------ I -------
------ --------------------
------ -----
-----
15
------
--------------------
------------
------
------ ------------
------------
------
------ ------------
------
------
------ ------
------- I -----
------ I -------
------ ------------
I -------
------- L -----
------ ------
--------------------
------
------
-------------
--------------------
4 ------
-------------------
------
------ -----------------
1
-------------
16
------
5
- 4
------
-------I -----
------ ------
-
---
-------------------
-------
13
------ , -----------
-----
------
------
------------
--L-------------------------------------------------
------
----- ------
17
----------------------------------
-----
------ ------
------ -----
-
------ ------------
------
------ ------
------ -------
------
------ ------
------ -----
------ I -------
------ -----
------ I -------
------ ------------
I -------
------ ------
----- ------
------
------ ------
------
------
------ 8
----- ------
------ --------------------
------ ------
-------------
18
t
------ I -------
------ ------------
0 -----
----- --------------------
1 2 3 4 5 6 7 8 9 10
0 Fraxinus pennsylvanka 0 Platanus occidentalis 0 Quercus mkhouxii OMissing

Site: Duke Sandy Creek Restoration
Veg Plot No.: 2
Page: 1
Monitoring Year: MY5
Date: 10110/2018
Area: 10x10
CURRENT MONITORING YEAR DATA
X
Y
ddh
Height
DBH
Map ID
Scientific Name
Source
meter
meter
mm
cm
cm
Vigor
Notes
1
Quercus phellos
B
0.0
1.5
457
3.1
3
2
Quercus I rata*
B
4.3
1.0
335
2.1
3
3
Quercus phellos
B
6.8
1.6
6
76
3
4
Platanus occidentalis
B
9.7
1.4
914
9.7
3
5
Cersis canadensis (sp. not on planting list)
C
7.9
4.5
488
3.1
3
6
Quercus phellos
B
5.41
4.0
Missing
7
1 Fraxinus pennsylvanica
C
2.9
3.3
549
5.4
3
8
Platanus occidentalis
B
2.7
5.7
1 762
6.9
3
9
Quercus michauxii
B
5.6
6.2
366
2.1
3
10
Cornus florida
C
9.8
7.8
305
2.9
11
Alnus serrulata
B
5.6
8.8
Dead
12
Fraxinus pennsyivanica
C
2.8
8.0
640
7.3
3
13
Platanus occidentalis
B
8.1
9.7
396
3.1
3
is = pare root -species taennnea amerenay in na r4 tnan aunng Hs -nuns anoior m r,1 monrtonng
C= containerized
y
0,0 x
Volunteers
<50 cm
50-100 cm
100+ cm
Liquidambar styraciflua
0
2
19
Liriodendron tuli ifera
1
5
15
Pinus taeda
0
5
40
0
E
U

Site: Duke Sandy Creek Restoration
Veg Plot No.: 2
Page: 2
Monitoring Year: MY5
Date: 10/10/2018
Area: 10x10
10.0
-------------
------ L ------------
I -------
------ ------
------ ------------
------
------ ------------
3
------ --- ------
------ ------
9.0
------
------ -----
------ ------
------ ------
------- I -----------
471 ---
---------------------------
----- -------------
------
8.0
I ------
-------------
------ -------------
------ -------------
-------------
I ------
------ -------------
I -------------
I -------------
UO
------
7.0
------
- -----`------------I-------
------ ------
------ ------------
--
------- L -----
------ ------
----- I -------
------ ------
6.0
------
------ -----
------ -
------ ------
------- T ------
-----
------- F -----
------ T ------
- -
-----
------ ------
-------
5.0
-------------
------ -------------------
------ -------------
-------------
: ------
------ : -------------
5
---- : -------
------ ------
4.0
3.0
------
------ -----
-----------
7
------ -----
------ ------
----- J -------
------ -----
------ ------
----- ------
------ ------
2.0
------
------ ------------
------
------ ------
------ --------
------
------ -----
------ ------
----- -
------------
------------
* -------
---------------------------
------ ------
--------
-------------------
------
10
2
-------------
I ------
------------
------ ------------
------
------ -------------
I ------------
-------------
------
0.0
0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0
* Quercus lyrata 0AInus serrulata 0 Cersis canadensis OComusfiorida
* Fraxinus pennsylvanica 0 Platanus occidentalis 0 Quercus michauxii 0 Missing
* Dead 0 Quercus phellos
510
510

Site: Duke Sandy Creek Restoration
Veg Plot No.: 3
Page: 1
Monitoring Year: MY5
Date: 10/10/2018
Area: 10x10
CURRENT MONITORING YEAR DATA
X
Y
ddh
Height
DBH
Map ID
Scientific Name
Source
meter
meter
mm
cm
cm
Vigor
Notes
1
Fraxinus pennsylvanica
B
1.2
2.8
229
1.2
3
2
Viburnum dentatum
B
2.7
1.9
Missing
3
Platanus occidentalis
B
2.7
4.5
335
1.8
3
4
Platanus occidentalis
B
1.1
5.5
Missing
5
Platanus occidentalis
B
3.7
7.6
198
0.7
3
6
Platanus occidentalis
B
4.4
8.1
12
146
3
Insects
7
Platanus occidentalis
B
1.8
9.9
61
66
3
8
1 Quercus michauxii
B
4.5
5.9
8
91
3
Res rout
9
Quercus michauxii
B
4.6
3.1
9
51
3
10
Viburnum dentatum
B
5.7
1.5
5
28
3
Res rout
11
Fraxinus pennsylvanica
B
7.6
3.3
213
0.9
3
12
Platanus occidentalis
B
9.0
2.5
Dead
13
Viburnum dentatum
B
9.4
7.0
7
61
3
14
Platanus occidentalis
B
9.8
9.2
8
891
1 3
1 Insects
b = dare root
C= containerized
y
0,0 x
Volunteers
<50 cm
50-100 cm
100+ cm
Liquidambarstyraciflua
0
6
0
Pinus taeda
0
9
47
M rica cerifera
0
0
8

Site: Duke Sandy Creek Restoration
Veg Plot No.: 3
Page: 2
Monitoring Year: MY5
Date: 10/10/2018
Area: 10x10
10
9
8
7
6
5
4
3
2
1
------
7
------ ------
------ ------
------
-------------
------ -----
------ ------
------ -------------------
14
-------------
------
------ ------------
------
------ ------
6
6
------ ------------
------
------ ------------
------
------ ------
--------------------
-------------
------------
-------------
------------
-------------
------------
j -------------
------
-------------
4 ------
----------------------------
------ ------
-------------
------ 4 ------
------ ------------
------
13
------ ------
4 — -------
--------------------
I -------
Iff
8
------- I ------
------- I -----
------ I -------
------- I ------------
I -------
------ ------
-------------
------
------
------ ------
------- I ------
------- I -----
------ I -------
------ ------------
------
------ ------
-------------------
------
------ ------
------
------------
------ -----
------
------ ------
------ ------
------
------ ------
-------------------
------
------ -----
------ ------------
------
------ ------
----- ----
---- ------
------
------ I -------
U2
------ -------------------
------ ------
------
------
------ ------------
------
------ ------
-------------
I --------------
------------
------
------ -------------
------------
--------------
------------
------
------ ------
0 -
0.0
H 278'
1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0
OPlatanusoccidentafis OFraxinuspennsylvanka OQuercusmichauxii OViburnumdentatum OMissing XDead

Site: Duke Sandy Creek Restoration
Veg Plot No.: 4
Page: 1
Monitoring Year: MY5
Date: 10110/2018
Area: 20x5
CURRENT MONITORING YEAR DATA
X
meter
Y
meter
ddh
mm
Height
cm
DBH
cm
Vigor
Notes
Map ID
Scientific Name
Source
1
Platanus occidentalis
B
1.1
1.2
274
1.5
3
2
Lindera benzion
B
2.2
3.2
Missin
3
Cornus amomum
B
3.3
0.2
Missing
4
Platanus occidentalis
B
5.6
3.5
366
2.2
3
5
Cornus amomum
B
6.8
4.9
Dead
6
Lindera benzion
B
8.4
2.91
Missing
7
1 Platanus occidentalis
B
11.3
3.1
183
0.5
3
8
Viburnum dentatum
B
13.9
2.9
9
119
3
9
Platanus occidentalis
B
14.2
4.9
427
2.5
3
10
Asimina triloba
B
17.1
4.9
Missing
11
Lindera benzion
B
17.2
3.6
Dead
12
Viburnum dentatum
B
19.1
0.3
Dead
13
Lindera benzion
B
19.6
3.2
Dead
14
Platanus occidentalis
B
19.4
5.01
366
1.7
Abrasion
i B = bare root
C= containerized
y
0,0
Volunteers
<50 cm
50-100 cm
100+ cm
Liquidambar styraciflua
0
2
2
Liriodendron tuli ifera
0
0
1
Pinustaeda
0
7
39
Li ustrum sinense
0
0
1
Quercus phellos
0
1
0
M rica cerifera
0
0
5

Site: Duke Sandy Creek Restoration
Veg Plot No.: 4
Page: 2
Monitoring Year: MY5
Date: 10/10/2018
Area: 20x5
5 -
4
------------
--- ---
---- ----
--- ---
---- ---
---
--------
---
-
--
-------
----
----
--------
---
3 -
------- ---
---
---- ----
-------
---
---
--------
2
----------
-----
----
--------
--- I I ---
--- ---
--- ----
----
--- --------
---
--- ---
--- ----
--- ---
--- ---
---- ---
--- ---
---
i---
L
0
Cn3
---------
---- -------
--------
---
----
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
0 Platanus occidentalis OAsimina triloba 0 Cornus amornum 0 Viburnum dentaturn 0 Lindera benzion X Dead 0 Missing

Site: Duke Sandy Creek Restoration
Vag Plot No.: 5
Page: 1
Monitoring Year: MY5
Date: 10/12/2018
Area: 10x10
CURRENT MONITORING YEAR DATA
X
meter
Y
meter
ddh
mm
Height
cm
DBH
cm
Vigor
Notes
Map ID
Scientific Name
Source
1
Cornus amomum
B
2.8
3.1
Dead
2
Liriodendron tuli ifera
B
2.1
5.0
274
1.4
3
3
Liriodendron tuli ifera
B
5.2
6.6
16
137
3
4
Alnus serrulata
B
2.6
7.3
12
102
3
5
Platanus occidentalis
B
9.9
8.4
518
2.8
3
6
Viburnum dentatum
B
1 8.6
9.1
101
1221
3
7
Alnus serrulata
B
5.8
8.9
202
0.6
3
8
Fraxinus pennsylvanica
B
8.5
9.4
9
86
3
9
Fraxinus pennsylvanica
B
9.9
9.6
183
0.8
3
10
Fraxinus pennsylvanica
B
4.4
9.8
160
0.5
3
11
Fraxinus pennsylvanica
B
1.0
9.5
Missing
is = Dare root
C= containerized
0,0
Volunteers
<50 cm
50-100 cm
100+ cm
Liquidambarstyraciflua
23
24
11
Liriodendron tuli ifera
10
20
7
Platanus occidentalis
0
0
8
Pinus taeda
30
65
68
M rica cerifera
0
0
4
Quercus phellos
1
0
0

Site: Duke Sandy Creek Restoration
Veg Plot No.: 5
Page: 2
Monitoring Year: MY5
Date: 10/12/2018
Area: 10x10
10
---------
------ ------
--------------
------------
------ I -------
------
------
9
------
-------------
------ ------
------- ------
----- -------
------ -------
--------------
------ ------
------------ -
------
5
8
L-----
----- ------
----- ---
------ ------
----- ------
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------
------ ------
------
7
------------
------
------ ------
------ ------------
------
------
------ ------
------ ------
------ I -------
------ ------
------------
------
------ ------
------ ------
----- ------
------ ------
------ ------
------ ------
------ ------
------ ------
5
------
----- I -------
------ I -------
------- I ------
------ ------
------
4
----------------------
: ------
------ ------
------ -----------------------------------
------ -------------------------------------------------
3
I
I
I
I
j
-------------
-------------
------
------- ------------
-------
------ -------
------- -------------
-------------
-------
------ ------
2
------------
------
------ ------
--------------------
I -------
------ I -------
------- I ------
------ ------
------ I -------
------ ------
-----
------ ------
------ ------
------ ------
----- ------
------ ------
------ ------
------ ------
------ ------
------ ------
0
0 1 2 3 4 5 6 7 8 9 10
0 Platanus occidentalis 0 Fraxinus pennsylvanica 0AInus serrulata 0 Viburnum dentaturn
OCornusamomum OUriodendrontulipifera XDead 0 Missing
258'

Site: Duke Sandy Creek Restoration
Veg Plot No.: 6
Page: 1
Monitoring Year: MY5
Date: 10/12/2018
Area: 10x10
CURRENT MONITORING YEAR DATA
X
meter
Y
meter
ddh
mm
Height
cm
DBH
cm
Vigor
Notes
Map ID
Scientific Name
Source
1
Cornus amomum
B
0.2
1.2
Dead
2
N ssa s Ivatica
B
3.3
1.1
Dead
3
Cornus amomum
B
6.3
0.8
Dead
4
N ssa s Ivatica
B
9.1
0.8
203
0.5
5
Quercus michauxii
B
4.91
2.5
9
97
6
Quercus michauxii
B
0.8
3.3
1 216
0.6
7
Quercus michauxii
B
2.8
3.7
9
99
8
Quercus michauxii
B
6.0
4.0
13
130
9
Quercus michauxii
B
9.2
4.2
10
102
10
Quercus michauxii
B
1.7
5.9
11
124
11
N ssa s Ivatica
B
4.4
6.6
8
71
12
Quercus michauxii
B
5.7
7.7
6
58
2
Res rout
13
N ssa s Ivatica
B
7.5
6.81
8
124
14
N ssa s Ivatica
B
9.6
7.2
61
69
15
Quercus michauxii
B
9.9
9.1
188
0.4
16
Quercus michauxii
113
7.0
9.3
1
IMissing
17
Quercus michauxii
113
3.8
9.2
1
IMissing
B = bare root - •
C= containerized
I •
I
y
0,0 x
forest edge
Volunteers
<50 cm
50-100 cm
100+ cm
Liquidambar styraciflua
15
15
13
Platanus occidentalis
0
4
5
Pinus taeda
15
20
60
Liriodendron tuli ifera
4
0
0

Site: Duke Sandy Creek Restoration
Veg Plot No.: 6
Page: 2
Monitoring Year: MY5
Date: 10/12/2018
Area: 10x10
10
9
-----
------ ------
------ ------
------
-----
------ ------
------ ------
------ I ----- -
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8
------------
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14
------------
------
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0
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6
----------------------------
7
I ------
------- I -----------------------------------
---------------------
------
--------------
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5
--------------
------------
------
------ ------
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-------------
-------------
-------------
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4
8
------ ------
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------- L ------
------
------ ------
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3
------- I -------------------
------ ------
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--- cs
------
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2 -
-----
------ I -------
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--------------------------
--------------
--------------
------ ------
--------------
------ ------
1
4
j------- ------- I ------ ------ ------------ ------ ------ ------ ----- ------ ------ ------ ------ j ------- ------ ------
0 1 2 3 4 5 6 7 8 1 10
ONyssasylvatica OCornusamomum OQuercusmichauxii XDead OMissing
E 222'

�' MCADAMS WATER RECLAMATION POND STREAM RESTORATION
APPENDIX G
PHOTO STATION PHOTOS
> MONITORING YEAR 5 REPORT
creating experiences through experience

'' WADAMS MONITORING YEAR 5 REPORT > DKU-16040
PHOTO STATION PHOTOS
Duke University Water Reclamation Pond Stream Restoration — Monitoring Year 5 Report
October 10 & 12, 2018
Photo Station 1: View facing downstream
Photo Station 2: View facing upstream
creating experiences through experience 2905 Meridian Parkway, Durham, NC 27713 / 919. 361. 5000

�' MCADAMS
MONITORING YEAR 5 REPORT > DKU-16040
Photo Station 2: View facing downstream
Photo Station 3: View facing upstream
creating experiences through experience 2 of 7

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M MCADAMS
MONITORING YEAR 5 REPORT > DKU-16040
Photo Station 5: View facing upstream
Photo Station 5: View facing downstream
creating experiences through experience

�1 MCADAMS
MONITORING YEAR 5 REPORT > DKU-16040
Photo Station 6: View facing upstream
Photo Station 7: View facing downstream
creating experiences through experience 5 of 7

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