20070624 Ver 1_Year 3 Monitoring Report_20100917

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YEAR 3 (2010)
ANNUAL MONITORING REPORT
JARMANS OAK RESTORATION SITE
ONSLOW COUNTY, NORTH CAROLINA
(CONTRACT D06069 -A)
FULL DELIVERY PROJECT
WHITE OAK RIVER BASIN
CATALOGING UNIT 03030001
01-06��
Prepared for:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH, NORTH CAROLINA
Prepared by:
And
Natind Resotnres Axiom Environmental. Inc.
Rtislol al ion z,,,Cnnser"ition
Restoration Systems, LLC Axiom Environmental, Inc.
1101 Haynes Street, Suite 211 20 Enterprise Street, Suite 7
Raleigh, North Carolina 27604 Raleigh, North Carolina 27607
August 2010 Ilece,
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EXECUTIVE SUMMARY
Restoration Systems, L.L.C. has completed restoration of stream and riverine wetlands at the Jarman
Oak Stream and Wetland Restoration Site to assist the North Carolina Ecosystem Enhancement Program
in fulfilling stream and wetland mitigation goals in the region. The Site is located less than 2 miles east
of the Onslow /Duplin County line and approximately 3 miles west of the Town of Richlands in Onslow
County. The Site is located in United States Geological Survey (USGS) Cataloging Unit (CU) and
Targeted Local Watershed 0303000 10 10010 (North Carolina Division of Water Quality Subbasin 03 -05-
02) of the White Oak River Basin and will service the USGS 8 -digit CU 03030001. This report serves as
the Year 3 (2010) annual monitoring report.
Primary activities at the Site included 1) stream restoration, 2) wetland restoration, 3) soil scarification,
and 4) plant community restoration. Project restoration efforts will provide a minimum of 6640 Stream
Mitigation Units and 12 riverine Wetland Mitigation Units.
Fourteen vegetation plots (thirteen 10 -meter by 10 -meter and one 20 -meter by 5- meter) were established
and permanently monumented. These plots were surveyed in early July 2010 for the Year 3 (2010)
monitoring season. Based on the number of stems present, the average density of all plots was 494
planted stems per acre surviving in Year 3 (2009). The dominant species identified at the Site were
planted stems of blackgum (Nyssa Mora), green ash (Fraxinus pennsylvanica), and river birch (Betula
nigra), and natural recruits of red maple (Acer rubrum) and sweetgum (Liquidambar styraciflua). One of
the fourteen plots had a low density (plot 1) with 162 planted stems per acre; however, this is not
considered to be a problem at this time. The establishment of natural recruits such as dogwood (Corpus
sp.) has started and is expected to continue over the next few years. No vegetation problem areas were
noted during the Year 3 (20 10) monitoring season.
Twenty cross - sections and longitudinal profiles within five 600 -foot reaches were measured during Year
3 (2010) monitoring. As a whole, monitoring measurements indicate that there have been minimal
changes in both the longitudinal profile and cross - sections as compared to as -built data. The as -built
channel geometry compares favorably with the emulated, stable E/C type stream reach as set forth in the
detailed mitigation plan and construction plans. Current monitoring has demonstrated that dimension,
pattern, and profile were stable over the course of the monitoring period.
One potential stream problem area was documented within the Site during the Year 3 (2010) monitoring
period. An area of reduced bed and bank integrity, which is located on the Main Tributary, immediately
upstream of Monitoring Reach 2, was noted and should be watched throughout the monitoring period.
This area consists of one pool that has scoured; however, erosion does not appear to be progressing. No
additional stream problem areas were noted within the Site during the Year 3 (2010) monitoring year.
Four Restoration Site and one reference groundwater monitoring gauges were operated for the Year 3
(2010) monitoring season. All monitored gauges within restoration areas were inundated/saturated within
12 inches of the surface for greater than 8 percent of the growing season. No wetland problem areas were
noted during Year 3 (2010) monitoring.
In summary, the restoration site achieved success criteria for vegetation, stream, and hydrology attributes
in the Third Monitoring Year (2010).
Annual Monitoring Report Executive Summary
Jarmans Oak Stream and Wetland Restoration Site
A

TABLE OF CONTENTS
EXECUTIVESUMMARY ........................................................................................ ..............................i
1.0 PROJECT BACKGROUND .......................................................................... ..............................1
..............................4
1.1 Location and Setting ................................................................................. ...............................
1
1.2 Project Objectives ...................................................................................... ..............................1
..............................4
1.3 Project Structure, Restoration Type, and Approach .................................... ...............................
l
1.4 Project History and Background ................................................................. ..............................3
..............................7
2.0 PROJECT CONDITION AND MONITORING RESULTS .......................... ...............................
5
2.1 Vegetation Assessment .............................................................................. ...............................
5
2.1.1 Vegetation Success Criteria ............................................................... ...............................
5
2.1.2 Vegetative Problem Areas .................................................................. ..............................6
............................... 10
2.2 Stream Assessment .................................................................................... ..............................6
............................... 17
2.2.1 Stream Success Criteria ..................................................................... ...............................
6
2.2.2 Bankfull Events ................................................................................. ...............................
7
2.2.3 Stream Problem Areas ....................................................................... ...............................
7
2.2.4 Categorical Stream Feature Visual Stability Assessment ..................... ..............................7
2.2.5 Quantitative Stream Measurements .................................................. ...............................
10
2.3 Wetland Assessment ................................................................................. .............................10
2.3.1 Wetland Success Criteria ................................................................. ...............................
10
2.3.2 Wetland Problem Areas ................................................................... ...............................
10
2.3.3 Wetland Criteria Attainment ............................................................ ...............................
10
3.0 CONCLUSIONS .......................................................................................... .............................17
- 4.0 REFERENCES ........................................................................................... ...............................
18
FIGURES
Figure1. Site Location ............................................................................................. ..............................2
TABLES
Table 1. Site Restoration Structures and Objectives .................................................. ..............................3
Table 2. Project Activity and Reporting History ........................................................
..............................4
Table3. Project Contacts Table ................................................................................
..............................4
Table 4. Project Background Table ...........................................................................
..............................4
Table 5. Planted Species and Reference Forest Ecosystem .......................................
............................... 5
Table 6. Verification of Bankfull Events ...................................................................
..............................7
Table 7A -E. Categorical Stream Feature Visual Stability Assessment
...................... ............................8 -9
Table 8. Baseline Morphology and Hydraulic Summary ........................................
............................... 11
Table 9A -E. Morphology and Hydraulic Monitoring Summary .........................
............................... 12 -16
Table 10. Wetland Criteria Attainment for Year 3 (20 10) .......................................
............................... 10
Table 11. Summary of Groundwater Gauge Results ...............................................
............................... 17
Table 12. Summary of Planted Vegetation Plot Results ............................................
.............................17
Annual Monitoring Report page i
Jarmans Oak Stream and Wetland Restoration Site

APPENDICES
APPENDIX A. VEGETATION DATA
1. Vegetation Survey Data Tables
2. Vegetation Monitoring Plot Photos
APPENDIX B. GEOMORPHOLOGIC DATA
1. Tables B1 -B5. Visual Morphological Stability Assessment
2. Cross - section Plots and Tables
3. Longitudinal Profile Plots
APPENDIX C. HYDROLOGY DATA
2010 Groundwater Gauge Data
APPENDIX D. MONITORING PLAN VIEW
Annual Monitoring Report page ii
Jarmans Oak Stream and Wetland Restoration Site

1.0 PROJECT BACKGROUND
1.1 Location and Setting
Restoration Systems, L.L.C. (Restoration Systems) has completed restoration of stream and riverine
wetlands at the Jarmans Oak Stream and Wetland Restoration Site (hereafter referred to as the "Site ") to
assist the North Carolina Ecosystem Enhancement Program (EEP) in fulfilling stream and wetland
mitigation goals in the region. The Site, located less than 2 miles east of the Onslow /Duplin County line
and approximately 3 miles west of the Town of Richlands in Onslow County, will provide a minimum of
6640 Stream Mitigation Units and 12 riverine Wetland Mitigation Units (Figure 1). The Site is located in
United States Geological Survey (USGS) Cataloging Unit (CU) and Targeted Local Watershed
03030001010010 (North Carolina Division of Water Quality [NCDWQ] Subbasin 03- 05 -02) of the White
Oak River Basin and will service the USGS 8 -digit CU 03030001.
Directions to the Site from Richlands, North Carolina, are as follows:
➢ Travel west on Highway 24 for approximately 3 miles
➢ The Site is on the right immediately before Haw Branch Road
1.2 Project Objectives
The primary components of the restoration project included 1) construction of a stable, riffle -pool stream
channel; 2) enhancement of water quality functions within, upstream, and downstream of the Site 3)
creation of a natural vegetated buffer along restored stream channels; 4) restoration of jurisdictional
riverine wetlands in the Site; 5) improvement of aquatic habitat and species diversity by enhancing stream
bed variability; and 6) restoration of wildlife functions associated with a riparian corridor /stable stream.
1.3 Project Structure, Restoration Type, and Approach
A conservation easement has been placed on the Site to incorporate all restoration activities. The Site
contains 17.1 acres of hydric soils, three UTs to the New River (main tributary, southern tributary [west]
and southern tributary [east]), associated floodplains, and upland slopes. The purpose of this project was to
restore stable pattern, dimension, and profile to the UTs; restore hydrology to drained riverine wetlands;
and revegetate stream banks, floodplains, and wetlands within the Site. The Site drainage area
encompasses approximately 0.59 square mile of land at the downstream Site outfall that is characterized by
forest, agricultural land, and sparse industrial /residential development.
Prior to construction, the entire Site was utilized for row crop production. In order to maximize useable
field acreage streams were channelized and riparian vegetation was removed. Site streams were subject to
contamination from the broadcast application of agricultural chemicals. Site agricultural practices
contributed to degraded water quality, unstable channel characteristics (stream entrenchment, erosion, and
bank collapse), and decreased wetland function.
The primary goals of this stream and wetland restoration project focus on improving water quality,
enhancing flood attenuation, and restoring aquatic and riparian habitat and will be accomplished by:
Removing nonpoint and point sources of pollution associated with agriculture including a)
cessation of broadcasting fertilizer, pesticides, and other agricultural chemicals into and adjacent to
Site streams and b) restoration of a forested riparian buffer adjacent to streams to treat surface
runoff.
Annual Monitoring Report page 1
Jarmans Oak Stream and Wetland Restoration Site

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• Reducing sedimentation within onsite and downstream receiving waters by a) reducing bank
erosion associated with vegetation maintenance and agricultural plowing to Site streams and b)
planting a forested riparian buffer adjacent to Site streams.
• Reestablishing stream stability and the capacity to transport watershed flows and sediment loads by
restoring stable dimension, pattern, and profile supported by natural in- stream habitat and
grade/bank stabilization structures.
• Promoting floodwater attenuation by a) reconnecting bankf ill stream flows to the abandoned
floodplain terrace; b) restoring secondary, dredged, straightened, and entrenched tributaries,
thereby reducing floodwater velocities within smaller catchment basins; c) increasing storage
capacity for floodwaters within the Site; and d) revegetating Site floodplains to increase frictional
resistance on floodwaters.
• Restoring onsite wetlands, thereby promoting flood storage, nutrient cycling, and aquatic wildlife
habitat.
• Improving aquatic habitat with bed variability and the use of in- stream structures.
• Providing a terrestrial wildlife corridor and refuge in an area developed for agricultural production.
Primary activities at the Site included 1) stream restoration, 2) wetland restoration, 3) soil scarification, and
4) plant community restoration.
Table 1 describes the Site restoration structures and objectives, which have provided the minimum of 6640
Stream Mitigation Units and 12 riverine Wetland Mitigation Units.
• Restore 6418 linear feet of stream within three UTs to the New River by constructing meandering,
E -type and braided, D -type channels.
• Enhance (level II) 1205 linear feet of stream within three UTs to the New River.
• Restore 11.0 acres of jurisdictional riverine wetland by reestablishing historic water table
elevations.
• Enhance an additional 6.1 acres of jurisdictional riverine wetland.
• Reforest the entire floodplain with native forest species.
Table 1. Site Restoration Structures and Objectives
Restoration Segment/
Reach ID
Station Range
Restoration
T e/A roach *
Designed Linear
Footage/Acreage
SMU/WMUs
Main Tributary
10 +00 —57+09
Restoration /PI
4709
4709
Southern UT (east)
--
Restoration /PI
1013
1013
Southern UT (west)
10 +00 —17+96
Restoration /PI
696
696
--
--
Enhancement II
1205
482
Riverine Wetlands
--
Restoration
11.0
11.0
Riverine Wetlands
--
Enhancement
6.1
t77 3.05
Mitigation Unit Summations
Stream
Riverine
Wetland
6900 SMU's
14.05 WMU's
*F1= Pnority 1
1.4 Project History and Background
Completed project activities, reporting history, completion dates, project contacts, and background
information are summarized in Tables 2 -4.
Annual Monitoring Report page 3
Jarmans Oak Stream and Wetland Restoration Site

Table 2. Project Activity and Reporting History
Activity or Report
Data
Collection
Com letion
Actual
Completion
or Delivery
Restoration Plan
December 2006
December 2006
Construction Completion
NA
September 2007
Site Planting
NA
January 2008
Mitigation Plan/As built
November 2007
February 2008
Year 1 Monitoring (2008)
November 2008
November 2008
Year 2 Monitoring (2009)
November 2009
August 2009
Year 3 Monitoring (20 10)
November 2010
August 2010
Table 3. Project Contacts Table
Full Delivery Provider
Restoration Systems
Drainage Area
1101 Haynes Street, Suite 211
Drainage impervious cover estimate ( %)
Raleigh, North Carolina 27604
Stream Order
George Howard and John Preyer (919) 755 -9490
Construction Contractor
Backwater Environmental
Ecore ion
PO Box 1654
Rosgen Classification of As -built
Pittsboro, North Carolina 27312
Dominant Soil Types
Wes Newell (919) 523 -4375
Planting Contractor
Carolina Silvics
USGS HUC
908 Indian Trail Road
NCDWQ Subbasin
Edenton, North Carolina 27932
NCDWQ Classification
Dwight McKinney (252) 482 -8491
Designer and Monitoring Performer
Axiom Environmental, Inc.
Any portion of project upstream of a 303d listed segment?
20 Enterprise Street, Suite 7
Reasons for 303d listing or stressor
Raleigh, North Carolina 27607
% of project easement fenced
Grant Lewis (919) 215 -1693
Table 4. Project Background Table
Project County
Onslow County, North Carolina
Drainage Area
0.59 square mile
Drainage impervious cover estimate ( %)
< 1
Stream Order
First and Second
Ph sio ra hic Region
Coastal Plain
Ecore ion
Carolina Flatwoods
Rosgen Classification of As -built
E-/C- type
Dominant Soil Types
Muckalee, Autryville
Reference Site ID
Bullard Branch
USGS HUC
03030001
NCDWQ Subbasin
03 -05 -02
NCDWQ Classification
C NSW (Stream Index # 19 -(1))
Any portion of any project segment 303d listed?
No
Any portion of project upstream of a 303d listed segment?
No
Reasons for 303d listing or stressor
Not Applicable
% of project easement fenced
0%
Annual Monitoring Report page 4
Jarmans Oak Stream and Wetland Restoration Site

1.5 Monitoring Plan View
Monitoring activities for the Site, including relevant structures and utilities, project features, specific
project structures, and monitoring features are detailed in the monitoring plan view in Appendix D. Site
features including vegetation, stream dimension (cross - sections), stream profile and pattern, wetland
hydrology, and photographic documentation were monitored.
2.0 PROJECT CONDITION AND MONITORING RESULTS
2.1 Vegetation Assessment
Following Site construction, fourteen plots (thirteen 10 meter by 10 meter and one 20 meter by 5 meter)
were established and monumented with metal fence posts at all plot corners and PVC at each plot origin.
Sampling was conducted as outlined in the CVS -EEP Protocol for Recording Vegetation, Version 4.0 (Lee
et al. 2006) ( http: / /cvs.bio.unc.edu /methods.htm); results are included in Appendix A. The taxonomic
standard for vegetation used for this document was Flora of the Carolinas, Virginia, Georgia, and
Surrounding Areas (Weakley 2007). The locations of vegetation monitoring plots were placed to
accurately represent the entire Site and are depicted on the monitoring plan view in Appendix D.
2.1.1 Vegetation Success Criteria
Success criteria have been established to verify that vegetation components support community elements
necessary for forest development. Success criteria are dependent upon the density and growth of
characteristic forest species. Additional success criteria are dependent upon the density and growth of
"Character Tree Species." Character Tree Species include planted species, species identified through visual
inventory of an approved reference (relatively undisturbed) forest community used to orient the Site design,
and appropriate community descriptions from Classification of the Natural Communities of North Carolina
(Schafale and Weakley 1990) including Coastal Plain Small Stream Swamp and Nonriverine Wet
Hardwood Forest. All canopy tree species planted and identified in the reference forest will be utilized to
define "Character Tree Species" as termed in the success criteria. Table 5 below outlines planted and
reference forest species.
Table 5. Planted Species and Reference Forest Ecosystem
Planted Species
Reference Species
River birch (Betula nigra)
Red maple (Acer rubrum)
Sugarberry (Celtis laevigata)
Ironwood Car inus caroliniana
Buttonbush (Cephalanthus occidentalis)
Pignut hickory Cara labra
Green ash (Fraxinus pennsylvanica)
Dogwood Cornus sp.)
Swamp black gum (Nyssa biflora)
Ash Fraxinus sp.)
Sycamore (Platanus occidentalis)
American holly Ilex o aca)
Cherrybark oak (Quercus pagodaefolia)
Sweet um Li uidambar s raci ua
Water oak (Quercus nigra)
Yellow poplar Liriodendron tuli i era
Willow oak (Quercus phellos)
White oak (Quercus alba
Elderberry (Sambucus canadensis)
Water oak (Quercus nigra)
Laurel oak Quercus lauri olia
Swamp chestnut oak (Quercus michauxii
Cherr bark oak (Quercus pagoda)
Success criteria dictate that an average density of 320 stems per acre of Character Tree Species must be
surviving in the first three monitoring years. Subsequently, 290 Character Tree Species per acre must be
surviving in year 4 and 260 Character Tree Species per acre in year 5.
Annual Monitoring Report page 5
Jarmans Oak Stream and Wetland Restoration Site

2.1.2 Vegetative Problem Areas
Vegetation sampling across the Site was above the required average density with an overall average of 494
planted stems per acre. One of the fourteen plots had a low density (plot 1) with 162 planted stems per
acre; however, this is not considered to be a problem at this time. The establishment of natural recruits
such as dogwood (Corpus sp.) has started and is expected to continue over the next few years. No
vegetation problem areas were noted during the Year 3 (2010) monitoring season.
2.2 Stream Assessment
Twenty permanent cross - sections within five 600 -foot reaches were established after construction was
completed. Measurements of each cross- section include points at all breaks in slope including top of bank,
bankfull, and thalweg. Riffle cross - sections are classified using the Rosgen stream classification system
(Rosgen 1996). Longitudinal profile measurements of five 600 -foot reaches include thalweg, water
surface, and bankfull; with each measurement taken at the head of facets (i.e. riffle, run, pool, and glide) in
addition to the maximum pool depth.
2.2.1 Stream Success Criteria
Success criteria for stream restoration will include 1) successful classification of the reach as a functioning
stream system (Rosgen 1996) and 2) channel variables indicative of a stable stream system.
The channel configuration will be measured on an annual basis in order to track changes in channel
geometry and profile. These data will be utilized to determine the success in restoring stream channel
stability. Specifically, the width -to -depth ratio should characterize an E -type or borderline E -/C -type
channel, bank - height ratios indicative of a stable or moderately unstable channel, and minimal changes in
cross - sectional area, channel width, and/or bank erosion along the monitoring reach. In addition, channel
abandonment and/or shoot cutoffs must not occur and sinuosity values must remain relatively constant.
The field indicator of bankfull will be described in each monitoring year and indicated on a representative
channel cross - section figure. If the stream channel is down - cutting or the channel width is enlarging due to
bank erosion, additional bank or slope stabilization methods will be employed.
Stream substrate is not expected to coarsen over time; therefore, pebble counts are not proposed as part of
the stream success criteria.
Visual assessment of in- stream structures will be conducted to determine if failure has occurred. Failure of
a structure may be indicated by collapse of the structure, undermining of the structure, abandonment of the
channel around the structure, and/or stream flow beneath the structure.
Annual Monitoring Report page 6
Jarmans Oak Stream and Wetland Restoration Site

2.2.2 Bankfull Events
Table 6. Verification of Bankfull Events
Date of Data
Date of
Method
Photo (if
Collection
Occurrence
available
March 2009
February 28-
Total of 2.28 inches of rain documented between
--
March 2, 2009
February 28 -March 2, 2009 at an onsite rain gauge
April 2009
April 14, 2009
Total of 3.01 inches of rain documented on April 14,
--
2009 at an onsite rain gauge
May 16 -18,
Total of 3.05 inches of rain documented between May
May 2009
2009
16 -18, 2009 at an onsite rain gauge
--
November 11,
Greater than 5 inches of rain documented between
April 2010
2009
November 10 -12, 2009 as the result of Tropical Storm
--
Ida.*
Visual observations of overbank resulting from a 1.65
April 2010
February 5,
inch rainfall event on February 5, 2010 that occurred
photo 1
2010
after numerous rainfall events, within the 3 weeks prior,
that totaled 4.32 inches *.
* Weatherunderground 2010
2.2.3 Stream Problem Areas
One potential stream problem area was documented within the Site during the last monitoring period. An
area of reduced bed and bank integrity, located on the Main Tributary, immediately upstream of Monitoring
Reach 2, was noted and should continue to be watched throughout the monitoring period. This area
consists of one pool that has scoured; however, erosion does not appear to be progressing. In addition,
beaver management was initiated at the Site in the winter of 2009 and will continue as necessary. No
additional stream problem areas were noted within the Site during the Year 3 (2010) monitoring year.
2.2.4 Categorical Stream Feature Visual Stability Assessment
Each stream reach was visually inspected during the Year 3 (2010) monitoring period using eight feature
categories and various metrics within each category. Assessment features included riffles, pools, thalweg,
meanders, channel bed, structures, and root wads /boulders. Tables for semi - quantitative assessments of
each reach are included in Appendix B (Tables 131 -135). The mean percentage of performance for features
within each reach is summarized in the tables below.
Annual Monitoring Report page 7
Jarmans Oak Stream and Wetland Restoration Site

Table 7A. Categorical Stream Feature Visual Stability Assessment
Jarmans Oak (Reach 1)
Feature
Year 1
2008
Year 2
2009
Year 3
2010
Year 4
2011
Year 5
2012
A. Riffles
100%
100%
100%
B. Pools
100%
98%
100%
C.Thalwe
100%
100%
100%
D. Meanders
100%
100%
100%
E. Bed General
100%
100%
100%
F. Banks
100%
100%
100%
G. Vanes / J. Hooks, Etc.
NA
NA
NA
H. Wads and Boulders
NA
NA
NA
Table 7B. Categorical Stream Feature Visual Stability Assessment
Jarmans Oak (Reach 2)
Feature
Year 1
2008
Year 2
2009
Year 3
2010
Year 4
2011
Year 5
2012
A. Riffles
100%
98%
98%
B. Pools
100%
100%
100%
C.Thalwe
100%
100%
100%
D. Meanders
100%
100%
100%
E. Bed General
99%
100%
100%
F. Banks
99%
100%
100%
G. Vanes / J. Hooks, Etc.
NA
NA
NA
H. Wads and Boulders
NA
NA
NA
Annual Monitoring Report page 8
Jarmans Oak Stream and Wetland Restoration Site

Table 7C. Categorical Stream Feature Visual Stability Assessment
Jarmans Oak (Reach 3)
Feature
Year 1
2008
Year 2
(2009 )
Year 3
(2010
Year 4
2011
Year 5
2012
A. Riffles
100%
100%
94%
B. Pools
100%
100%
100%
C.Thalwe
100%
100%
100%
D. Meanders
100%
100%
100%
E. Bed General
99%
100%
100%
F. Banks
99%
100%
100%
G. Vanes / J. Hooks, Etc.
NA
NA
NA
H. Wads and Boulders
NA
NA
NA
Table 7D. Categorical Stream Feature Visual Stability Assessment
Jarmans Oak Reach 4
Feature
Year 1
2008
Year 2
(2009 )
Year 3
(2010
Year 4
2011
Year 5
2012
A. Riffles
96%
100%
100%
B. Pools
100%
100%
100%
C. Thalwe
100%
100%
100%
D. Meanders
100%
100%
100%
E. Bed General
100%
100%
100%
F. Banks
100%
100%
100%
G. Vanes / J. Hooks, Etc.
NA
NA
NA
H. Wads and Boulders
NA
NA
NA
Table 7E. Categorical Stream Feature Visual Stability Assessment
Jarmans Oak (Reach 5)
Feature
Year 1
2008
Year 2
(2009 )
Year 3
(2010
Year 4
2011
Year 5
2012
A. Riffles
100%
100%
100%
B. Pools
100%
100%
97%
C.Thalweg
100%
100%
100%
D. Meanders
100%
100%
100%
E. Bed General
100%
100%
100%
F. Banks
100%
100%
100%
G. Vanes / J. Hooks, Etc.
NA
NA
NA
H. Wads and Boulders
NA
NA
NA
Annual Monitoring Report page 9
Jarmans Oak Stream and Wetland Restoration Site

2.2.5 Quantitative Stream Measurements
During the Year 3 (2010) monitoring period 20 cross - sections and longitudinal profiles within five 600 -foot
reaches were measured. Permanent cross - sections and longitudinal profiles are included in Appendix B;
each is graphically depicted for as -built through Year 3 (2010) for analysis. As a whole, monitoring
measurements indicate minimal changes in both the longitudinal profile and cross - sections as compared to
as -built data. The channel geometry compares favorably with the emulated, stable E/C type stream reach
as set forth in the detailed mitigation plan and as constructed. Current monitoring has demonstrated
dimension, pattern, and profile were stable over the course of the monitoring period. Tables for
quantitative assessments are included below; these tables include data from previous years.
2.3 Wetland Assessment
Four Restoration Site and one reference groundwater monitoring gauges were maintained and monitored
throughout the Year 3 (2010) growing season. Graphs of groundwater hydrology and precipitation from an
onsite rain gauge are included in Appendix C.
2.3.1 Wetland Success Criteria
Target hydrological characteristics include saturation or inundation for at least 8 percent of the growing
season (17 consecutive days), within Muckalee soils (riverine wetlands), during average climatic
conditions. The growing season extends from April 8 to November 5 (212 days). The target hydrological
value is based on DRAINMOD simulations for 42 years of rainfall data in an old field stage. In addition,
these areas are expected to support hydrophytic vegetation; if wetland parameters are marginal, a
jurisdictional determination will be performed for vegetation and soils in these areas (Environmental
Laboratory 1987).
2.3.2 Wetland Problem Areas
No wetland problem areas were identified within the Site during Year 3 (20 10) monitoring.
2.3.3 Wetland Criteria Attainment
All monitored gauges within restoration areas were inundated/saturated within 12 inches of the surface for
greater than 8 percent of the growing season (Table 10). Hydrographs containing groundwater and
precipitation data for each gauge can be found in Appendix C.
Table 10. Wetland Criteria Attainment for Year 3 (2010)
Gauge ID
Hydrology
Threshold
Met?
Hydrophytic
Vegetation
Criteria Met?
Site
Mean
Vegetation
Plot ID
Vegetation
Survival
Threshold Met?
Site
Mean
1
Yes
Yes
100 %
1
No
2
Yes
Yes
2
Yes
3
Yes
Yes
3
Yes
4
Yes
Yes
4
Yes
5
Yes
93%
6
Yes
7
Yes
8
Yes
9
Yes
10
Yes
11
Yes
12
Yes
13
Yes
14
Yes
Annual Monitoring Report page 10
Jarmans Oak Stream and Wetland Restoration Site

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3.0 CONCLUSIONS
The Site achieved the defined (or targeted) success criteria, with saturation (free water) within one foot of
the soil surface for a minimum of 8 percent of the growing season, for all Site groundwater gauges in the
Third Monitoring Year (Year 2010). A summary of groundwater gauge data for the Year 3 (2010) is
included in Table 11. In addition, all but one vegetation plot within the Site were above the required 320
stems per acre with an average of 494 planted tree stems per acre in the Third Monitoring Year (Year 20 10)
(Table 12).
Table 11. Summary of Groundwater Gauge Results
Table 12. Summary of Planted Vegetation Plot Results
Plot
Success Criteria Achieved /Max Consecutive Days During Growing Season
Gauge
(Percentage)
Year 3 2010
Year 1 (2008)*
Year 2 2009
Year 3 2010
Year 4 2011
Year 5 2012
I
Yes /81 days
Yes /77 days
Yes /25 days
526
526
567
(38 percent)
(36 percent)
(12 percent)
324
364
2
Yes /67 days
Yes /84 days
Yes /31 days
405
445
364
(32 percent)
(40 percent)
(15 percent)
647
648
3
Yes /63 days
Yes /75 days
Yes /20 days
405
405
405
(30 percent)
(35 percent)
(9 percent)
324
324
4
Yes /65 days
Yes /76 days
Yes /21 days
324
405
405
(31 percent)
(36 percent)
(10 percent)
202
405
Ref 1
Yes /60 days
Yes /64 days
Yes /25 days
809
729
809
(28 percent)
(30 percent)
(12 percent)
890
972
Table 12. Summary of Planted Vegetation Plot Results
Plot
Planted Stems /Acre Counting Towards Success Criteria
Year 2008
Year 2 2009
Year 3 2010
Year 4 2011
Year 5 2012
1
283
283
162
2
526
526
567
3
324
364
324
4
405
445
364
5
647
648
486
6
405
405
405
7
324
324
324
8
324
405
405
9
202
405
405
10
809
729
809
11
890
972
971
12
324
526
486
13
445
567
526
14
688
688
688
"
Average of All
Plots (1 -14)
471
520
494
Annual Monitoring Report page 17
Jarmans Oak Stream and Wetland Restoration Site

4.0 REFERENCES
Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual. Technical
Report Y -87 -1. United States Army Engineer Waterways Experiment Station, Vicksburg,
Mississippi.
Lee, Michael T., R.K. Peet, S.D. Roberts, and T.R. Wentworth. 2006. CVS -EEP Protocol for
Recording Vegetation, Version 4.0. (online). Available:
http : / /cvs.bio.unc.edu /methods.htm
Rosgen, D. 1996. Applied River Morphology. Wildland Hydrology (Publisher). Pagosa Springs,
Colorado.
Weakley, Alan S. 2007. Flora of the Carolinas, Virginia, Georgia, and Surrounding Areas
(online). Available: http: / /www. herbarium .unc.edu /WeakleysFiora.pdf [February 1,
2008]. University of North Carolina Herbarium, North Carolina Botanical Garden,
University of North Carolina, Chapel Hill, North Carolina.
Weather Underground. 2010. Station in Richlands, North Carolina. (online). Available:
http: // www. wunderground .com /US/NC /Richlands.htmi [April 22, 2010]. Weather
Underground.
Annual Monitoring Report page 18
Jarmans Oak Stream and Wetland Restoration Site

APPENDIX A
VEGETATION DATA
1. Vegetation Survey Data Tables
2. Vegetation Monitoring Plot Photos
Annual Monitoring Report Appendices
Jarmans Oak Stream and Wetland Restoration Site

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Jarmans Oak Stream and Wetland Restoration Site
Year 3 (2010) Annual Monitoring
Vegetation Plot Photos
Taken July 2010
HA 9
Flot 7
mn n n
Annual Monitoring Report Appendices
Jarmans Oak Stream and Wetland Restoration Site

NO
Jarmans Oak Stream and Wetland Restoration Site
Year 3 (20 10) Annual Monitoring
Vegetation Plot Photos
Taken July 2010
(continued)
NO O
pw 0
Annual Monitoring Report Appendices
Jarmans Oak Stream and Wetland Restoration Site

APPENDIX B
GEOMORPHOLOGIC DATA
1. Tables B1 -B5. Qualitative Visual Stability Assessment
2. Cross - section Plots and Tables
3. Longitudinal Profile Plots
Annual Monitoring Report Appendices
Jarmans Oak Stream and Wetland Restoration Site

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APPENDIX C
HYDROLOGY DATA
2010 Groundwater Gauge Graphs
Annual Monitoring Report
Jarmans Oak Stream and Wetland Restoration Site
Appendices

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MONITORING PLAN VIEW
Annual Monitoring Report
Jarmans Oak Stream and Wetland Restoration Site
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