20071115 Ver 1_Year 4 Monitoring Report_20120823

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Beaverdam Mitigation Project
Harnett County, North Carolina
Cape Fear River Basin No. 03030004
DENR -EEP Contract No. D06029 -B
Year 4 Monitoring Report
091!6
AUG 232012
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Prepared for
Environmental Banc and Exchange, LLC
909 Capability Drive, Suite 3100
Raleigh, NC 27606
Prepared by
WK Dickson and Co., Inc.
720 Corporate Center Drive
Raleigh, NC 27607
(919) 782 -0495
January 2012
RECEIVED
IAN 1 3 2012
ECOSYSTEM
Fr ANCEMENT PROGRAM

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
Table of Contents
10 SUMMARY
20
INTRODUCTION
2
2 1 Project Description
2
22 Project Purpose
2
23 Project History & Schedule
5
30
HYDROLOGY
6
31 Hydrologic Success Criteria
6
32 Description of Hydrology Monitoring Efforts
6
33 Results of Hydrology Monitoring
10
3 3 1 Site Data
12
3 3 2 Reference Data
14
3 3 3 Climate Data
14
34 Hydrologic Conclusions
16
40
VEGETATION
17
41 Vegetation Success Criteria
17
4 2 Description of Species and Vegetation Monitoring
17
43 Results of Vegetation Monitoring
17
44 Vegetation Observations & Conclusions
20
50
STREAM MONITORING
20
51 Stream Success Criteria
20
52 Stream Morphology Monitoring Plan
21
5 2 1 Cross Sections
21
5 2 2 Longitudinal Profile
21
5 2 3 Hydrology
21
5 2 4 Photo Reference Stations
21
53 Stream Morphology Monitoring Results
22
5 3 1 Cross Sections
22
5 3 2 Longitudinal Profile
22
5 3 3 Hydrology
22
55 Stream Conclusions
25
6 0
CONCLUSIONS AND RECOMMENDATIONS
26
0

APPENDICES
Appendix A
As -Built Survey
Appendix B
0
Appendix C
2011 Gauge Data
Appendix D
2011 Site Photos
Appendix E
2011 Morphologic Monitoring Parameters
Beaverdam Mitigation Site
O
Annual Monitoring Report for 2011 (Year 4)
List of Figures
Figure 1
Vicinity Map
3
O
Figure 2
USGS Map
4
0
Figure 3
Monitonng Summary Map
8
Figure 4
Groundwater Hydrographs
12
(�
Figure 5
2011 Precipitation for Beaverdam Swamp Site
16
Figure 6
Stream Observation Areas
23
List of Tables
-;
Table 1
Project Mitigation Structure and Objectives
5
'J
Table 2
Project Activity and Reporting History
5
Table 3
Project Contacts
6
Table 4
Hydrologic Monitoring Results
10
Table 5
Hydropenod Depths for Unsuccessful Gauges
11
Table 6
Summary of Annual Hydrology Momtonng Data 2008 -2011
11
Table 7
Comparison of Normal Rainfall to 2011 Observed Rainfall
15
Table 8
Observed Rainfall Summary
15
i
Table 9
Planted Tree Species
17
Table 10
Results of 2011 Vegetation Monitoring by Plot
18
Table 11
Summary of Vegetation Monitoring Results — Year 4
18
Table 12
Volunteer Tree Species
20
Table 13
Stream Observation Areas
22
Table 14
Crest Gauge Data
25
Table 15
Summary of Morphologic Monitoring Parameter
25
APPENDICES
Appendix A
As -Built Survey
Appendix B
2011 Profile and Cross Section Data
Appendix C
2011 Gauge Data
Appendix D
2011 Site Photos
Appendix E
2011 Morphologic Monitoring Parameters
M

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
1.0 SUMMARY
This Annual Report details the monitoring activities during the 2011 growing season on the
Beaverdam Swamp Mitigation Site Construction of the site, including planting of trees, was
completed in February 2008 The 2011 data represents results from the fourth year of hydrology
and vegetation monitoring for both wetlands and streams
The design for the Beaverdam Swamp Site involved stream restoration, rnvenne wetland
restoration, and wetland enhancement After construction, it was determined that the project
generated 10,114 linear feet of stream restoration, 292 linear feet of stream enhancement, 9 90
acres of wetland restoration, and 2 04 acres of wetland enhancement The As -Built survey is
included as Appendix A
This Annual Report presents the data from eight automated hydrology monitoring stations, 14
vegetation monitoring plots, three crest gauges, one tipping bucket rain gauge, one funnel rain
gauge, 20 cross sections, 3,455 linear feet of profile survey, and photographic reference locations
Data were also collected from three reference automated hydrology monitoring stations
In 2011, data collected from the groundwater monitoring gauges on the Beaverdam Mitigation
Site indicate that one of the five hydrology monitoring stations in the restoration area, station
BDAW 1, recorded hydropenods of at least 10 percent of the growing season BDAW5 and
BDAW7 recorded hydropenods of 8 percent of the growing season The remaining two gauges
(BDAW2 and BDAW6) experienced hydropenods of less than or equal to 5 percent BDRAW 1
was the only reference gauge to experience a hydropenod above 10 percent of the growing
season Reference gauges BDRAW2 and BDRAW3 had hydropenods of 8 percent of the
growing season The groundwater elevation at BDRAW2 may be affected by its relatively close
location to the channel Gauges BDAW3, BDAW4, and BDAW8 are located in potential
additional wetland restoration areas and recorded hydropenods below the hydrology success
criterion for the site The groundwater elevations appear to follow rainfall trends over the last
three seasons
Weather station data from the Dunn Weather Station were used in conjunction with the rain
gauges located on the site to document precipitation amounts The Dunn weather station data for
2011 was below normal limits throughout most of the growing season On -site rainfall amounts
indicate a dry start to the growing season During the months of April and May, the rainfall was
within the normal limits but below the annual average for May Rainfall trends during 2009
through 2011 are mostly below normal monthly rainfall amounts
This Annual Monitoring Report documents vegetation survival on 14 vegetation - monitoring
plots The vegetation monitoring documented surviving planted stem density between 240 and
720 stems per acre All plots had previously met and exceeded the minimum criteria of 320 stems
per acres after three years Remedial action to control competition is recommended for the area
around Plot 5 No additional remedial actions are recommended Herbaceous vegetation is now
estimated at over 90 percent cover across the site Volunteer woody species are present but do not
pose a threat to the target natural community except as noted around Plot 5
During the 2011 monitoring season, all three crest gauges recorded bankf ill events at the site
The restored stream channel is stable and is providing the intended habitat and hydrologic
functions All monitored cross sections and longitudinal profile for 2011 show little adjustment in
stream dimension
January 2012

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
2.0 INTRODUCTION
2.1 PROJECT DESCRIPTION
The Beaverdam Swamp Stream and Wetland Mitigation project is in Harnett County, North
Carolina, approximately 3 miles southwest of Erwin (Figure 1) The property is on an old
floodplain terrace to either side of Bunnlevel Erwin Road (SR 1779) Access is directly from
Bunnlevel Erwin Road through pasture and agricultural fields Construction at the site was
completed in February 2008 Groundwater, surface water, and rain gauges were functional
beginning in February 2008 This report details the results of the 2011 monitoring season, and
represents Year 4 of monitoring for the site
The mitigation site consists of three stream systems and associated riparian wetlands along the
floodplain The three distinct unnamed tributaries (UT) are identified as UT I, UT2, and UT3
The USGS Erwin, NC topographic quadrangle (Figure 2) shows UT 1 and UT 2 drain into
Beaverdam Swamp and UT3 discharges directly into the Cape Fear River UT 1 has a drainage
area of 602 acres (0 94 nU2), UT2 has a drainage area of 147 acres (0 23 nu2), and UT3 has a
drainage area of 262 acres (0 41 miZ) Surrounding land use consists of existing forest, open
pasture, and agricultural fields On -site topography, soils, and existing wetland areas demonstrate
that the site historically supported riverme wetlands A conservation easement protects the
restoration and preservation areas (Figure 3)
The pre - restoration altered conditions of the stream and the riparian buffer reduced water quality
and impaired habitat Livestock access resulted in the direct input of nutrients and biochemical
oxygen demand (BOD) into the stream and wetlands Hoof -shear created bank instability
resulting in heavy sedimentation Water quality was also diminished due to raised turbidity from
bank erosion and elevated water temperatures caused by the lack of tree shading Habitat was
reduced by the diminished water quality and loss of physical habitat such as bed features, woody
debris, and a well developed vegetative community Migrating head -cuts had incised the channels
and drained wetlands There are two wetland restoration areas (WR) associated with UT3 and
three wetland enhancement areas (WE) associated with UT
2.2 PROJECT PURPOSE
The objective of this project is to provide 10,200 stream mitigation units (SMU) and 9 wetland
mitigation units (WMU) to the North Carolina Ecosystem Enhancement Program (EEP) through
the full delivery process in the Cape Fear River Basin 03030004110020 hydrologic unit, and to
improve riparian and aquatic habitats and water quality through ecological restoration practices
Stream mitigation was provided through restoration and enhancement on three stream systems
that are tributaries to Beaverdam Swamp Riverine wetland mitigation was provided through
enhancement and restoration The site was identified and developed by Environmental Banc and
Exchange, LLC (EBX) through the EEP full delivery mitigation process
Monitoring of the Beaverdam Swamp Mitigation Site is required to demonstrate successful
mitigation based on criteria in the Restoration Plan and through a comparison to reference site
conditions The success criteria components adhere to EEP and USACE guidelines Hydrology,
vegetation, and stream monitoring are conducted on an annual basis This Annual Monitoring
Report details the results of the monitoring efforts for 2011 (Year 4) at the Beaverdam Swamp
Mitigation Site
2 January 2012

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Figure 1.
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1 .
Project Vicinity Map
:'
0 0.5 1 2
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Figure 2.
Beaverdam Creek Mitigation Site
USGS Map
SOURCE: USGS, 0 1,000 2,000 4,000
Erwin, NC Quadrangle, 1973 Feet

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
The Beaverdam Swamp Mitigation Report (May 2008) documented 10,114 linear feet of stream
restoration, 292 linear feet of stream enhancement Level II, 9 90 acres of wetland restoration, and
2 04 acres of wetland enhancement, resulting in 10,231 SMUs and 10 9 WMUs for the project
(Table 1) The raised streambed elevation will provide the hydrology for restoring the wetlands
The wetland and stream restoration will provide multiple ecological and water quality benefits
within the Cape Fear River Basin Benefits include nutrient removal, sediment and BOD
reduction, water storage, improved groundwater recharge, improved in- stream and riparian
habitat, and restored wetland habitat
Table 1 Project Mitigation Structure and Objectives
Reach Name
As -Built
Length
feet
wetland
(acres)
VVMU
SMU
Restoration
Approach
UT 1 -A/B /C
3,403
May 2008
As -Built Report Submitted
3,403
Restoration
UT1 -D
829
October 2010
3rd Annual Monitoring Report
829
Restoration
UT1 -E Valle
556
556
Restoration
UT1 -F
583
583
Restoration
UT2
1,264
1,264
Restoration
UT3 -A/B
3,479
3,479
Restoration
UT3 -C
292
117
Enhancement
WR -A
370
370
Restoration
WR -B
620
620
Restoration
WE -A
080
040
Enhancement
WE -B
070
035
Enhancement
WE -C
014
007
Enhancement
WE -D
040
020
Enhancement
Total
10,406
11.94
10.92
10,231
2.3 PROJECT HISTORY & SCHEDULE
The project was constructed in the fall and winter of 2007/2008, and the five year monitoring is
expected to be completed in the fall of 2012 (Table 2) Table 3 lists the project contacts
Table 2 Project Achvity and Reporting History
Month
Activity
February 2008
Construction Completed
February 2008
Planting Completed
February 2008
Post Construction Monitoring Gauges Installed
May 2008
As -Built Report Submitted
November 2008
1 st Annual Monitoring Report
November 2009
2nd Annual Monitoring Report
October 2010
3rd Annual Monitoring Report
November 2011
4th Annual Monitoring Report
November 2012
5th Annual Monitoring Report Scheduled
January 2012

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
Table 3. Project Contacts
Contact
Firm Information
Project Manager
Environmental Banc & Exchange, LLC
Norton Webster
919 608 -9688
Designer
Kimley -Horn and Associates
Todd St John, PE
919 653 -2950
Monitoring Contractor
WK Dickson and Co , Inc
Daniel Ingram
919 782 -0495
3.0 HYDROLOGY
3.1 HYDROLOGIC SUCCESS CRITERIA
As stated in the Restoration Plan, the hydrology success criterion for the site is to restore wetland
hydrology at the site so that water table will remain within 12 inches of the soil surface
continuously for at least 10 percent of the growing season (approximately 24 days) The growing
season is from March 16 to November 11 Based on daily minimum temperatures greater than 28
degrees Fahrenheit occurring in 5 of 10 years, the growing season for Harnett County is 240 days
long Gauge data will be compared to gauge data from a reference wetland in growing seasons
with less than normal rainfall In periods of low rainfall, if a restoration gauge hydropenod
exceeds the reference gauge hydropenods, and both exceed five percent of the growing season,
then the gauge will be deemed successful The results of hydrology monitoring across the wetland
restoration site are presented in this annual monitoring report
Additional potential wetland enhancement acreage was identified outside of the proposed wetland
restoration and enhancement acreage shown in the Restoration Plan These are in the forested
section of UT1A, UT1C, and UT2 These areas have appropriate bottomland hardwood species,
however, because of the channelization of the streams, these areas lacked hydrology pnor to
restoration Three monitoring gauges have been established in these locations to verify if wetland
hydrology is restored in this acreage
3.2 DESCRIPTION OF HYDROLOGY MONITORING EFFORTS
Eight automated HOBO groundwater gauges, one tipping bucket rain gauge, and one funnel rain
gauge were installed prior to the beginning of the first growing season (Figure 3) Three
additional automated groundwater gauges were installed in a reference wetland Groundwater
gauges are installed to a minimum depth of 40 inches below the ground surface The monitoring
protocol for the site specifies that automated monitoring stations will be downloaded and checked
for malfunctions on a monthly basis During monthly site visits, manual groundwater gauges are
read, crest gauge readings are taken, and cumulative rainfall totals are collected from the on -site
rain gauges During the 2011 growing season, all eight automated loggers performed well with no
periods of missing data
Automated Gauges
HOBO automatic groundwater gauges record water table elevations four times daily at 06 00,
12 00, 18 00, and 24 00 These automatic gauges employ pressure sensors that record water
elevation above the bottom of the sensor (with atmospheric pressure compensation) The
calibration water table depth is recorded at monthly downloads To determine wetland
hydropenods, the automatically recorded data are compared to the calibration data to determine a
standard correction factor between the calibration gauge and the automatic gauge for each
6 January 2012

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Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
location The standard correction factor is applied to correct daily readings The corrected daily
readings are used to determine wetland hydropenods
Data Interpretation
Wetland hydroperiods are calculated for four daily water table depth elevations A hydropenod is
calculated if the water table is equal to or less than 12 inches below ground surface for at least 24
hours If a gauge falls below -12 inches for four consecutive readings (24 hours) then the
hydropenod ends at the last reading within 12 inches of the ground surface If a gauge falls below
-12 inches for only three readings then maintains a reading above -12 inches for a minimum of
January 2012

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Feet
0 100 200 400
1 inch = 200 feet
Figure 3a
Beaverdam
2011 Monitoring Site Map
N
W E
S
RVDICKSON
WATERSHED SCIENCES

0 100 200
1 inch = 200 feet
m Feet
400
Figure 3b
Beaverdam
2011 Monitoring Site Map
Q,
rWK I KSON
WATERSHED SCIENCES

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
24 hours, the hydropenod is calculated continuously This methodology accounts for minor
technical malfunctions experienced by the automatic gauges
33 RESULTS OF HYDROLOGY MONITORING
The following hydropenod statistics were calculated for each monitoring station during the
growing season 1) period of most consecutive days and percent of growing season that the water
table was within twelve inches of the surface, 2) cumulative number of days and percent of
growing season that the water table was within twelve inches of the soil surface, and 3) number
of times that the water table rose to within twelve inches of the soil surface (Table 4) Raw
hydrograph data collected from the monitoring gauges are provided in Appendix C
Table 4 Hydrologic Monitoring Results
2011 Max H dro eriod (Growing Season 16-Mar through 11 -Nov, 240 days)
Gauge
Consecutive
Cumulative
Occurrences
Days
Percent of
growing
Season
Days
Percent of
growing
Season
Restoration/Enhancement
Area
AW 1
34
14
42
18
3
AW2
9
4
18
8
6
AW5
19
8
40
17
4
AW6
13
5
23
10
6
AW7
1 18
1 8
1 32
1 13
6
Gauges Outside
Restoration/Enhancement Area
AW3*
1
0
2
1
2
AW4*
0
0
0
0
0
AW8*
10
4
14
6
4
Reference Gauges
REFAW 1
48
20
48
20
1
REFAW2
19
8
36
15
6
REFAW3
20
8
40
17
5
* Gauge is not located in restoration area
•
•
•
•
10 January 2012
The site was designed to re- integrate the streams with the drained wetlands, restoring stream and
wetland habitat features, and re- establishing a native, forested hardwood wetland ecosystem
Hydrology in the riparian areas is driven primarily by high groundwater and overbank flooding
One monitoring gauge (AW 1) had a hydropenod greater than 10 percent of the growing season in
•
Year 4 Gauges AW5 and AW7 both had hydropenods of eight percent Gauge AW2 recorded a
4W
hydropenod less than 5 percent This gauge is located relatively close to the channel and
groundwater may be influenced by its proximity to the channel Rainfall immediately prior to and
•
during the early growing season was below normal limits This resulted in diminished wetland
40
hydroperods Two of three reference gauges also recorded hydropenods less than the success
criterion Table 5 lists the minimum depth at which the under performing gauges achieved a 10
40
percent hydropenod
•
•
•
•
•
•
•
•
10 January 2012

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
Table 7. Comparison of Normal Rainfall to 2011 Observed Rainfall
Month ,
A e
Normal Limits
Dunn
Precipitation
On -Site
Manual R
On -Site
to ' ,=
nt
70 Percent
January
4.12
3.00
5.18
0.66
- --
0.59
February
3.59
2.36
4.27
1.73
- --
1.42
March
4.71
3.42
5.78
2.54
2.05
1.93
April
3.25
1.99
4.34
2.13
4.17
3.25
May
3.82
2.37
4.75
2.99
2.45
0.03
June
4.50
2.56
5.22
6.31
---
2.99
July
5.64
3.42
6.89
1.70
---
1.28
August
4.86
3.17
6.02
4.74
- --
2.50
Se tember
4.50
2.24
5.56
2.19
- --
4.72
October
3.16
1.89
4.26
2.53
10.47
5.56
November
3.08
2.07
4.01
2.42
3.16
1.89
December
3.57
2.18
4.35
0.80
November
3.08
Total
48.80
42.45
51.56
30.74
19.14
3.97
"On -Site Automatic Kam Gauge malfunctioned between 24 March and 25 May, 27 May and I October
Longer -term rainfall patterns show the rainfall has been below normal limits most of the last three
years, most importantly prior to the growing season (Table 8).
Table 8. Observed Rainfall Summary
Month
Average
Normal Limits` -
nn Preci ita 11 L 1_111
30 Percent
70 Percent
2008
2009
2010
2011
January
4.12
3.00
5.18
1.65
1.48
3.02
0.66
February
3.59
2.36
4.27
3.29
1.83
2.56
1.73
March
4.71
3.42
5.78
3.69
3.84
1.96
2.54
April
3.25
1.99
4.34
8.88
0.56
0.63
2.13
May
3.82
2.37
4.75
2.86
2.17
2.75
2.99
June
4.50
2.56
5.22
2.69
0.43
1.28
6.31
July
5.64
3.42
6.89
4.31
2.50
2.71
1.70
August
4.86
3.17
6.02
4.72
2.65
1.38
4.74
September
4.50
2.24
5.56
5.01
1.84
0.36
2.19
October
3.16
1.89
4.26
1.43
1.83
0.55
2.53
November
3.08
2.07
4.01
2.18
0.90
0.82
2.42
December
3.57
2.18
4.35
2.04
3.95
1.25
0.80
Average
Total
- --
42.45
51.56
---
I ---
I - --
I - --
48.80
- --
- --
42.75
23.98
19.27
30.74
Below 30 pe e`en
He
Below monthly average
•
•
•
•
•
•
•
•
•
•
•
•
•
•
I January 2012 •
40

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
Figure 5. 2011 Precipitation for Beaverdam Swamp Site
1 2011 Precipitation for Beaverdam Swamp Site
lz
10
t
J F M A M J J A S O
Mond s
�Duao Daily Rainfall ....... 30th/70th Percentile - 0 On -site Manual Rainpulp
a Do= Monthly Rainfall 0 On -Site Automatic Ramgauge
3.4 HYDROLOGIC CONCLUSIONS
Data collected from the groundwater monitoring gauges on the Beaverdam Mitigation Site in
2011 indicate that one of the five restoration area hydrology monitoring stations recorded
hydroperiods of at least 10 percent of the growing season and meet the hydrologic success
criterion for 2011. BDAW5 and BDAW7 recorded hydroperiods of 8 percent of the growing
season. Two gauges (BDAW2 and BDAW6) experienced hydroperiods of less than or equal to 5
percent, but achieved a 10 percent hydroperiod at a depth of no greater than 32.73 inches below
the soil surface. BDRAWI was the only reference gauge to experience a hydroperiod above 10
percent of the growing season. The remaining two reference gauges (BDRAW2 and BDRAW3)
had hydroperiods of 8 percent of the growing season. The groundwater elevation at BDRAW2
may be affected by its relatively close location to the channel. Gauges BDAW3, BDAW4, and
BDAW8 are located in areas of potential additional wetland restoration. These gauges failed to
demonstrate wetland hydrology during 2011.
Dunn weather station rainfall data indicates that the 2011 growing season rainfall amounts were
below normal for most of the growing season, except for May, June, August, October, and
November when rainfall levels were within the normal range or slightly above. Rainfall trends for
2009 through 2011 are below normal or below average amount for most months.
16 January 2012
N
D
�Duao Daily Rainfall ....... 30th/70th Percentile - 0 On -site Manual Rainpulp
a Do= Monthly Rainfall 0 On -Site Automatic Ramgauge
3.4 HYDROLOGIC CONCLUSIONS
Data collected from the groundwater monitoring gauges on the Beaverdam Mitigation Site in
2011 indicate that one of the five restoration area hydrology monitoring stations recorded
hydroperiods of at least 10 percent of the growing season and meet the hydrologic success
criterion for 2011. BDAW5 and BDAW7 recorded hydroperiods of 8 percent of the growing
season. Two gauges (BDAW2 and BDAW6) experienced hydroperiods of less than or equal to 5
percent, but achieved a 10 percent hydroperiod at a depth of no greater than 32.73 inches below
the soil surface. BDRAWI was the only reference gauge to experience a hydroperiod above 10
percent of the growing season. The remaining two reference gauges (BDRAW2 and BDRAW3)
had hydroperiods of 8 percent of the growing season. The groundwater elevation at BDRAW2
may be affected by its relatively close location to the channel. Gauges BDAW3, BDAW4, and
BDAW8 are located in areas of potential additional wetland restoration. These gauges failed to
demonstrate wetland hydrology during 2011.
Dunn weather station rainfall data indicates that the 2011 growing season rainfall amounts were
below normal for most of the growing season, except for May, June, August, October, and
November when rainfall levels were within the normal range or slightly above. Rainfall trends for
2009 through 2011 are below normal or below average amount for most months.
16 January 2012

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
4.0 VEGETATION
41 VEGETATION SUCCESS CRITERIA
Successful establishment of vegetation in wetland restoration and riparian areas will be the
survival of 260- planted stems following Year 5 monitoring The site must also meet the interim
success criterion of the survival of at least 320 planted stems per acre at the end of the Year 3
monitoring penod Up to 20 percent of the species composition may be comprised of volunteers
Remedial action may be required should volunteers present a problem or exceed 20 percent
composition
A digital image photo log will be used to subjectively evaluate the restoration site over time A
senes of images over the five -year monitoring period should demonstrate maturation of planted
vegetation and volunteer hydrophytic species
4.2 DESCRIPTION OF SPECIES AND VEGETATION MONITORING
Fourteen vegetation sampling plots were established within the planted restoration areas to
monitor the success of planted vegetation The vegetation plots are 0 05 acres in size The
vegetation plots are distributed across the site, but the precise location and onentation of the plots
was random (see locations on as -built drawings in Appendix A) The plots cover approximately
two percent of the planted area Twelve tree species were planted on the site (Table 9)
Table 9. Planted Tree Species
Common Name
Scientific Name
FAC Status
River Birch
Betula nigra
FACW
Pignut Hickory
Carya glabra
FACU
Green Ash
Fraxinus pennsylvanica
FACW
Black Walnut
Juglans ragra
FACU
Tulip Poplar
Liquidambar styraciva
FAC+
Swamp Tupelo
Nyssa biflora
OBL
Overcup Oak
Quercus lyrata
OBL
Swamp Chestnut Oak
Quercus nuchauxii
FACW-
Coastal Willow Oak
Quercus phellos
FACW-
Northern Red Oak
Quercus rubra
FACU
Bald Cypress
Taxodium distichum
OBL
Slippery Elm
Ulmus rubra
FAC
Planted stems inside each plot were flagged with orange or pink flagging to help in locating them
in the future Each stem is tagged with a sequentially numbered aluminum tag
4.3 RESULTS OF VEGETATION MONITORING
Stem counts for each of the 14 vegetation- momtonng plots were recorded by species (Table 10).
Most of the planted stems appeared healthy and have recent growth During Year 1 (2008), a
number of the plots were located in areas where livestock accidentally accessed the restoration
area and damaged many stems The access points have since been secured The damage increased
mortality in a number of the plots Because of mortality during the first year, areas of the site
were supplemented with additional trees
17 January 2012

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
The planted stems in the monitoring range in height from 1 foot to greater than 10 feet with few
over 10 feet The average height appears to be around 5 feet Most planted trees show reasonably
good growth Plot survival ranged from 240 to 720 stems per acre with an average of 464 stems
per acre (Table 11) Some of the numbered tags have been lost or damaged over the last four
years This may be due to tags being swept over small stems during early flooding shortly after
planting or small animal theft
Table 10. Results of 2011 Vegetation Monitoring by Plot
Species
VP
1
VP
2
VP
3
VP
4
VP
5
VP
6
VP
7
VP
8
VP
9
VP
10
VP
11
VP
12
VP
13
VP
14
Black gum
3
11
3
2
1
4
640
2
1
13
4
6
3
37
Black walnut
600
340
420
380
380
4
41
26
640
340
520
540
520
Cypress
5
3
3
4
260
500
380
240
2
11
1
1
660
360
Green ash
15
6
3
3
3
4
5
2
600
480
1
7
8
33
Hickory
660
560
1
480
1
9
1
2
400
2
4
340
320
Northern red oak
10
32
32
460
420
600
5
640
11
38
18
9
15
Overcup oak
3
5
5
6
4
24
8
4
2
7
4
13
3
Paw Paw
1 680
500
540
500
480
14
33
1
1 660
1 480
480
620
720
River birch
3
2
9
3
8
2
5
1
3
Slippery elm
2
1
13
11
Swamp chestnut oak
2
3
3
6
Tulip poplar
1
2
2
1
Unknown
1
1
2
Willow oak
1
2
5
4
2
1
2
1
Table 11 Summary of Vegetation Monitoring Results —Year 4
Plot
Number
Stems
Planted
2011
Stems
Stems per Acre
As -Built
2008
Year 1
2009
Year 2
2010
Year 3
2011
Year 4
2012
Year 5
1
35
26
620
360
540
480
520
2
40
29
640
420
580
500
580
3
37
19
600
340
420
380
380
4
41
26
640
340
520
540
520
5
41
12
620
260
500
380
240
6
35
21
660
360
380
360
420
7
43
24
620
360
600
480
480
8
33
18
660
560
540
480
360
9
26
16
400
340
340
340
320
10
32
32
460
420
600
600
640
11
38
18
760
480
440
400
360
12
35
24
700
640
640
560
480
13
34
27
1 680
500
540
500
480
14
33
36
1 660
1 480
480
620
720
2011 Average Stems per Acre 464
2011 Range of Stems per Acre 240 -720
A few plots have planted trees that exhibit smaller height This may be due to competition from
Eastern bacchans (Baccharis halim folia) (VP 5), past herbicide treatment (VP 8 and VP 9), or
18 January 2012

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
locally dry conditions (VP 3, VP 8, VP 11, VP 13, and VP 14) Plot 5 has fallen below the 5 -year
success criteria of 260 stems per acre, likely due to competition It is recommended that remedial
action to control competition from eastern bacchans be initiated in the area surrounding this plot
to release planted stems A plan view drawing of the vegetation plots is provided in Figures 6a
and 6b The drawing includes the appropriate information pertaining to vegetation monitoring of
the project The herbaceous vegetation coverage at the site averages over 90 percent with most
plots over 95 percent Due to the existing forest cover around Plots 7, Plot 8, and Plot 9, these
plots exhibit the least dense herbaceous coverage with a few small areas having limited
herbaceous cover Coverage of eastern bacchans is high surrounding Plot 5 and has limited
herbaceous coverage A number of plots have become dominated by one or two species Figure 6
also shows the locations of the following features
• Vegetation monitoring plots
• Locations of any vegetation problem areas
• Symbology to represent vegetative problem types (if appropriate)
In most plots, the herbaceous vegetation shows vigorous growth and diversity The herbaceous
cover is typically dense across most of the site and a few weeds typical of pasture and disturbed
land are still present The most common herbaceous species across the site (occurrence in at least
50 percent of the plots) are common rush (Juncus effusus), tall fescue (Schedonorus phoenix),
sawtooth blackberry (Rubus argutus), and Canada goldenrod (Solidago canadensis) Other
species found across the site are beaked panic grass (Panicum anceps), deertongue
(Dichanthelium clandestinum), dog fennel (Eupatorlum capillefolium), and swamp sunflower
(Helianthus angustifolius) Overall diversity appears to be unchanged from the previous
monitoring period, but weedy species have decreased in dominance The herbaceous coverage
across the mitigation site is variable in composition, as would be expected in a natural riparian
system
Woody volunteer species are also monitored throughout the five -year monitoring period
(Table 12). These volunteer species are not always obvious due to germination after construction
and planting Vigor and survival due to the earlier drought as well as proximity to seed sources
have affected the volunteer species In some areas, dense herbaceous cover also obscures smaller
volunteer individuals Twenty different species were observed within the monitoring plots as
volunteers Plot 5 has a dense coverage of the woody shrub Eastern bacchans Diversity in the
remaining plots is still good Remedial action to control areas where woody volunteers dominate
is recommended No other remedial action is recommended at this time
19 January 2012

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
Table 12. Volunteer Tree Species
Common Name
Scientific Name
Indicator Status
Red Maple
Acer rubrum
FAC
Eastern Bacchans
Baccharis hahmi olia
FAC
River Birch
Betula ni ra
FACW
American Hornbeam
Ca anus carohniana
FAC
Common Buttonbush
Ce halanthus occidentalis
OBL
Persimmon
Diospyros vir iniana
FAC
Green Ash
Fraxinus pennsylvanica
FACW
Chinese Privet
Li strum sinense
FAC
Sweet gum
Li uidambar styraciflua
FAC+
Tuli tree
Liriodendron tuli i era
FAC
Black um
N ssa s lvatica
FAC
Loblolly Pine
Pinus taeda
FAC
American Sycamore
Platanus occidentaks
FACW-
Southern Red Oak
Quercusfalcala
FACU-
Willow Oak
Quercus phellos
FACW-
Northern Red Oak
Quercus rubra
FACU
Winged Sumac
Rhus co allinum
NI
Black Willow
Salix ni ra
OBL
American Black Elderberry
Sambucus ni ra
FACW-
Winged Elm
I Ulmus alata
FACU+
44 VEGETATION OBSERVATIONS & CONCLUSIONS
In general, the live stems were healthy and most exhibited new growth In the past, a number of
incidents where cattle entered the planted easement area were recorded This has been corrected
and the site appears to have recovered with healthy vegetative growth across the site Because of
low survival in the initial planting, areas with low survival were replanted during the
winter /spring of 2009 The replanted trees appear healthy with new growth Some plots are
experiencing slower growth than was anticipated due to competition from eastern bacchans and
dry conditions All plots have met the intenm success criteria of 320 stems per acres after three
years, as documented by this report One plot has experienced mortality due to competition and
has fallen below the 5 -year success criteria of 260 stems per acres For the 2011 monitoring year,
the average number of stems per acre on site is 464 and plots range from 240 to 720 stems per
acre Remedial action to control competition is recommended for the area around Plot 5 No
additional remedial actions are recommended
Herbaceous vegetation is healthy and locally dense The plots in the enhancement areas exhibit
less herbaceous density due to the forest canopy Both hydrophytic and non- hydrophytic
herbaceous vegetation is found across the site The most common herbaceous species across the
site (occurrence in at least 50 percent of the plots) are common rush, tall fescue, sawtooth
blackberry, and Canada goldenrod
5.0 STREAM MONITORING
5.1 STREAM SUCCESS CRITERIA
As stated in the approved Mitigation Plan, the stream restoration success criteria for the site
includes the following
20 January 2012

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
• Bankfull Events Two bankfull flow events must be documented within the five -year
monitoring period
• Cross - Sections There should be little change in as -built cross sections Cross sections
shall be classified using the Rosgen stream classification method and all monitored cross -
sections should fall within the quantitative parameters defined for "E" or "C" type
channels
• Longitudinal Profiles The longitudinal profiles should show that the bedform features
are remaining stable, e g they are not aggrading or degrading Bedforms observed should
be consistent with those observed in "E" and "C" type channels
• Photo Reference Stations Photographs will be used to subjectively evaluate channel
aggradation or degradation, bank erosion, success of riparian vegetation and effectiveness
of erosion control measures
• Benthic Macromvertebrates Sampling of benthic macroinvertebrates within the restored
stream channel shall be conducted for the first three years of post - restoration monitoring
52 STREAM MORPHOLOGY MONITORING PLAN
The stream monitoring program will be implemented to document system development and
progress toward achieving the success criteria The monitoring program will be undertaken for 5
years or until the final success criteria are achieved, whichever is longer
5.2.1 Cross Sections
Two permanent cross sections will be installed per 1,000 linear feet of stream restoration work,
with one located at a riffle and one located at a pool Each cross section will be marked on both
banks with permanent pins to establish the exact transect used A common benchmark will be
used for cross sections to facilitate easy comparison of year -to -year data The annual cross -
section survey will include points measured at all breaks in slope, including top of bank, bankfull,
inner berm, edge of water, and thalweg, if the features are present Riffle cross sections will be
classified using the Rosgen stream classification system
5.2 2 Longitudinal Profile
A longitudinal profile will be measured annually throughout the five -year monitoring period The
profile will be measured along a representative length of restored channel Measurements will
include thalweg, water surface, bankfull, and top of low bank Each of these measurements will
be taken at the head of each feature, for example, shallow, pool, and the max pool depth The
survey will be tied to a permanent benchmark
5 2 3 Hydrology
The occurrence of bankfull events within the monitoring period will be documented by the use of
a crest gauge and photographs The two crest gauges will record the highest watermark between
site visits, and the gauge will be checked monthly to document high flows Digital images will be
used to document the occurrence of debris lines and sediment deposition on the floodplain during
monitoring site visits
5.2 4 Photo Reference Stations
Photographs will be used to subjectively evaluate channel aggradation or degradation, bank
erosion, success of riparian vegetation and effectiveness of erosion control measures
21 January 2012

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
5.3 STREAM MORPHOLOGY MONITORING RESULTS
5 3 1 Cross Sections
The cross sections were surveyed during the monitoring set -up, Year 1, Year 2, Year 3, and in
August 2011 for Year 4 The baseline data has been compared with the Year 1 -3 monitoring data
in Appendix B Compared to the documented baseline data, the Year 4 channel cross sections
showed that overall stream dimensions remained stable throughout the growing season Very
little change is noticed through Year 4 Monitoring on most cross sections Cross Sections 6, 7
and 13 show a slight amount of aggradation but present no threat to channel stability
5 3 2 Longitudinal Profile
A longitudinal profile survey was conducted along six separate reaches of the restoration project,
totaling approximately 3,455 linear feet Survey was conducted in reach UT1 -B Upper from STA
112 +72 to STA 119 +20, to reach UT 1 -C from STA 107+00 to STA 112 +72, in reach UT 1 -D
from STA 154 +00 to STA 158 +30, in reach UT1 -F from STA 182 +80 to STA 185 +80, in UT3 -A
from STA 239 +00 to STA 335+00, and in reach UT3 -B from STA 307+00 to STA 315 +20 The
longitudinal profile information documents the elevations and locations of known streambed
features and in -stream grade control structures according to the As -Built survey plans, as shown
in Appendix A The profile and cross sections show that there has been very little adjustment to
stream dimension since construction Table 13 summarizes stream areas requiring observation
Figure 6 shows the locations of the stream areas that require observation
Table 13 Stream Observation Areas
SOA
Feature
STA
Description
Left/Right
UT1 -A
Sparse vegetation on left and right banks,
SOA1
Banks
153+00-
Re -seed with a permanent seed, will
153 +30
continue to monitor
Right Bank
UT 1 -B
Easement fencing is loose at stream
SOA2
Fencing
118 +90
crossing allowing potential cattle access,
Repair and reinforcement is recommended
Left/Right
UT3 304 +30 -
Sparse vegetation on left and right banks,
SOA3
Banks
304 +50
Re -seed with a permanent seed, will
continue to monitor
UT3 329 +50 -
Sparse vegetation on left bank, Re -seed
SOA4
Left Bank
329 +80
with a permanent seed, will continue to
monitor
UT3 335 +10 -
Localized erosion on right bank, Re -seed
SOA5
Right Bank
335 +40
with a permanent seed, will continue to
monitor
5 3 3 Hydrology
During 2011, three crest gauges were monitored to determine if there were any out -of -bank
events in the Beaverdam stream channel (Table 14) All three crest gauges recorded bankfull
events between February and October CG 1 (UT 1 -A) had two bankfull events in the months of
April and October CG2 (UT2) recorded only one event in April, however, CG3 (UT3 -A) had
three bankf ill events in 2011 The largest stream flow documented for Year 4 by the onsite crest
gauges was a flow that occurred during April by CG2 at a height of 1 10 feet CG3 also had a
1 10 feet bankfull event recording during the February site visit Due to drought conditions in
early 2011 most restored reaches lacked flow for a portion of the monitoring period
22 January 2012

E
Feet Figure 6a
100 200 400 Beaverdam Mitigation Project
1 inch = 200 feet 2011 Stream Current Conditions Map
WD
ICKSON
WATERSHED SCIENCES

11
Feet Figure 6b
100 200 400 Beaverdam Mitigation Project
1 inch = 200 feet 2011 Stream Current Conditions Map
WD
ICKSON
WATERSHED SCIENCES

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
Table 14. Crest Gauge Data
Month Recorded
CG1
CG2
CG3
January
- --
- --
--
February
- --
--
110
March
--
- --
75
April
050
1 110
060
May-
--
- --
--
June
- --
- --
- --
Jul-
--
- --
- --
August
- --
- --
- --
September
--
- --
- --
October
030
- --
075
November
--
---
- --
December
--
--
--
5.5 STREAM CONCLUSIONS
In- stream structures installed within the channel include cross vanes, log vanes, rock vanes, log
weirs, and step -pools Visual observations of structures throughout the 2011 growing season
indicated that most structures are functioning as designed Two rock -A -vanes on UT2 are
experiencing slight piping around the header rocks These structures are stable however, they are
not functioning properly due to the header rocks being set too high On UT1 -B at station 118 +90
the easement fencing on the right bank of the crossing is loose permitting cattle access into the
easement Repair and reinforcement to the fencing is recommended Sparse vegetation along
both left and right banks of UT 1 -A from station 153 +00 to 153 +30 is present Also on UT3 there
are two areas of sparse vegetation from station 304 +30 to 304 +50 on the left and right banks, and
329 +50 to 329 +80 on the left bank From station 335 +10 to 335 +40 minor localized erosion
along the right bank is present It is recommended that these areas be reseeded with a permanent
seed No mayor areas of bank erosion or stability issues were observed The banks and structures
will be monitored to ensure that they remain stable Table 15 summarizes the morphologic
parameters, a more detailed morphologic parameters table is provided in Appendix E
Table 15 Summary of Morphologic Monitoring Parameter
Parameter
Bankfull
Xsec Area,
Abkf (sq ft
Avg
Bankfull
Width,
Wbkf ft
Bankfull
W/D Ratio
Bankfull
Mean
'Depth,
Dbkf ft
Bankfull
Max
Depth,
Dmax (ft)'
As -Built
96
76
61
13
1 9
Year
75
74
73
1
17
Reach UTI -A
Year 2
8
102
131
08
18
Year
85
91
98
09
19
Year
82
84
86
1
17
As -Built
58
99
169
06
1 1
Year
46
9
175
05
09
Reach UTl -B
Upper
Year 2
44
91
188
05
09
Year 3
45
112
28 1
04
09
Year
5
93
176
05
1
Reach UT1 -C
A,Bwlt
184
164
146
1 1
25
25 January 2012

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
Parameter
Bankfull
Xsec Area,
Abkf (sq R
Avg
Bankfull
Width,
Wbkf ft
Bankfull
W/D Ratio
Bankfull
Mean
Depth,
Dbkf ft
Bankfull
Max
Depth,
Dmax ft
Year 1
165
151
137
1 1
2 1
Year
95
101
125
09
16
Year
151
169
188
08
23
Year
155
168
183
09
2
As -Built
68
98
14
07
13
Year 1
9
118
154
08
15
Reach UT1 -D
Year 2
87
115
151
08
1 5
Year
83
124
184
07
14
Year
81
122
185
07
13
As -Built
54
9
15 1
06
12
Reach UTl -F
Year
48
92
174
05
1
Year 2
52
99
187
05
1
Year
48
89
165
05
1
Year
45
96
204
05
1
As -Built
95
105
116
09
1 7
Reach UT2
Year 1
91
104
119
09
1 6
Year 2
89
104
121
09
16
Year
92
107
124
09
17
Year
84
105
131
08
15
As -Built
181 1
50 1
139
36
68
Year 1
176
473
128
38
69
Reach UT3 -A
Year 2
47
82
143
06
1 3
Year
51
94
172
05
13
Year 4
4
84
1865
05
1
As -Built
149
241
398
06
14
Year 1
139
236
407
06
13
Reach UT3 -B
Upper
Year 2
34
78
187
04
08
Year 3
15
242
39
06
1 3
Year 4
11 5
187
3055
055
1 1
Note The data presented here are averages of the cross section data for each stream reach Variations in the
data are due to channel adjustment and changes in bankfull elevation
6.0 CONCLUSIONS AND RECOMMENDATIONS
One of the five hydrology monitoring stations within the restoration/enhancement area
recorded hydropenods of at least 10 percent of the growing season and met the
hydrologic success criterion for 2011 BDRAW 1 was the only reference gauge to
experience a hydropenod above 10 percent of the growing season BDAW5 and
BDAW7 recorded hydropenods of 8 percent of growing season Only BDRAW2 was
below 5 percent The groundwater elevation at BDRAW2 may be affected by its
26 January 2012

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
relatively close location to the channel Reference gauges 2 and 3 (BDRAW2 and
BDRAW3) had hydroperiods of 8 percent of the growing season
• Gauges BDAW 3, BDAW4, and BDAW8 are located in potential wetland restoration
areas and had hydropenods less than the success criterion
• Dunn weather station rainfall data indicates that the 2011 growing season rainfall
amounts were below normal for most of the growing season, except for May, June and
August when rainfall levels were within the normal range or slightly above
• Dunn weather station rainfall data indicates that 2010 and 2011 annual rainfall patterns
are below normal limits
• Vegetation monitoring efforts have documented the average number of stems per acre on
site to be 464 for the 2011 monitoring year, with the range of stem density being 240 to
720 stems per acre
• All plots met the interim success criteria of 320 stems per acres after three years Plot 5
has experienced mortality due to competition and has fallen below the 5 -year success
cntena of 260 stems per acres Remedial action to control competition is recommended
for the area around Plot 5 No additional remedial actions are recommended
• Data collected during monitoring Year 4 and observations of conditions at the site
indicate that the project continues to be successful The stream morphology is generally
stable Two rock cross -vane structures were stable, but not functioning as designed The
structures will not affect the site's ability to achieve the stream success cnteria It is
recommended that the easement fence on UT1 -B be fixed to keep cattle out of the
easement One area along UT1 -A from station 153 +00 to 153 +30 on both the left and
nght banks and three areas on UT3 from 304 +30 to 304 +50 left and right banks, 329 +50
to 329 +80 left bank, and 335 +10 to 335 +40 nght bank need to be reseeded with a
permanent seed It was concluded that the site continues to be on track to achieve the
stream success criteria specified in the Restoration Plan
• Vegetation, hydrologic, and stream monitoring will continue through 2012
27 January 2012

APPENDIX A
As -Built Survey

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Yff6 loot. =h- Mtn tA. oanoepto and ddms 0r�afRad f ��crao .m �ranmt ar f� d tit,fd,d and t� �. GRADING PLAN AND EBx NEUSE i LLc
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pp and dim, rar .htah it rra. prym.d F1m. or and I mime. m taR. doa.nmt Htlwut wrkrm PO BOX , 3068 — RALE30t1, NORTH CAROLINA 27698
outaaNZalcn and odopta,im by ianl.W —H«n and Anaia,n Y+n dw w M,rnue Ymm,y to ,arNq —HOm u,d AuaaFau., e,a PHONE- (918) 6772000 FAX (9�) 8772050 PROFILE • tt and naard drmrhq. rapr.emt the cautrucum plane .itn +m
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SPOIL AREA
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PREPARED IN THE OFFICE OF UJLN I
Kimley -Horn STATE OF NORTH CAROLINA
ECOSYSTEM tl C4
SYSTEM ENHANCEMENT PROGRAM •� ' ��''
and Associates Inc. TITLE as
®° � I. GRADING PLAN AND
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02/25/08 PROJECT
BEAVERDAM SWAMP
"K STREAM REAM AND WETLAND RESTORATION
RTL EBX NEUSE 1, LLC
TSJ
fi. r�ard drawing. epr t the conatrucllon Plant Wth aK�tQ
odJaahnenlrt mode to repr_t ca "cled mnditbns 01 2.010
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PROPOSED BANK FULL
<
ROCK CROSS VANE
PROPERTY LINE
10400
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— — — MAJOR CONTOURS
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—�—
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ROCK A —VANE
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\
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LOG CROSS VANE
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AREA
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PREPARED IN THE OFFICE OF UJLN I
Kimley -Horn STATE OF NORTH CAROLINA
ECOSYSTEM tl C4
SYSTEM ENHANCEMENT PROGRAM •� ' ��''
and Associates Inc. TITLE as
®° � I. GRADING PLAN AND
P iere NOS' ` 0LlN ") o PROFILE
�1pitT MUST
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CONTACT ONE -CALL CENTER
1- 800 -632 -4949
T 0 +e m' w
02/25/08 PROJECT
BEAVERDAM SWAMP
"K STREAM REAM AND WETLAND RESTORATION
RTL EBX NEUSE 1, LLC
TSJ
fi. r�ard drawing. epr t the conatrucllon Plant Wth aK�tQ
odJaahnenlrt mode to repr_t ca "cled mnditbns 01 2.010

AS D AS
4
mw... -• � 0 86 REQ D
+N cane
41 41
21 1 14
_ EXISTING �_3 0 — j
TYPICAL PLAN VIEW SCHEMATIC 1�,\ - - -- ` / 03 UT1—A RIFFLE
NOTES ``EXISTING STA 123 +82 TO 135+23
TYPICAL SECTMNS ARE PROVIDED TO GIVE THE GENERAL FLOODPLAIN 6 DITCH FLOODPLAIN
DIMENSIONS OF THE CHANNEL. FINAL GRADING WILL GIVE FLAT SLOPE BANKFULL FLAT SLOPE
THE CHANNEL A MORE NATURAL APPEARANCE AND ALLOW VARIES VARIES A$ 14 2 — AS
A SMOOTH TRANSITION FROM EXISTING CHANNEL TO
NEW CHANNEL UT1 —E VALLEY REQ D REO D
ALL POOLS SHALL BE OVERDUG 1 TO ACCOUNT FOR SEDIMENTATION
LEGEND 4 1
BANKFULL ELEVATION TO ACT AS VERTICAL CONTROL POINT POINT 4 1
SHOULD BE VERIFIED BY DESIGNER BEFORE EARTHWORK BEGINS
21
41 22
�11
AS 71 AS LM—A POOL
REQ D BANKFULL WIDTH REQ-0 STA 123 +82 TO 135+23
AS AS
REQ D 7 8 REQ D-1
31 31
0 8 BANKFULL
3 1 3 1 DEPTH
41 41
23
21 21 12
UT1 —D RIFFLE �_3 STA 150+00 TO 155+63 0 —.
AS 118 AS UT1 —C RIFFLE
REQ D~ BANKFULL WIDTH REQ D STA 100+00 TO 112 +63
�52
31 31
31 81 BANKFULL
>� 2 1 2 1 1 0 1 6 DEPTH AS 14 2 AS
REQ D REQ D-1 12
UT1 —D POOL 41 4 ,
STA 150+00 TO 155+63
21 22
41
10
UT1 —C POOL
STA 100+00 TO 112 +63
PREPARED IN THE OMCE OF CLIENT , ,,,
STATE OF NORTH CAROLINA z, to N:a' oz�R�oe PROECT SWAMP
Kimley -Horn ECOSYSTEM ENHANCEMENT PROGRAM ` JK STREAM AND WETLAND RESTORATION
3 7 K%4SED PEFI EROSION Cams REVIEW 08 23 07 JK TINS TITLE. RTL
RK� -m dM n __ and Associates Inc. , EBX NEUSE I, LLC
THa L -� �•• •�qnprwnt•d n� ••�t = e � �• ' TYPICAL CROSS SECTIONS ° ` a TSJ
yeanc N„sPase orM dr,t tar .won n eas pnpms6 Rouse of me hrmr roll n. on nd. aoain,mI .newt AtlYn PO Box 33088 — RAL aaK Nomli CAFXXJNA 2789 088 1 S1, ma reoora each a rAeoe NAB
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TYPICAL PLAN VIEW SCHEMATIC
N'S
NOTES
TYPICAL SECTIONS ARE PROVIDED TO GIVE THE GENERAL
DIMENSIONS OF THE CHANNEL FINAL GRADING WILL GIVE
THE CHANNEL A MORE NATURAL APPEARANCE AND ALLOW
A SMOOTH TRANSITION FROM EXISTING CHANNEL TO
NEW CHANNEL
ALL POOLS SHALL BE OVEROUG 1 TO ACCOUNT FOR SEDIMENTATION
LEGEND
BANKFULL ELEVATION TO ACT AS VERTICAL CONTROL POINT POINT
SHOULD BE VERIFIED BY DESIGNER BEFORE EARTHWORK BEGINS
AS 48
REQ D BANKFULL DEPTH
AS
REQ D—]
31
31
0 6 BANKFULL
3 1 31 DEPTH
12
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AS 86
REQ D BANKFULL WIDTH
AS
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31
31
31 I
81 BANKFULL
1 2
2 1 2 1 08
DEPTH
AS
REQ D
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3 1
7
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1
AS
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AS
REQ
3
1
boil
UT1 -13 UPPER RIFFLE
STA 112 +63 TO 118+91
159
2
0
61
21 21 12
12
UT1 —B UPPER POOL
STA V2+63 TO 118+91
181
BANKFULL WIDTH
—109—
w
i -3 1
UT1 —B LOWER RIFFLE
STA 119+01 TO 123 +22
_
206
BANKFULL WIDTH
81
AS
EQ D I
—3-1---- 2'3 BANKFULL
DEPTH
AS
31
121 BANKFULL
1 1 3 1 8 DEPTH
AS
24 BANKFULL
I DEPTH
21 21 10
8
12
UT1 —B LOWER POOL
STA 119+01 TO 123 +22
PREPAID IN THE OFFICE OF CLIENT r PROJECT
- Kimle Horn STATE OF NORTH CAROLNA �e CAR ` 02/25/03 BEAVERDAM SWAMP
s � �+ E:o9DtI ar+, R�EW oe 23 0� aK Tws - Y ECOSYSTEM ENHANCEMENT PROGRAM Rn STREAM AND WETLAND RESTORATION
and Associates Inc. nTL� sa, EBX NEUSE I, LLC
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aufhaAmtbn aW adoptatlm 6r KN..y- Ha..id A..xht.ti IrK .half be .Ithwt Yobllly to Khnl.y -Ham ona Auoelatm, Ine. C �� b The record drwYpe repraa11 the conewctlon plmie vkh ��
L Khn,. and Aamabtr..r 2008 PF101� (918) 877 -2000 FAX [phone] adpetmante mod. t. repreemt c.netructad co ditwre 012620010 21

TYPICAL PLAN VIEW SCHEMATIC
NTS
NOTES
TYPICAL SECTIONS ARE PROVIDED TO GIVE THE GENERAL
DIMENSIONS OF THE CHANNEL FINAL GRADING WILL GIVE
THE CHANNEL A MORE 'NATURAL APPEARANCE AND ALLOW
A SMOOTH TRANSITION FROM EASTING CHANNEL TO
NEW CHANNEL
ALL POOLS SHALL BE OVERDUC 1 TO ACCOUNT FOR SEDIMENTATION
LEGEND
BANKFULL ELEVATION TO ACT AS VERTICAL CONTROL POINT POINT
SHOULD BE VERIFIED BY DESIGNER BEFORE EARTHWORK BEGINS
_ AS AS _
REQ D 0 REQ D
41 41
21 21 10
_ AS
REQ D
4`
F�30 --I
UT2 RIFFLE
STA 200+00 TO 212 +6392
21
11 0
�-1 0
UT2 POOL
STA 200+00 TO 212 +62 94
31 2
AS _
EQ D
41
PRE MM D1 n¢ O"IM OF �� �����' - 02/25/08 PROJECT
Kimle Horn STATE OF NORTH CAROLINA �}� p e �K BEAVERDAM SWAMP
Ii1lISED PER FIt19(Itl comaW
66723767 JIK Tws n Associates, InC, n ECOSYSTEM ENHANCEMENT PROGRAM �•° s ` _ R� STREAM AND WETLAND RESTORATION
»` anmaa as our en �• and s8, EBX NEUSE I, LLC
1hle deaammt. �» � e�epraent.d h—In W m In .t ••� a htewd «� a• TYPICAL CROSS SECTIONS ° ` TSJ
•aeallle w�ae.e and NNnt far .hiM It eee pepored Reuee of aw relimm m this do—wt e,mal entrm PA BOX 33088 - RAL.EICIFI NOHI}i CAROLINA 27838 -3088 i qt The record ararinya represent the oonetructim Wane -IU roe w.me weeoe
outhartmetm one omPm�w ey fey-. mnd A —Sates exi r, `w u,a,L nyAtr m Imaq -H= ma Amemalota Ins p1.q► - (818) 977 -2000 FAX [phone] od etm•nt, made to r
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TYMAL PLAN VIEW SCI- E�AATIC
KTS
NOTES.
TYPICAL SECTIONS ARE PROVIDED TO GIVE THE GENERAL
DIMENSIONS OF THE CHANNEL FINAL GRADING WILL GIVE
THE CHANNEL A MORE NATURAL APPEARANCE AND ALLOW
A SMOOTH TRANSITION FROM EXISTING CHANNEL TO
NEW CHANNEL
ALL POOLS SHALL BE OVEROUG 1 TO ACCOUNT FOR SEDIMENTATION
LEGEND
BANKFULL ELEVATION TO ACT AS VERTICAL CONTROL POINT POINT
SHOULD BE VERIFIED BY DESIGNER BEFORE EARTHWORK BEGINS
17 6 MIN
_ AS VARIES VARIES AS
REQ D (2 0 MIN) 11 6 BANKFULL WIDTH (2 0 MIN) REQ D~
68 �{
31 I I 121 FAT 31
FLAT 12 1 0 9 BANKFULL
3 1 3 1 0 7 DEPTH
UT3 -13 LOWER RIFFLE
STA 315 +50 TO 319+72
VARIES
AS (1 0 MIN)
REQ D
31
FLAT
31
VARIES
(2 0 MIN)
153
BANKFULL WIDTH
AS
REQ D
i
17 6 MIN —
VARIES VARIES
_ AS (2 0 MIN) _128— (2 0 MIN) AS
REQ D BANKFULL WIDTH REQ D
80
31 � 81 201 31
20 1
g i BANKFULL
31 31 10 13 DEPTH
�2 0
1
UT3 -A RIFFLE
STA 320+41 TO 336 +27
' 17 6 MIN
VARIES
AS (1 0 MIN)
REQ D
31
FLAT
31
_153—
BANKFULL WIDTH
4 =i
I 61
11
21 21
�10
UT3 -A POOL
STA 320+41 TO 336 +27
_ AS 34 68 34 AS
REQ D MIN BANKFULL WIDTH MIN REQ D
3 1 FLAT 3 1
FLAT 3 1 0 7 BANKFULL
3 I DEPTH
UT3 -13 UPPER RIFFLE
STA 300+00 TO 315+50
FLA 3 1 AS 34 101 3 4 AS
4 REQ D MIN BANKFULL WIDTH MIN REQ D
VARIES
(2 0 MIN
AS
REQ D
AT 31
BA NKFULL
2 2
DEPTH
6 1 2 2 BANKFULL
DEPTH
1 1
21 2 3 46 1 1 FLAT 31
1 0 FLAT
3 1 BANKFULL
UT3 -13 LOWER POOL 21 2 1 0 9 14 DEPTH
STA 315+50 TO 319+72 10 4
UT3 -13 UPPER POOL
STA 300+00 TO 315 +50
PREPAREl1 IN THE 0MCE OF SENT 02/25/08 PROJECT
� Kimle Horn STATE OF NORTH CAROLINA �e eo�� BEAVERDAM SWAMP
t_ Y� ECOSYSTEM ENHANCEMENT PROGRAM "K STREAM AND WETLAND RESTORATION
rR RENSED PER ER0.4011 caNTROL RENEW oe 23 07 JIK I'm P� 5 eal� and Associates Inc. , RTL EBX NEUSE I, LLC
rpaLw ai•nt�rn U;w R��worb �r w ana irn�r.r'�nllanu ltnd douonu�i ilmeue .rlt PO BOX 33088 - RAL.Hmi NOFTTH G4FiDl.9rA 27838.3088 r' f� th• r.core drowmoa repr.eent ln• eon•truclwn plcne .atn aar n,me ' TYPICAL CROSS SECTIONS otlon : o••Ptotlm ey "M y-Hun Z A—d Inc wm w du'mW' l IIbIRy to Klmry -Hom aw Aw aee... Imo. PF{ON - (M) 677 -2000 FNG (8tB) 877 -2080 ae etrnmte maaa to r
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apresent cornttucted candRlonn 012620010 24
LEGEND
SURVEY LEGEND
PLANTING
LEGEND
PROPOSED BANK FULL
ROCK CROSS VANE
— PROPERTY LINE
ZONE 1
STREAM BANKS
tDi•o0
—1 q PROPOSED CREEK
LOG 50.1 —
--
— — MAJOR CONTOURS
- - - - -- MINOR CONTOURS
ZONE 2
O
RIPARIAN
NOTE
—�— PERMANENT CONSERVATION
ROCK A -VANE
— STREAM CENTERLINE
ZONE 3
00oo
UPLAND
UT1 -C DOWN TO STA 106+50 TO RECEIVE INVASIVE
REMOVAL TREATMENT AND SUPPLEMENTAL PLANTING
EASEMENT
ry-
LOG VANE
Y- y-yyYY TREELINE
ZONE 4
®
TO REMAIN
ONLY WITHIN THE FORESTED AREA FORESTED AREA
�= PERMANENT CONSERVATION
ROCK VANE (
ROCK
EXISTING WETLAND
NOT BE RIPPED
EASEMENT MATH LIVESTOCK
\
FENCING
LOG CROSS VANE
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9 , lit1I5ED PFx 1710941 ooNma Fttl£M OB 23 07 JIK TWS l ty! , Kimley -Horn n ECOSYSTEM ENHANCEMENT PROGRAM _ e RTL
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__ + Kimley -Horn ECOSYSTEM ENHANCEMENT PROGRAM �K STREAM AND WETLAND RESTORATION
5 1 REVISED PER EROSION CONTROL RENEW oB 23� of �.� � and Associates Inc. nTLE Rrl EBX NEUSE I, LLC
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PLANTING LEGEND
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LEGEND
SURVEY LEGEND
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LEGEND
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Kimley -Horn STATE OF NORTH CAROLINA ° °2i25iae BEAVERDAM SWAMP
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STATE OF NORTH CAROLINA a ate � , uwvr De BEAVERDAM SWAMP
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dowm.n ta,eR,c . Dt. concePte and d.aWn. t.d a..ln, �. on Inetrumetlt at �. I. Int.nd.d o"Y tar the PLANTING PLAN m, o +.t. ,o ,5,,
medfla papa.. and dlmt for rldd, N woe Pry Rangy ur and Fnoraov ello on thb Eoamml IntMwl wRtin PO BOX 3.'i�BB - R�41.13(iH I�IOHI1i CAROLINA 27838-:�OBB �I it The raeora drowfnge repneent ehe eonetrunion plane wlth ^0'00 ""�
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EL GEND
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JJ
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PROPERTY LINE
ZONE 1
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10+00 tO
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7 LAC SILL
— — MAJOR CONTOURS
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111
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STATE OF NORTH CAROLINA a ate � , uwvr De BEAVERDAM SWAMP
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I REVISED PER EROSION CONTROL RnWW OB 23 07 JIK TINS
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dowm.n ta,eR,c . Dt. concePte and d.aWn. t.d a..ln, �. on Inetrumetlt at �. I. Int.nd.d o"Y tar the PLANTING PLAN m, o +.t. ,o ,5,,
medfla papa.. and dlmt for rldd, N woe Pry Rangy ur and Fnoraov ello on thb Eoamml IntMwl wRtin PO BOX 3.'i�BB - R�41.13(iH I�IOHI1i CAROLINA 27838-:�OBB �I it The raeora drowfnge repneent ehe eonetrunion plane wlth ^0'00 ""�
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3`03 id Kimle Horn
STATE OF NORTH CAROLINA a ate � , uwvr De BEAVERDAM SWAMP
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dowm.n ta,eR,c . Dt. concePte and d.aWn. t.d a..ln, �. on Inetrumetlt at �. I. Int.nd.d o"Y tar the PLANTING PLAN m, o +.t. ,o ,5,,
medfla papa.. and dlmt for rldd, N woe Pry Rangy ur and Fnoraov ello on thb Eoamml IntMwl wRtin PO BOX 3.'i�BB - R�41.13(iH I�IOHI1i CAROLINA 27838-:�OBB �I it The raeora drowfnge repneent ehe eonetrunion plane wlth ^0'00 ""�
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EXISTING WETLAND
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PROPOSED BANK FULL
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NOTE
FORESTED AREA TO RECEIVE INVASIVE REMOVAL
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PREP,AED a, TAE aFr1cE OF STATE OF NORTH CAROLINAS "so o2/2s�oB �R�
_ Kimley -Horn �• BEAVERDAM SWAMP
f RLliSED PEA EROSa1 ar1TRa REVIEW ECOSYSTEM ENHANCEMENT PROGRAM • '`- aK STREAM AND WETLAND RESTORATION
OBgm07 and Associates Inc. TITLE ° ` Rn EBX NEUSE I, LLC
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docvrr�nt toWtlur Nth lM aanaepta aM Omi�la tod huWN m m h.jru nt of b m M. 0 ♦ �7,•:
rp.eYlo w•oa•• .na dl ne a Ara n .aa MTar.L r�,.a of ona tiprgw Wie w ttd, dawa.nt .rnae .rttrn PO E�OX 33088 - RAI..E I-I. kORTH C.4ROI..BdOt 27� -�88 ' PLANING PLAN O 11 l s`, O Th . r.card drortn°a r¢r.aant the canstn,ctlon Plana .Ith Lome I..�
eutharm.tlm and ed.ptellon by Irt,, Nom and A=.*IUq In . 01M b. Mth t IlaPlty to —and Aaaodatm be
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EBX NEUSE I, LLC
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!
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PREPARED M THE alflCE OF wrr I �� 02/25/08 PROJECT BEAVERDAM SWAMP
_ � Kimle Horn
STATE OF NORTH CAROLINA s ,. C4�
`�..N STREAM AND WETLAND RESTORATION
ECOSYSTEM ENHANCEMENT PROGRAM ° JlK
L;t..; t:� PM t7i08GN CONTROL RENEW oe 23 O� JIK TWS - RTL EBX NEUSE I LLC
m and Associates, Inc. „TLE - TSJ
mpna L tageNer NM t7t. cono.pte ant e.ent.d bere'n n m out—t of a ka u mt.Med aN fa Ut. �Po.. eee t re .exm n .ae or�o. r�.ne of as Yoro�e r.Da ee an ew eow. « t .tUwL .rstt~m PO BOX 33088 - RAI EIOFL NOHIH CAROL RrA 27838 -3088 1 LA N 4 t atlan and odoptatkn by IftNey -Nan and Anodntn, ine .holf ee .IMwt homy to KYnley -Nam mM Anocbtq Inc 4 The record Aro.ings repreeenl lha coneWeUm plants rRh
t Nan am Aeoabte. 200! PHOIB [phone] FAX [phone] odNetments mode to repreoatt —t—ted cmdltbne 012620010 33
LEGEND
SURVEY LEGEND
PLANTING LEGEND
PROPOSED BANK FULL
tar00
ROCK CROSS VANE
LOG SILL
— PROPERTY LINE
MAJOR CONTOURS
ZONE 1 STREAM BANKS
t \a+ MUST
tILITY "Yd`
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-- - - - - -- MINOR CONTOURS
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y
PERMANENT CONSERVATION
EASEMENT
ROCK A -VANE
777Y
- STREAM CENTERLINE
TREELINE
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O
9
PERMANENT CONSERVATION
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LOG VANE
l
E%ISTINC 11ETLAND
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W
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HBRORS YOU D"
CONTACT ON8 -CALL CENM
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FORESTED AREA SHALL NOT BE RIPPED
!
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PREPARED M THE alflCE OF wrr I �� 02/25/08 PROJECT BEAVERDAM SWAMP
_ � Kimle Horn
STATE OF NORTH CAROLINA s ,. C4�
`�..N STREAM AND WETLAND RESTORATION
ECOSYSTEM ENHANCEMENT PROGRAM ° JlK
L;t..; t:� PM t7i08GN CONTROL RENEW oe 23 O� JIK TWS - RTL EBX NEUSE I LLC
m and Associates, Inc. „TLE - TSJ
mpna L tageNer NM t7t. cono.pte ant e.ent.d bere'n n m out—t of a ka u mt.Med aN fa Ut. �Po.. eee t re .exm n .ae or�o. r�.ne of as Yoro�e r.Da ee an ew eow. « t .tUwL .rstt~m PO BOX 33088 - RAI EIOFL NOHIH CAROL RrA 27838 -3088 1 LA N 4 t atlan and odoptatkn by IftNey -Nan and Anodntn, ine .holf ee .IMwt homy to KYnley -Nam mM Anocbtq Inc 4 The record Aro.ings repreeenl lha coneWeUm plants rRh
t Nan am Aeoabte. 200! PHOIB [phone] FAX [phone] odNetments mode to repreoatt —t—ted cmdltbne 012620010 33

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EBPIMYOUDMI
CONTACT ONE -CALL CENTER
1-800 - 632-4949
0
0 t0 ]7 eo
PREPN1E0 IN THE arm OF CLIENT STATE OF NORTH CAROLJNA c' o a2�25�0e PROJECT
Kimle Horn �� BEAVERDAM SWAMP
'' I y� ECOSYSTEM ENHANCEMENT PROGRAM @ `' r �K STREAM AND WETLAND RESTORATION
° �R �°�«" COMM REVIEW 2S °' JIK Tws and Associates, Inc.
2008 TITLE EBX NEUSE I, LLC
b do mnt top�mw rlth fT� aanppb ma dWpnra Dr�ttr MnY� at mi bnWmmt of gNeq b Mlmaed mH fa tM I t @
.pane p6.= eea alma t> .nlae rt nea P�4a� N � � a+ aoa.,�.�t Mwwe .nuen PO BOX 33088 - RALBOFI, NORTH CAROLINA 27838 -3088 PLANTING PLAN ly bt Thl retora da+Inge rep.�aent D,a aansweBm pone .ntn +m �^
wtnenm K�°^d eaep� butler + • a waa t ooartY to .Y-x„n ae A„oaot.. n� PHONE [phone] FAXX (9t9) BT! -20BD aepetmwts mode to represent wn tmctaa —PdII ima 0=2620010 1 34
LEGEND
SURVEY LEGEND
PLANTING
LEGEND
PROPOSED BANK FULL
ROCK CROSS VANE
— PROPERTY LINE
— — - MAJOR CONTOURS
ZONE 1
STREAM BANKS
10x00
-1-- -- j PROPOSED CREEK
LOG SILL
-- - - - - -- MINOR CONTOURS
ZONE 2
RIPARIAN
—�— PERMANENT CONSERVATION
ROCK A -VANE
— STREAM CENTERLINE
ZONE 3
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EASEMENT
77 /Y
TREELINE
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D05TM WETLAND
ZONE 4
TO REMAIN
EASEMENT KITH LIVESTOCK
\
FENCING
j\ LOG CROSS VANE
EBPIMYOUDMI
CONTACT ONE -CALL CENTER
1-800 - 632-4949
0
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PREPN1E0 IN THE arm OF CLIENT STATE OF NORTH CAROLJNA c' o a2�25�0e PROJECT
Kimle Horn �� BEAVERDAM SWAMP
'' I y� ECOSYSTEM ENHANCEMENT PROGRAM @ `' r �K STREAM AND WETLAND RESTORATION
° �R �°�«" COMM REVIEW 2S °' JIK Tws and Associates, Inc.
2008 TITLE EBX NEUSE I, LLC
b do mnt top�mw rlth fT� aanppb ma dWpnra Dr�ttr MnY� at mi bnWmmt of gNeq b Mlmaed mH fa tM I t @
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wtnenm K�°^d eaep� butler + • a waa t ooartY to .Y-x„n ae A„oaot.. n� PHONE [phone] FAXX (9t9) BT! -20BD aepetmwts mode to represent wn tmctaa —PdII ima 0=2620010 1 34
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1-800 - 632-4949
0
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PREPN1E0 IN THE arm OF CLIENT STATE OF NORTH CAROLJNA c' o a2�25�0e PROJECT
Kimle Horn �� BEAVERDAM SWAMP
'' I y� ECOSYSTEM ENHANCEMENT PROGRAM @ `' r �K STREAM AND WETLAND RESTORATION
° �R �°�«" COMM REVIEW 2S °' JIK Tws and Associates, Inc.
2008 TITLE EBX NEUSE I, LLC
b do mnt top�mw rlth fT� aanppb ma dWpnra Dr�ttr MnY� at mi bnWmmt of gNeq b Mlmaed mH fa tM I t @
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wtnenm K�°^d eaep� butler + • a waa t ooartY to .Y-x„n ae A„oaot.. n� PHONE [phone] FAXX (9t9) BT! -20BD aepetmwts mode to represent wn tmctaa —PdII ima 0=2620010 1 34

------------
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(300 +00 TO 315 +5Q�
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J
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------------
\ UT3 -13 UPPER TO CAPE FEAR RIVER
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1- 800 - 6324949
S ppEp„Rp a TM °SCE OF wtN 1 RBI I —' PROJECT
a Kimle Horn STATE OF NORTH CAROLINA a �,� C° , D21251oe BEAVEfiDAM SWAMP
! Y ECOSYSTEM ENHANCEMENT PROGRAM ' '` "K STREAM AND WETLAND RESTORATION
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a Aright lon and oaaptatbn ey KYMey -Nam a,E A•wrJat• •.� rw�i`w maul 1laaity to lamwy -Nom and A� UA ., rx Tna recd trar�ny, rep...mlt the c�.wctwn olona htn
Upright Ktmb wm entl A.weat•• fno zooB PHONE' (919) 877 -2000 FAX [phone] ad}•tmem made to r•praamt o vtmeted candttloae o1262OD10 35

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1- 800 -632 -4949
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PREPMED IN ME OFFICE OF CLIENT ' PROJECT
' Kimley -Horn STATE OF NORTH CAROLINA -► l e oA 02� JK08 BEAVERDAM SWAMP
_ ECOSYSTEM ENHANCEMENT PROGRAM ` STREAM AND WETLAND RESTORATION
1 REMSEO tEn EROSON ca+ma RE\AEW OB 23 007 JIK TY5 TITLE = 1 RTL EBX NEUSE I, LLC
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muwr,ae� .dap A: y Imril.r- A.aadataa ma. rw( w'.nhaat nmand to Imn1.�Nmn and Amclatm me PHONE- 00) 877-2000 FAG (90) 677 -2060 aap,tments mode io �reacne conewcted aonmLlm: 012620010
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LEGEND
SURVEY LEGEND
PLANTING
LEGEND
PROPOSED BANK FULL
ROCK CROSS VANE
PROPERTY LINE
—
ZONE 1
STREAM BANKS
19+00
---i— q PROPOSED CREEK
LOG SILL
— MAJOR CONTOURS
— - - - - - - — MINOR CONTOURS
ZONE 2
RIPARIAN
—�— PERMANENT CONSERVATION
ROCK A -VANE
- '-- STREAM CENTERLINE
ZONE 3
racoaq
UPLAND
EASEMENT
11
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EASTING WETLAND
ZONE 4
®
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\
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and Associates, Inc. TITLE =- �°�f6. 8= EBX NEUSE I, LLC
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LEGEND
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PLANTING LEGEND
PROPOSED BANK FULL
J
ROCK CROSS VANE
PROPERTY UNE _
MAJOR CONTOURS
ZONE 1
STREAM BANKS
,WW
q PROPOSED CREEK
LOG SILL
_
— — -- MINOR CONTOURS
ZONE 2
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—�— PERMANENT CONSERVATION
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STREAM CENTERLINE
ZONE 3 0000
UPLAND
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ZONE 4
TO REMAIN
---��— PERMANENT CONSERVATION
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- MATCHUNE SEE SHEET 34
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n f F "fit
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CONTACT Ol ffi-� CMNM
1- 800.692 -4949
sC 0 is 30' so
PREPARED 01 THE OMM OF QJEN I a.,
Kimley -Horn STATE OF NORTH CAROLINA `" ' ° oz�2��oB PROJECT
AND WETLAND RESTORATION
ECOSYSTEM ENHANCEMENT PROGRAAA
5 I RE\ ®� OM M COMM �M OB 23 07 JIK TWS
This �, N aena� a� ,� h� - t �.. and Associates, Inc. TITLE o . _ Rn EBX NEUSE I, LLC
P ° pre�a 1 Po BOX 33068 - RALec>H NORTH cAaoLwA vsase PLANTING PLAN °° • `,�� T$J
wed0c prpae. od dlmit ror .iaU It .ee Ran. 01 and lmprapc nlimn ao tn6 aooum�t �INOUI wKtai
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t Nam and Aa -datp tnc 200e PFIOI� (9t9) 877 -?A00 FAX [phone]
adJuslmants made to represent cronsGucted condltkms. 012620010 39
PLANTING LEGEND
LEGEND
SURVEY LEGEND
ZONE 1
STREAM BANKS
PROPOSED BANK FULL
ROCK CROSS VANE
PROPERTY LINE
ZONE 2
IJ
RIPARIAN
10+OD
LOG SILL
— — MAJOR CONTOURS
ZONE 3
0000
UPLAND
- 1 q PROPOSED CREEK
-- - - - - -- MINOR CONTOURS
—r— PERMANENT CONSERVATION
ROCK A -VANE
/
- STREAM CENTERLINE
ZONE 4
®
TO REMAIN
EASEMENT
/'Yly_V_rl'YY TREELINE
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`
ROCK VANE / LOG VANE
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\
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'\
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- MATCHUNE SEE SHEET 34
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CONTACT Ol ffi-� CMNM
1- 800.692 -4949
sC 0 is 30' so
PREPARED 01 THE OMM OF QJEN I a.,
Kimley -Horn STATE OF NORTH CAROLINA `" ' ° oz�2��oB PROJECT
AND WETLAND RESTORATION
ECOSYSTEM ENHANCEMENT PROGRAAA
5 I RE\ ®� OM M COMM �M OB 23 07 JIK TWS
This �, N aena� a� ,� h� - t �.. and Associates, Inc. TITLE o . _ Rn EBX NEUSE I, LLC
P ° pre�a 1 Po BOX 33068 - RALec>H NORTH cAaoLwA vsase PLANTING PLAN °° • `,�� T$J
wed0c prpae. od dlmit ror .iaU It .ee Ran. 01 and lmprapc nlimn ao tn6 aooum�t �INOUI wKtai
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t Nam and Aa -datp tnc 200e PFIOI� (9t9) 877 -?A00 FAX [phone]
adJuslmants made to represent cronsGucted condltkms. 012620010 39

APPENDIX B
2011 Profile and Cross Section Data

103
102
101
100
LL1
99
98
Beaverdam
UT 1 -B Upper
Station 112 +72 to 119 +20
• LTB ♦ RTB Water Srf — Year 1 — Year 2 — Year 3 Year 4
2 • .• •
•
• . A • •
-� — _ _ i
11272 11372 11472 11572 11672 11772 11872
Channel Distance (ft)
Beaverdam
UT1 -C
Station 107 +00 to 112 +72
• LTB RTB Water Srf —Year 1 —Year 2 —Year 3 —Year4
104
103
102
c
0
A? 101
100
99
10700 10800 10900 11000 11100 11200 11300
Channel Distance (ft)

104
103
t 102
C
0
w 101
100
99
Beaverdam
UT1 -D
Station 154 +00 to 158 +30
• LTB RTB water srf —Year 1 —Year 2 —Year 3 - •-Year 4
15400 15500 15600 15700 15800
Channel Distance (ft)
103
102
C
°- 101
is
W
100
99
Beaverdam
UT1 -F
Station 182 +80 to 185 +80
• LTB • RTB water srf — Year — Year — Year Year
18280 18380 18480 18580
Channel Distance (ft)

100
99
Z 98
C
O
Z6
w 97
96
95
Beaverdam
UT3 -A
Station 329 +00 to 335 +00
• LTB . RTB water srf —Year 1 — Year 2 —Year 3 — +—Year 4
32900 33000 33100 33200 33300 33400 33500
Channel Distance (ft)
Beaverdam
UT3 -B
Station 307 +00 to 315 +20
�• LTB RTB water srf —Year 1 —Year 2 —Year 3 —Year 4
104
103
102
c •
O
f0 • ♦ •
w 101
100
99
30700 30800 30900 31000 31100 31200 31300 31400 31500 31600
Channel Distance (ft)

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
Beaverd=6 Croce Secdm 1, Pool
105
104
a 103
0
102
d
W
101
100
99
0 10 20 30 40 50 60 70 so
Width (ft)
- BankfullEkvation-As- Built -Yea 1 -Y.2 -:Y:,3-Y,4

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
Beaverdam, Cross Section 2, Riffle
104
103
a
a° 102
101
100
0 10 20 30 40 50 60
Width (ft)
- Bankfull Elevation -Flood Prone Area BAs -Built -Year I -Year 2 -Year 3 -Year 4

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
114
103
102
V.
0
101
v
w 100
99
98
Beaverdam, Cross Section 3, Pool
0
0 10 20 30 40 50 60 70 80
Station (ft)
— Bankfull Elevation BAs -Built —Year 1 — Yea 2 —Year 3 —Yea 4

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
104
103
4:
a
°^ 102
W
101
100
Beaverdam, Cron Section 4, Riftle
0 10 20 30 40 50 60 70 80 90
Station (ft)
- Bankfull Elevation -Flood Prone Area BAs -Built -Year I -Year 2 -Year 3 �Yeat4

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
105
104
103
102
4r
e 101
0
'L
> 100
d
W 99
98
97
96
Beaverdam, Cross Section 5, Riffle
0 10 20 30 40 50 60
Station (ft)
— BmldallElevation—As- Built —Year 1 —Yeer2 —Year3 —Year4

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
105
Beaverdam, Cross Section 6, Pool
104
103
102
a
101
a 100
m
?: 99
W
98
97
96
95
0 10 20 30 40 50 60 70
Station (ft)
- B.Mull Elevation -Flood Prone Area BAs -Built -Year I Year 2 -Year 3 -Year 4

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
Beaverdam, Cross Secdon 7, Pool
quo
105
104
103
Odr
102
101
— —
-
100
- - -- - - --
99
98
97
—
96
95
94
Station (ft)
— Bankfull Elevation —As- Built —Year l —Year2 —Year3 �Year4

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
IL1
103
102
101
4r
100
'F
> 99
u
W 98
Beaverdam, Cross Section 8, Riffle
97 -- —
96
95
0 10 20 30 40 50 0
Station (ft)
— BankfullElevation— Flood Prone Area —As- Built—Yearl — Year 2—Year 3 —Year 4

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
105
104
a 103
F
° 102
is
d
m 101
100
99
Beaverdam, Cross Section 9, Pool
0 10 20 30 40 50 60 70 80
Width (ft)
- BankfullElemion-As- Built-Yeul -Yar2 -Year3 -Year4

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
107
106
105
a
e 104
0
•n
103
w
102
101
100
Beaverdam, Cross Section 10, Riffle
0 10 20 30 40 50 60 70
Width (ft)
Bankfull Elevation -Flood Prone Area BAs -Built -Year 1 -Year 2 -Yew 3 -Year 4
10
i�

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
105
104
4;
c
° 103
.W
V
w
102
101
Beavcrdam, Cross Section 11, Riffle
10 20 30 40 50 60 70 so
Station (ft)
B.L*11 Elevation -Flood Prone Area BAs -Built -Year 1 -Year 2 -Year 3 -Year 4

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
104
103
a 102
0
0
m
101
m
100
99
Beaverdam, Cross Section 12, Pool
0 10 20 30 40 30 60 70 80 90
Station (ft)
- BavJdWIEkvstioa-& -Built Year I -Year2 -Year3 -Year4

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
Beaverdam, Cross Section 13, Pool
103
102 - -
a
e
101
v
{id
100
99
0 10 20 30 40 50 60 70 80
Station (ft)
Bwd full Elevation BAs- Built —Year 1 —Year 2 —Year 3 —Year 4

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
104
103
0
a
102
d
W
101
100
Beaverdam, Cross Section 14, Riffle
0 10 20 30 40 50 60 70 80
Station (ft)
- Baokfali Elevation - Flood None Area BAs -Built -Year 1 -Y.2 -Year 3 -Year 4

ar
104
103
Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
E 102
c
0
'F
a
°1 101
W
100
99
Beaverdam, Cross Section 15, Pool
10 20 30 40 50 60 70
Station (ft)
-Bankfull Elevation -As-Built -Year I -Year2 -Yar3 �Year4

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
103
102
a
c
0
_u
u] 101
100
Beaverdam, Cross Section 16, Riffle
10 20 30 40 50 60 70
Station (ft)
- Bankfull Elevation -Flood Prone Area BAs -Built -Year I -Year 2 -Year 3 -Year 4

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
103
102
101
G
a
100
W 99
98
97
Beaverdam, Cross Section 17, Pool
0 10 20 30 40 50 60
Station (ft)
Bankfull Elevation BAs -Built —Year 1 —Year 2 —Yeu 3 —Yen 4

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
Bea%erdam, Cross Section 18, Riffle
103
102
C
- —
101
C
O
m
100
w
99
98
0 10 20 30 40 50 60
Station (ft)
— Benitfitll Elevation —Flood Prone Area BAs -Built —Year 1 — Year 2 —Year 3 — Year 4

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
a
a
0
0
W
101
100
99
98
97
96
95
94
934
0
Beaverdam, Cross Section 19, Pool
10 20 30 40 50 60 70
Station (ft)
B.kfull Elevation BAs -Built —Yew 1 — Yar 2 —Yar 3 — Yar 4

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
99
98
a 97
c
0
W
w
96
95
94
Beaverdam, Cross Section 20, Riffle
0 10 20 30 40 50 60 70
Station (ft)
Benkfall Elevation -Flood Prone Ares BAs -Built -Year I -Year 2 -Ycu 3 -Year 4

APPENDIX C
2011 Gauge Data

6awdm Swamp A4ugxm Stl
ApK.&x C
Mmmwmg Y= l 2010
ORTMENS
On MM�
Mmmwmg Y= l 2010

Bea-dm Swamp Nbugib n &b Append. C Moanonn s Year 3 3010
C�O0 0 O0O0 0 0 v0 U00UU,,j � 10 ��C��000OC��OOOOOC�C;0 0C��
off
EFR
MMOMMM
OFM
C�O0 0 O0O0 0 0 v0 U00UU,,j � 10 ��C��000OC��OOOOOC�C;0 0C��

B—Tdm Swamp Mwgam Sim
JO 0 O 0 CSC "OM � �. � �•
C
Mnmtonmg Y= J 2010
OUR
MUMMA
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-
-
-
-
--
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'•®"'
0
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APPENDIX D
2011 Site Photos

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
SOA1 — Sparse vegetation on left and right banks at Sta. 153 +00 — 153 +30 (UT1 -A)
SOA2 — Easement fencing is loose at Sta. 118 +90 (UT 1 -B)

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Annual Monitoring Report for 2011 (Year 4)
Rock cross vane (typical)
Vegetation Plot #1

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
Vegetation Plot #2
Vegetation Plot #3

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
Vegetation Plot #4
Vegetation Plot #5

Beaverdam Mitigation Site
Annual Monitoring Report for 2011 (Year 4)
Vegetation Plot #6
Vegetation Plot #7

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Annual Monitoring Report for 2011 (Year 4)
Vegetation Plot #14

APPENDIX E
2011 Morphologic Monitoring Parameters

Parameter
Cross Section 1
Pool
Cross Section 2
Riffle
Cross Section 3
Pool
Cross Section 4
Riffle
Dimension
Base
MY
MY2
MY3
MY4
MY5
Base
MY
MY2
MY3 I
MY4
MY5
Base
MYl
MY2
MY3
MY4
MY5
Base
MY
MY2
MY3
MY4
MY5
BF Width ft
284
264
250
223
230
253
244
228
262
291
266
218
208
275
225
228
228
248
221
143
BF Cross Sectional Area
317
264
234
207
203
181
162
114
168
187
228
192
190
192
168
117
116
129
132
63
BF Mean Depth ft
1 1
10
09
09
09
07
07
05
06
06
09
09
09
07
07
05
05
05
06
04
BF Max Depth ft
26
25
24
20
20
14
13
1 1
13
13
22
20
21
19
18
14
13
14
13
1 1
Width/De th Ratio
25 5
26 2
26 8
24 0
26 1
35 2
36 6
45 9
40 8
45 3
31 0
24 7
22 7
39 3
30 1
44 4
44 8
47 7
37 1
326
Parameter
Cross Section 5
Riffle
Cross Section 6
Pool
Cross Section 7
Pool
Cross Section 8
Riffle
Dimension
Base
MY 1
MY2
MY3
MY4
MY5
Base
MY 1
MY2
MY3
MY4
MY5
Base
MY]
MY2
MY3
MY4
MY5
Base
MY 1
MY2
MY3
MY4
MY5
BF Width ft
76
75
87
100
90
90
92
97
112
86
79
98
94
107
102
69
73
77
87
83
BF Cross Sectional Area
50
50
47
51
34
84
87
69
74
54
87
107
106
154
87
44
47
48
52
47
BF Mean Depth ft
07
07
05
05
04
09
09
07
07
06
11
11
11
14
08
06
06
06
06
06
BF Max De ft
12
14
14
12
09
17
20
16
17
10
20
22
23
21
16
12
14
12
14
11
Width/Depth Ratio
114
11 1
1 163
1 196
1 243
95
98
1 136
169
138
72
90
83
1 75
120
107
113
124
147
148
Parameter
Cross Section 9
Pool
Cross Section 10
Riffle
Cross Section 11
Riffle
Cross Section 12
Pool
Dimension
Base
MY1
MY2
MY3
MY4
MY5
Base
MY1
MY2
MY3
MY4
MY5
Base
MY]
MY2
MY3
MY4
MY5
Base
MYI
MY2
MY3
MY4
MY5
BFWidth ft
185
197
199
184
187
164
151
161
169
168
98
118
115
124
122
195
198
1 188
205
196
BF Cross Sectional Area
293
259
250
240
244
184
165
158
151
155
68
90
87
83
8 1
222
204
185
212
169
BF Mean Depth ft
16
13
13
10
13
1 1
11
10
08
09
07
08
08
07
07
1 l
10
10
11
09
BF Max Depth ft
38
31
30
30
28
25
21
21
23
20
13
15
15
13
13
27
26
25
25
20
Width/Depth Ratio
118
149
1 158
1 141
144
146
137
163
188
183
140
154
151
184
185
172
192
197
197
227
Parameter
Cross Section 13
Pool
Cross Section 14
Riffle
Cross Section 15
Pool
Cross Section 16
Riffle
Dimension
Base
MYl
MY2
MY3
MY4
MY5
Base
MY1
MY2
MY3
MY4
MY5
Base
MY1
MY2
MY3
MY4
MY5
Base
MY1
MY2
MY3
MY4
MY5
BF Width ft
183
194
195
182
173
90
92
99
89
96
197
242
243
246
245
99
90
91
112
93
BF Cross Sectional Area
158
153
163
152
100
54
48
52
48
45
188
230
222
237
195
58
46
44
45
50
BF Mean Depth ft
09
08
08
08
06
06
05
05
05
05
10
10
09
10
08
06
05
05
04
05
BF Max Depth ft
23
20
21
19
14
12
10
10
10
10
22
24
23
20
19
73-0-8T
11
09
09
09
10
Width/Depth Ratio
213
246
232
218
299
151
174
187
165
20 4
207
254
265
256
169
175
188
28 1
176

Parameter
Cross Section 17
Pool
Cross Section 18
Riffle
Cross Section 19
Pool
Cross Section 20
Riffle
Dimension
Base
MY
MY2
MY3
MY4
MY5
Base
MYl
MY2
MY3
MY4
MY5
Base
MY1
MY2
MY3
MY4
MY1
MY2
MY3
MY4
MY5
BFWidth ft
306
307
313
314
243
76
74
71
91
84
192
185
205
195
186
tMY5Base
104
104
107
105
BF Cross Sectional Area
46 3
45 8
44 6
43 5
33 6
9 6
7 5
7 9
8 5
8 2
28 2
28 9
27 4
28 2
24 8
9 1
8 9
9 2
8 4
BF Mean De th ft
15
15
14
14
14
13
10
11
09
10
15
16
13
14
13
09
09
09
08
BF Max De th ft
37
37
35
33
28
19
17
18
18
17
33
32
31
31
26
16
16
17
15
Width/De thRatio
197
206
220
226
176
61
73
65
98
86
131
118
153
135
139
1 119
121
124
131