20061199 Ver 1_Year 4 Monitoring Report_20101215

FINAL
Conoconnara Mitigation Project
Halifax County, North Carolina
DENWEEP Contract No. 16- DO5024
Year 4 Monitoring Report
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
December 2010
(149
.._
11
NC ECOSYSTEM
FRNHANCEMENT pi 60W

Conoconnara Mitigation Site
Final Annual Monitoring Report for 2010 (Year 4)
Table of Contents
1.0
SUMMARY ............................................................................................. ..............................1
2.0
INTRODUCTION ..................................................................................
............................... 2
2.1
Project Description .......................................................................
............................... 2
2.2
Project Purpose .............................................................................
............................... 2
2.3
Project History & Schedule .......................................................... ............................... 5
3.0
HYDROLOGY ........................................................................................
..............................5
3.1
Hydrologic Success Criteria .........................................................
............................... 5
3.2
Description of Hydrology Monitoring Efforts ..............................
............................... 6
3.3
Results of Hydrology Monitoring .................................................
............................... 6
3.3.1 Site Data ..............................................................................
............................... 9
3.3.2 Reference Data ..................................................................
............................... 12
3.3.3 Climate Data .....................................................................
............................... 13
3.4
Hydrologic Conclusions .............................................................
............................... 15
4.0
VEGETATION .......................................................................................
.............................17
4.1
Vegetation Success Criteria ........................................................
............................... 17
4.2
Description of Species and Vegetation Monitoring ....................
............................... 18
4.3
Results of Vegetation Monitoring ...............................................
............................... 18
4.4
Vegetation Observations & Conclusions ....................................
............................... 19
5.0
STREAM
MONITORING ................................................................... ............................... 21
5.1
Stream Success Criteria .............................................................. ............................... 21
5.2
Stream Morphology Monitoring Plan .........................................
............................... 22
5.2.1 Cross Sections ................................................................... ............................... 22
5.2.2 Longitudinal Profile ..........................................................
............................... 22
5.2.3 Hydrology .........................................................................
............................... 22
5.2.4 Photo Reference Stations ..................................................
............................... 22
5.3
Stream Morphology Monitoring Results ....................................
............................... 22
5.3.1 Cross Sections ...................................................................
............................... 23
5.3.2 Longitudinal Profile ..........................................................
............................... 23
5.3.3 Hydrology .........................................................................
............................... 23
5.4
Stream Conclusions ....................................................................
............................... 25
6.0
CONCLUSIONS AND RECOMMENDATIONS ...............................
............................... 26
H

Conoconnara Mitigation Site
Final Annual Monitoring Report for 2010 (Year 4)
List of Figures
FigureL
Vicinity Map ....................................................................................
............................... 3
Figure2.
USGS Map .......................................................................................
............................... 4
Figure 3.
Monitoring Overview .......................................................................
............................... 7
Figure 4.
Groundwater Hydrographs .............................................................
............................... 1 1
Figure 5.
Reference Hydrographs ..................................................................
............................... 13
Figure 6.
2010 Precipitation Data ..................................................................
............................... 14
Figure7.
Hydrology Results ..........................................................................
............................... 16
Figure 8.
Stream Problem Areas ...................................................................
............................... 24
List of Tables
Table 1.
Project Mitigation Structure and Objectives ..................................... ............................... 5
Table 2.
Project Activity and Reporting History ............................................. ...............................
5
Table3.
Project Contacts ................................................................................. ...............................
5
Table 4.
Hydrologic Monitoring Results ....................................................... ...............................
10
Table 5.
Comparison of Normal Rainfall to Observed Rainfall .................... ...............................
14
Table 6. Summary of Hydrologic Monitoring Results 2007 - 2010 ................. ...............................
17
Table 7.
Results of 2010 Vegetation Monitoring .......................................... ...............................
20
Table 8.
Vegetation Monitoring Summary .................................................... ...............................
21
Table 9.
Stream Observation Areas ............................................................... ...............................
23
Table10.
Crest Gauge Data ........................................................................... ...............................
25
Table 11.
Summary of Morphologic Monitoring Parameters ....................... ...............................
25
APPENDICES
Appendix A
As -Built Survey
Appendix B
2010 Profile and Cross Section Data
Appendix C
2010 Gauge Data
Appendix D
2010 Site Photos

LJ
Conoconnara Mitigation Site
Final Annual Monitoring Report for 2010 (Year 4)
1.0 SUMMARY
This Annual Report details the monitoring activities during the 2010 growing season on the
Conoconnara Mitigation Site. Construction of the Site, including planting of trees, was completed
in March 2007. The 2010 data represent results from the fourth year of monitoring for both
wetlands and streams.
The design for the Conoconnara Site involved stream restoration, non - riverine wetland
restoration, non - riverine wetland enhancement, and non- riverine wetland preservation. After
construction, it was determined that the project generated 5,050 feet of stream restoration, 69
acres of wetland restoration, eight acres of wetland enhancement, and 71 acres of wetland
preservation. The As -Built survey is included as Appendix A.
This Annual Report presents the data from 12 automated hydrology monitoring stations, 24
vegetation monitoring plots, two crest gauges, one rain gauge, ten cross sections, approximately
3,000 linear feet of profile survey, and photographic reference locations, as specified in the
approved Restoration Plan for the Site.
This Annual Monitoring Report provides data on vegetation survival at 24 vegetation monitoring
plots. Year 4 monitoring documented a surviving vegetation average of 520 stems per acre, and a
range of 310 to 720 stems per acre. The interim vegetation success criterion of the survival of 320
planted trees per acre at the end of year three had earlier been met at 23 of 24 plots. The Site is on
track to meet the final vegetative success criteria of the survival of 260 planted trees per acre at
the end of Year 5 of the monitoring period.
Multiple bankfull events were recorded at both Crest Gauge 1 and Crest Gauge 2 in 2010. The
restored stream channel has remained stable and is providing the intended habitat and hydrologic
functions. All monitored cross sections and longitudinal profiles for 2010 show little adjustment
in stream dimension. There are a few areas of minor erosion, and no remedial actions or repairs
are required.
I�
December 2010
/
Weather station data from the Enfield Weather Station were used in conjunction with a manual
rain gauge located on the site to document precipitation amounts. The manual gauge is used to
validate observations made at the automated station. The site generally received normal rainfall
amounts through the early part of the 2010 growing season, and experienced drought conditions
in the latter half of the growing season.
In 2010, ten of the 12 hydrology monitoring gauges recorded a sub - surface hydroperiod of at least
seven percent of the growing season. The additional gauges achieved the seven percent criterion
based upon surface (perched) hydrology. Therefore, all 12 gauges met the hydrology success
criterion defined in the Restoration Plan. The hydrology of the targeted restored wetland system
-
(non - riverine wetland hardwoods) is highly variable across a given Site, supporting the ecological
and functional diversity that makes these systems so valuable.
This Annual Monitoring Report provides data on vegetation survival at 24 vegetation monitoring
plots. Year 4 monitoring documented a surviving vegetation average of 520 stems per acre, and a
range of 310 to 720 stems per acre. The interim vegetation success criterion of the survival of 320
planted trees per acre at the end of year three had earlier been met at 23 of 24 plots. The Site is on
track to meet the final vegetative success criteria of the survival of 260 planted trees per acre at
the end of Year 5 of the monitoring period.
Multiple bankfull events were recorded at both Crest Gauge 1 and Crest Gauge 2 in 2010. The
restored stream channel has remained stable and is providing the intended habitat and hydrologic
functions. All monitored cross sections and longitudinal profiles for 2010 show little adjustment
in stream dimension. There are a few areas of minor erosion, and no remedial actions or repairs
are required.
I�
December 2010
/

Conoconnara Mitigation Site
Final Annual Monitoring Report. for 2010 (Year 4)
2.0 INTRODUCTION
2.1 PROJECT DESCRIPTION
The Conoconnara Stream and Wetland Mitigation Project is in Halifax County, North Carolina.
The site is just outside of Tillery, approximately 17 miles southeast of Roanoke Rapids (Figure
1). The property is 567 acres located immediately south of NC 561, and is accessed via a farm
road 1.1 miles east of Tillery. Construction at the site was completed in March 2006.
Groundwater, surface water, and rain gauges were functional beginning in March 2006. The 2010
monitoring season represents Year 4 of monitoring for the Site.
Looking Glass Run has a drainage area of 562 acres (0.88 mil) at the downstream end of the
restoration project. The USGS Scotland Neck, NC topographic quadrangle (Figure 2) shows that
drainage from the site flows in two directions. The northern portion of the site flows primarily to
Conoconnara Swamp, while the southern portion of the Site drains to Looking Glass Run. There
were numerous agricultural ditches and swales on the project property that were used to promote
drainage. The ditches and swales were constructed to route water off the site, draining areas that
were once wetland. On -site topography, soils, and existing wetland areas demonstrate that the site
historically supported both riverine and non - riverine wetland areas. The wetland mitigation is
divided between four distinct sites. These include restoration areas in prior- converted cropland,
one enhancement area in the Looking Glass Run headwaters, and one preservation area adjacent
to the stream restoration corridor. The 63.64 -acre wetland restoration area has a drainage area of
130 acres (0.20 mi2). The 5.36 -acre wetland restoration area has a drainage area of 13.73 acres
(0.02 mi2). The historic land use was agricultural production of cotton and soybeans, pine
plantation, and woodland. Local drainage patterns had been altered in the past to drain wetlands
and promote agricultural production. The restoration and preservation areas are protected by a
conservation easement.
2.2 PROJECT PURPOSE
The objective of the Conoconnara Stream and Wetland Mitigation Project is to provide 5,050
stream mitigation units (SMU) and 87 wetland mitigation units (WMU) to the EEP through the
full delivery process in the Roanoke River 03010107 hydrologic unit. Stream mitigation was
provided through restoration on Looking Glass Run. Non - riverine wetland mitigation was
provided through preservation, enhancement, and restoration. The Site was identified and
developed by EBX to support the NC EEP full delivery mitigation process. Monitoring of the
Conoconnara Site is required to demonstrate successful mitigation based on the criteria found in
the Restoration Plan, and through a comparison to reference site conditions. The success criteria
components will 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 2010 (Year 4) at the Conoconnara Mitigation Site.
2 December 2010

r
r
LEG END
Site
�.r;'• SOURCES: NCDOT, NRCS, USGS HUC 03010107090020
9MNy
0 0.25 1 03010107090030 Scale: NTS
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J
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Non- Riverine Wetland Restoration
r
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V.
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r•�- � Imo_.`' ,��'- l �� - - ys6'7
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FNon-Riverine Wetland Preservation 0 N'.
r � t •,
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v.
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Figure 2. LEGEND
USGS Quad Map Proposed Conservation Easement
Road
Conoconnara, Halifax County, NC Stream
0 5001,000 2,000 3,000 4,000 SOURCES: USGS, Scotland Neck, NC, Quadrangle, 1962
' Feet Dawson Crossroads, NC, Quadrangle, 1960

0
Conoconnara Mitigation Site
Final Annual Monitoring Report for 2010 (Year 4)
Table 1. Project Mitigation Structure and Objectives
MITIGATION PRACTICE
ctivity
SIZE
RATIO
MITIGATION UNITS
Wetlands
Construction Completed
WK Dickson and Co., Inc
March 2007
Non - riverine wetland preservation
71 acres
1 st Annual Monitoring
1:5
14
Non - riverine wetland enhancement
8 acres
November 2009
1:2
4
Non - riverine wetland restoration
69 acres
Report
1:1
69
Report
Total:
87 WMU's
Stream
Stream Restoration (Looking Glass Run
5,050 linear feet
1 1:1
5,050
Total:
5,050 SMU's
2.3 PROJECT HISTORY & SCHEDULE
Table 2. Project Activity and Reporting History
Month
ctivity
Project Manager
November 2006
Approved Restoration Plan
March 2007
Construction Completed
WK Dickson and Co., Inc
March 2007
Post - restoration Monitoring Begins
November 2007
1 st Annual Monitoring
Report
November 2008
2nd Annual Monitoring
Report
November 2009
3rd Annual Monitoring
Report
October 2010
4th Annual Monitoring
Report
November 2011 (Scheduled)
5th Annual Monitoring
Report
Table 3. Project Contacts
Contact .
Firm Information
Project Manager
EBX -Neuse 1, LLC
Norton Webster
919 608 -9688
Designer
WK Dickson and Co., Inc
Jeff Keaton, PE
919 782 -0495
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 the
water table at the Site so that it will remain within 12 inches of the soil surface for at least seven
percent of the growing season continuously (approximately 15 days). The growing season is from
March 30 to November 4. Based on daily minimum temperatures greater than 28 degrees
Fahrenheit occurring in five out of ten years, the growing season for Halifax County is 214 days
long. Gauge data will be compared to reference wetland well data in growing seasons with less
than normal rainfall. If a restoration gauge hydroperiod exceeds the reference gauge hydroperiods
in a period of low rainfall, and both gauges exceed five percent of the growing season, then the
restoration gauge will be deemed successful. The results of hydrology monitoring across the
wetland restoration Site are presented in this annual monitoring report.
5
December 2010

Conoconnara Mitigation Site
Final Annual Monitoring Report for 2010 (Year 4)
3.2 DESCRIPTION OF HYDROLOGY MONITORING EFFORTS
Twelve automated Infinities groundwater gauges and one rain gauge were installed prior to the
beginning of the first growing season (Figure 3). Three additional automated groundwater gauges
were installed in an on -site reference wetland. Groundwater gauges were 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, and rainfall totals are
collected from the on -site rain gauge.
Surface gauges were installed in March 2009 at several well locations to document the presence
of surface water in low areas beyond the measured subsurface hydroperiods. The surface gauges
were Remote Data Systems WM40 automatic recording units installed at the surface without a
bentonite seal. In early 2009, sub - surface ripping and minor re- contouring were performed in
areas around gauges AW4, AW5, and AW 11 in an effort to increase infiltration.
Automated Gauges
Infinities automatic groundwater gauges record water table elevations twice daily at 08:00 and
20:00. These automatic gauges employ pressure sensors that record water elevation above the
bottom of the sensor (with atmospheric pressure compensation). Immediately adjacent to each
automatic gauge is a manual calibration gauge. The calibration water table depth is recorded at
monthly downloads. To determine wetland hydroperiods, 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 location. The standard correction factor is applied to
correct daily readings. The corrected daily readings are used to determine wetland hydroperiods.
Data Interpretation
Wetland hydroperiods are calculated from twice -daily water table depth elevations. A
hydroperiod is calculated if the water table is equal to or above 12 inches below ground surface
for at least 24 hours. If a gauge falls below -12 inches for two consecutive readings (24 hours),
then the hydroperiod ends at the last reading within -12 inches. If a gauge falls below -12 inches
for only one reading then maintains a reading above -12 inches for a minimum of 24 hours, then
the hydroperiod is calculated continuously. This methodology accounts for minor technical
malfunctions experienced by the automatic gauges.
3.3 RESULTS OF HYDROLOGY MONITORING
During the 2010 growing season, all fifteen automated loggers performed well, and no periods of
missing data were encountered. The following hydroperiod statistics were calculated for each
monitoring station during the growing season: 1) most consecutive days that the water table was
within 12 inches of the surface; 2) cumulative number of days that the water table was within 12
inches of the soil surface; and 3) number of times that the water table rose to within 12 inches of
the soil surface (Table 4). Depth of groundwater for each of the monitoring gauges is shown in a
graph with precipitation (Figure 4). This hydrograph demonstrates the reaction at each
monitoring location of the groundwater level to specific rainfall events. Raw hydrograph data
collected from the monitoring gauges is provided in Appendix C.
The Site was designed to function as a non - riverine wetland system. Hydrology in these wetlands
is driven by precipitation, nearly level topography, and restrictive soil horizons. Wetland
depressions and plugged ditches retained standing water throughout much of the growing season
despite drier than normal conditions. A few of the shallow depressions became dry late in the
6 December 2010

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Conoconnara Mitigation Site
Final Annual Monitoring Report for 2010 (Year 4)
growing season. The data collected for the 2010 growing season for this Site indicate it is
performing as described in the Mitigation Plan, with varying degrees of wetness documented.
3.3.1 Site Data
Locations of each automatic groundwater gauge and its 2010 growing season results can be found
on Figure 3. Detailed results of hydrology monitoring in 2010 are presented in Table 4 and
Figure 4.
Ten of the 12 groundwater gauges met or exceeded the seven percent sub - surface hydrologic
success criterion in 2010. The successful gauges generally experienced their maximum
hydroperiods in March through early May. The lower performing gauges, AW4 and AW 11,
recorded hydroperiods of three and six percent of the 2010 growing season, respectively. Both
gauges met the success criteria due to the presence of surface water for seven percent of the
growing season. The soil near these gauges appears to have slow infiltration despite standing
water in adjacent areas. Gauges AW4 and AW 11 achieved seven percent hydroperiods at depths
of 24 inches and 17 inches below the surface, respectively.
0
December 2010

Conoconnara Mitigation Site
Final Annual Monitoring Report for 2010 (Year 4)
Table 4. Hydrologic Monitoring Results
2010 Max Hydroperiod (Growing season 30 -Mar through 4 -Nov, 214 days)
Consecutive
Cumulative
Gauge
Days
Percent of
growing Season
Days
Percent of
growing
Season
Occurrences
AW 1
40
19
104
49
4
AW 1 Surface
40
19
103
48
4
AW2
17
8
46
21
7
AW3
14
7
34
16
8
AW 3 Surface
16
7
47
22
11
AW4
6
3
11
5
3
AW 4 Surface
14
7
38
18
11
AW5
14
7
30
14
3
AW 5 Surface
24
11
82
38
7
AW6
17
8
39
18
8
AW 6 Surface
19
9
52
24
12
AW7
18
8
37
17
4
AW 7 Surface
20
9
56
26
12
AW8
14
7
23
11
6
AW9
20
9
58
27
9
AW 10
18
8
52
24
8
AW 10 Surface
21
10
73
34
11
AW 11
13
6
34
16
9
AW 11 Surface
18
8
68
32
11
AW 12
19
9
67
31
9
AW 12 Surface
46
21
120
56
3
REF AW 1
22
l0
34
16
4
REF AW2
20
9
29
14
5
REF A W 3
17
8
24
11
4
Note: Data through September 2
10 December 2010

Conoconnara Mitigation Site
Final Annual Monitoring Report for 2010 (Year 4)
Figure 4. Groundwater Hydrographs
Figure 4a. 2010 Conoconnara Groundwater Gauges
5 10.0
Growing Season
0 9.0
-5 8.0
v -10 7.0
r
C
e -15 6.0 r
e v
a A
m
a
-20 5.0 y°
d
a
9
-25- 4.0
c a
e
U -30 3.0
-35 2.0
40
- �Ji - ra I. I I.0
45 � T 0.0
J F M A M J J A S O N D
Months
Rainfall(inches) Enfield Daily —AWI —AW2 —AW3 —AW4
Figure 4b. 2010 Conoconnara Groundwater Gauges
5
0
-5
-10
r
u
e
e -15
0
m
d
w -20
d
a
9 -25
c
0
0
U -30
-35
-40
45
J F M A M i J A S O N D
Months
�Ramfall(inches)EnfieldDak —AW5 —AW6 —AW7 —
11
10.0
9.0
8.0
7.0
6.0 r
u
S
a
5.0
A
.9�
4.0
a.
3.0
2.0
1.0
0.0
AW8
December 2010
Growing Season
LILAI
I
LJ111 ..
J F M A M i J A S O N D
Months
�Ramfall(inches)EnfieldDak —AW5 —AW6 —AW7 —
11
10.0
9.0
8.0
7.0
6.0 r
u
S
a
5.0
A
.9�
4.0
a.
3.0
2.0
1.0
0.0
AW8
December 2010

5
0
-5
-10
e -15
z
a
M -20
L
V -25
'o
C7 -30
-35
-40
45
Conoconnara Mitigation Site
Final Annual Monitoring Report for 2010 (Year 4)
Figure 4c. 2010 Conoconnara Groundwater Gauges
Wfla"Mon-mAl
I�
J F M A M J J A S O N D
Months
�Rainfall (inches) Enfield Daily AW9 —AW10 —AW11 —AW12
3.3.2 Reference Data
10.0
9.0
8.0
7.0
6.0
c
5.0 z°
'a
4.0
a
3.0
2.0
1.0
0.0
The approved Mitigation Plan provides that if the rainfall data for any given year during the
monitoring period is not normal, the reference wetland data can be used to determine if there is a
positive correlation between the performance of the restoration Site and the natural hydrology of
the reference Site.
Three automated reference wells were observed during the 2010 growing season. The same
hydroperiod statistics were calculated for each reference monitoring station during the growing
season as were calculated for the site monitoring stations (Table 4). The reference wetland
groundwater gauges exhibited wetland hydroperiods of seven to ten percent of the growing
season, which exceeds the seven percent success criterion for the site. Raw data collected from
the monitoring gauges is provided in Appendix C.
12 December 2010

Conoconnara Mitigation Site
Final Annual Monitoring Report_for 2010 (Year 4)
Figure 5. Reference Hydrographs
2010 Conoconnara Reference Groundwater Gauges
0
-10
m
r
u
c
c
0
a -20
d
c:]
3
-30
0
U
40
50
J F M A M J J A S O N D
Months
Raintall(inches) Enteld Daily -REF AWI REF .AW2 -REF AW3
10.0
9.0
8.0
7.0
Vi
6.0 r
u
e
c
5.0 e°
S
Z
4.0 E
a
3.0
2.0
1.0
0.0
3.3.3 Climate Data
Table 5 and Figure 6 compare the 2010 monthly rainfall to historical precipitation for Halifax
County (NRCS WETS Tables). Observed precipitation data were collected from an automated
weather station in Enfield and an on -site manual rain gauge (Appendix Q.
The Conoconnara Mitigation Site experienced mostly normal rainfall in the 2010 growing season.
The April and August rainfall was below normal limits, and March rainfall was above normal
limits. All other monthly rainfall totals were within normal limits. The rainfall totals from the
Enfield weather station generally correlate poorly with data collected from the on -site manual
rain gauge, but the total amounts of rainfall correlate well during April through August. This is
likely due to the differing collection periods between the monthly totals, and the multiple small
rain events recorded by the Enfield weather station.
13 December 2010

Conoconnara Mitigation Site
Final Annual Monitoring Report for 2010 (Year 4)
Table 5. Comparison of Normal Rainfall to Observed Rainfall
Month
Average
Normal Limits
Enfield
Precipitation*
P
On -Site
Preci i**
Precipitation"
30 Percent
70 Percent
January
4.23
3.20
5.01
4.47
- --
February
3.47
2.37
4.29
2.88
- --
March
4.22
3.12
4.95
6.36
1.85
April
3.16
2.14
3.94
1.38
4.48
May
3.94
2.58
4.77
3.64
4.05
June
3.62
2.48
4.25
2.52
2.43
July
4.25
2.76
5.07
4.45
0.79
August
4.26
2.60
5.62
2.59
5.94
September
4.58
2.19
5.52
0.50
- --
October
3.33
2.01
4.35
- --
- --
November
3.04
1.86
3.59
- --
- --
December
3.26
2.29
4.06
- --
- --
Annual
- --
40.39
49.25
- --
- --
Total
45.38
- --
- --
37.10
19.54
*Data through September 16
** Data through August
Figure 6. 2010 Precipitation Data
2010 Precipitation for Conoconnara Site
10.00
9.00
8.00
7.00
6.00
c
c
a° 5.00
m
.9
u
i 4.00
a
3.00
2.00
1.00
0.00
J
1 -- I 1- l _ I -- -- -, I I I
F M A M J J A S O N D
Months
Rainfall (itches) Enfield Daily - - -0- Ra infall (inches) On -site Monthly
. - - - - - - 30th /70th Percentile -A Rainfall (inches) Enfield Monthly
14 December 2010

Conoconnara Mitigation Site
Final Annual Monitoring Report for 2010 (Year 4)
3.4 HYDROLOGIC CONCLUSIONS
Data collected from the groundwater monitoring gauges on the Conoconnara Mitigation Site
document that ten of 12 hydrology monitoring stations (AW 1, AW2, AW3, AW5, AW6, AW7,
AW8, AW9, AW 10, and AW 12) recorded hydroperiods of at least seven percent of the growing
season. Gauges AW4 and AW 11 recorded hydroperiods of three and six percent of the growing
season, respectively. The surface water gauges for AW4 and AW 11 indicate the presence of
ponding water for seven and nine percent of the growing season, respectively. Therefore, both
gauges meet the minimum wetland criterion. The significant consecutive hydroperiods occurred
during March through April, and May through June. Monitoring demonstrated that the hydrologic
parameters of the mitigation site are similar to those of the reference site. Figure 7 displays the
hydrology monitoring results across the site. Table 6 provides a summary of hydrologic
monitoring results for the first four years of monitoring.
All wetland ditch plugs and outlets are stable and well vegetated. The impounded ditches and
wetland depressions remained inundated throughout the early part of the growing season.
15 December 2010

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Conoconnara Mitigation Site
Final Annual Monitoring Report for 2010 (Year 4)
Table 6. Summary of Hydrologic Monitoring Results 2007 -2010
Gauge
Max Consecutive Hydroperiod ( %)
2007
2008
2009
2010
AWl
0
5
1
19
AW 1 Surface
- --
- --
2
19
AW2
6
18
8
8
AW3
2
8
8
7
AW 3 Surface
- --
- --
11
7
AW4
1
2
1
3
AW 4 Surface
- --
- --
2
7
AW5
4
7
7
7
AW 5 Surface
- --
- --
8
11
AW6
3
6
3
8
AW 6 Surface
- --
- --
3
9
AW7
2
4
3
8
AW 7 Surface
- --
- --
7
9
AW8
4
8
7
7
AW9
5
7
8
9
AW10
2
7
3
8
AW 10 Surface
- --
- --
3
10
AW11
0
0
8
6
AW 11 Surface
- --
- --
4
8
AW12
4
8
8
9
AW 12 Surface
- --
- --
23
21
REF AW 1
4
26
13
10
REF AW2
12
25
13
9
REF AW3
0
16
12
8
4.0 VEGETATION
4.1 VEGETATION SUCCESS CRITERIA
Successful establishment of vegetation in wetland restoration, wetland enhancement, and riparian
areas will be the survival of 260 planted trees 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 period. Up to 20 percent of the composition may be comprised of
volunteer species. Remedial action may be required should volunteers present a problem or
exceed 20 percent composition.
Digital images will be subjectively used to evaluate the restoration Site over time. A series of
images over the five -year monitoring period should demonstrate maturation of planted vegetation
and volunteer hydrophytic species.
17 December 2010

Conoconnara Mitigation Site
Final Annual Monitoring Report for 2010 (Year 4)
4.2 DESCRIPTION OF SPECIES AND VEGETATION MONITORING
Twenty -four semi - permanent vegetation sampling plots were established within the planted areas
to monitor the success of planted vegetation. The 19 wetland vegetation plots are 0.10 acres in
size, and the five riparian vegetation plots are 0.05 acres or 0.10 acres in size. The vegetation
plots are distributed across the site, but the precise location and orientation of the plots was
random (see locations on as -built drawings in Appendix A). The plots cover approximately two
percent of the restored site. Each planted woody stem is located with a three -foot high section of
white PVC pipe and identified with a permanent number. Re- planted stems are marked only with
flagging. All live planted stems are remarked with flagging each year.
4.3 RESULTS OF VEGETATION MONITORING
Stem counts by species, estimated percent cover, and planted tree density were recorded for each
of the monitoring plots (Table 7). In Table 7, each planted tree species is identified across the top
row, and each plot is identified down the left column. All vegetation plots have met the interim
success criterion of 320 trees per acre after Year 3. Planted tree densities ranged from 310 to 720
trees per acre in Year 4, with an average of 520 trees per acre. Plot 19 has 310 trees per acre due
to low initial planting density and no re- plants. Plot 19 has a high density of desirable volunteer
woody species. The locations of each vegetation plot and the 2010 monitoring status are shown
on Figure 7.
The Conoconnara wetland restoration areas were re- planted prior to the 2009 growing season to
offset excessive mortality. The re- planting included soil nutrient testing and fertilizer application.
The survival from the re- planting was near 100 percent, and many trees previously thought to be
have re- sprouted. This resulted in high densities across the Site. Due in part to the drought
conditions experienced in 2010, survival decreased, but remains above the minimum acceptable
criteria across the site. Few volunteer woody species were observed throughout the wetland
restoration areas, likely due to a lack of seed sources nearby. Common volunteer woody species
were found in vegetation plots located along the restored stream (VP20, VP21, VP22, and VP23)
and in the wetland enhancement area (VP 19). The volunteer species commonly found included
sweetgum (Liquidambar styraciflua), loblolly pine (Pinus taeda), eastern baccharis (Baccharis
halimifolia), black willow (Salix nigra), red maple (Acer rubrum), green ash (Fraxinus
pennsylvanicum), cherrybark oak (Quercus pagoda), winged sumac (Rhus copallinum), devil's
walkingstick (Aralia spinosa), Chinese privet (Ligustrum sinense), southern red oak (Quercus
falcata), swamp chestnut oak (Quercus michauxii), and common persimmon (Diospyros
virginiana). No volunteers were present in numbers large enough to jeopardize vegetation
success.
18 December 2010

Conoconnara Mitigation Site
Final Annual Monitoring Report for 2010 (Year 4)
4.4 VEGETATION OBSERVATIONS & CONCLUSIONS
The Site was originally planted in non- riverine hardwoods and riparian hardwood species in
March 2007. The wetland restoration areas were re- planted in early 2008. However, due to
planting late in the season, drought, and other environmental factors, the 2008 re- planting
suffered greater than 90 percent mortality. The wetland restoration areas were planted again in
early 2009 with 150 to 300 trees per acre, depending on surviving density. The 2009 planting
included time - release fertilizer pellets at the time of planting to offset low fertility in the native
soils. The Site had earlier met the interim success criterion of the survival of at least 320 planted
stems per acre after Year 3 monitoring in 23 of 24 plots, and is on track to meet the final
vegetative success criterion of 260 planted stems at after Year 5 monitoring.
Herbaceous vegetation on the site is well established. Estimated percent cover is greater than 95
percent across most of the site and within the plots. A number of common weeds were observed,
but no remedial action is necessary. Hydrophytic herbaceous vegetation is common and includes
switchgrass (Panicum virgatum), deertongue (Dichanthelium clandestinum), barnyardgrass
(Echinochloa crus - galli), giant cane (Arundinaria gigantea), climbing hempvine (Mikania
scandens), Pennsylvania smartweed (Polygonum pensylvanicum), camphor pluchea (Pluchea
camphorate), and sedge (Carex sp.). The presence of these herbaceous wetland plants helps to
confirm the presence of wetland hydrology on the site.
19 December 2010

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Conoconnara Mitigation Site
Final Annual Monitoring Report for 2010 (Year 4)
Table 8. Vegetation Monitoring Summary
Plot
No.
Size
(acres)
Location
Size
(acres)
Baseline
Stems
per
Acre
Year 1
Stems
per
Acre
Year 2
Stems
per
Acre
Year 3
'Stems
per
Acre
Year 4
Stems
per
Acre
1
0.1
Wet Rest.
0.1
580
500
510
670
370
2
0.1
Wet Rest.
0.1
540
340
540
440
440
3
0.1
Wet Rest.
0.1
450
290
570
530
550
4
0.1
Wet Rest.
0.1
550
380
580
540
530
5
0.1
Wet Rest.
0.1
550
380
540
460
540
6
0.1
Wet Rest.
0.1
540
450
520
460
430
7
0.1
Wet Rest.
0.1
610
540
610
610
460
8
0.1
Wet Rest.
0.1
560
390
540
610
570
9
0.1
Wet Rest.
0.1
790
710
600
560
610
10
0.1
Wet Rest.
0.1
650
420
570
610
450
11
0.1
Wet Rest.
0.1
600
470
330
580
660
12
0.1
Wet Rest.
0.1
590
520
430
620
640
13
0.1
Wet Rest.
0.1
540
400
500
550
450
14
0.1
Wet Rest.
0.1
550
470
590
530
490
15
0.1
Wet Rest.
0.1
540
320
590
570
640
16
0.1
Wet Rest.
0.1
560
320
520
550
450
17
0.1
Wet Rest.
0.1
530
390
500
540
580
18
0.1
Wet Rest.
0.1
620
360
570
640
600
19
0.1
Wet Enhancement
0.1
650
540
380
330
310
20
0.05
Riparian
0.05
460
340
320
340
320
21
0.05
Riparian
0.05
820
720
660
700
720
22
0.05
Riparian
0.05
1000
800
680
720
640
23
0.05
Riparian
0.05
960
860
820
800
720
24
1 0.1
1 Riparian
1 0.1
1 610
1 600
1 410
1 390
1 320
Average Stems per Acre
1 619
1 480
1 537
1 556
1 520
5.0 STREAM MONITORING
5.1 STREAM SUCCESS CRITERIA
As stated in the Mitigation Plan, the stream restoration success criteria for the site include the
following:
Cross Sections. The mitigation plan for the Conoconnara project requires ten cross
sections to be monitored on the restored channel. The cross sections were established
during monitoring set -up in evenly distributed pairs of one shallow (riffle) and one pool
per 1,000 linear feet of restored stream. Each cross section will be photographed and
surveyed annually including measurements of floodplain, top of bank, bankfull, edges of
water, and thalweg. In addition, any fluvial features present will be documented.
Longitudinal Profile. Longitudinal profiles will be surveyed in years one through five of
the monitoring period. The length of the measured profile will be at least 3,000 linear
feet. Features measured will include thalweg, inverts of in- stream structures, water
surface, bankfull, and top of low bank. Looking Glass Run is a sand bed channel, and is
expected to have a dynamic bed and profile.
21 December 2010

Conoconnara Mitigation Site
Final Annual Monitoring Report for 2010 (Year 4)
Hydrology. Two crest gauges were installed at the site: one near the upstream end of
Reach 2 (STA 11 +95) and one near the downstream end of Reach 3 (STA 48 +46). Crest
gauges will be checked monthly to document high flows. During the gauge inspections,
any high water marks or debris lines observed will be documented and photographed.
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.
5.2 STREAM MORPHOLOGY MONITORING PLAN
To document the stated success criteria, the following monitoring program was instituted
following construction completion on the Conoconnara Site:
5.2.1 Cross Sections
Two permanent cross sections were installed per 1,000 linear feet of stream restoration work,
with one of the locations being a shallow cross section, and one location being a pool cross
section. Ten permanent cross sections were established across the mitigation site. Each cross
section was marked on both banks with permanent pins to establish the exact transect used.
Permanent cross section pins were surveyed and located relative to a common benchmark to
facilitate easy comparison of year -to -year data. The annual cross section surveys include points
measured at all breaks in slope, including top of bank, bankfull, inner berm, edge of water, and
thalweg. Permanent cross sections for 2010 (Year 4) were surveyed in September 2010.
5.2.2 Longitudinal Profile
A longitudinal profile will be completed each monitoring year. The profile will be conducted for
a length of restored channel at least 3,000 feet in length. Measurements will include thalweg,
water surface, inner berm, bankfull, and top of low bank. A common benchmark will be used
each year to facilitate comparison of year -to -year data.
5.2.3 Hydrology
Two crest gauges were installed on the site to document bankfull events. The gauges are checked
each month. The highest out -of -bank flow event that occurred during the past month is recorded.
The gauge locations are shown on Figure 3.
5.2.4 Photo Reference Stations
Photographs are used to visually document the restoration success. All stream structures and cross
section locations are photographed, as well as any potential problem areas. Photographs are taken
at least once per year. A photo log of the Conoconnara site is included in Appendix D.
5.3 STREAM MORPHOLOGY MONITORING RESULTS
In- stream structures installed within the restored stream included log vanes, log weirs, woody
debris bundles, fords, and root wads. Visual observations of structures throughout the past
growing season have indicated that most structures are functioning as designed. Localized areas
of elevated profile (shallows) have been colonized by wetland plant species due to intermittent
stream flow. One log grade control structure is experiencing minor erosion on the right bank
(Table 9). No corrective actions are recommended at this time, as the channel appears to be
stable.
Photographs were taken throughout the monitoring season to document the evolution of the
restored stream channel (Appendix D). Herbaceous vegetation is dense along the restored stream,
22 December 2010

_i
Conoconnara Mitigation Site
Final Annual Monitoring Report for 2010 (Year 4)
and the live stakes are thriving in most areas. Pools have maintained a variety of depths and
habitat qualities, depending on the location and type of scour features (logs, root wads,
transplants, etc.). During the early portion of the growing season, a consistent stream flow was
observed during monthly site visits. The stream flow waned during the latter part of the growing
season, and the channel was dry during the monitoring survey in September.
Stream observation areas are described in Table 9, and their locations are shown on Figure 8.
Table 9. Stream Observation Areas
SOA
Station,
Feature
-, "Description
Erosion behind right log toe, bed is stable,
1
22 +20
Log Grade Control
bank is vegetated, no repair recommended
5.3.1 Cross Sections
Year 4 cross - section monitoring data for stream stability were collected during September 2010
and compared to the As -Built data and monitoring data from Years 1 through 3. Permanent cross -
sections document the stream dimension at ten locations (Appendix B). The cross - sections show
that there has been little adjustment to stream dimension over the past year. All monitored cross -
sections fell within the quantitative parameters defined for "E" type channels.
5.3.2 Longitudinal Profile
A longitudinal profile survey was conducted in Year 4 (Appendix B). The profile indicated there
has been little adjustment to the stream profile or dimension over the past year. Following
construction, the channel aggraded throughout most of its length, but that channel adjustment has
stabilized.
5.3.3 Hydrology
During 2010, numerous bankfull events on the Site were documented during monthly site visits
using the on -site crest gauges and visual evidence of out -of -bank flow. The largest stream flow
documented by the downstream crest gauge (CG2) was a flow that occurred during April and was
2.0 feet above the bankfull stage at the crest gauge. Both crest gauges recorded readings during
the months of February, March, April, and May. Crest gauge data is provided in Table 10 and in
Appendix C.
23 December 2010

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Conoconnara Mitigation Site
Final Annual Monitoring Report for 2010 (Year 4)
Table 10. Crest Gauge Data
Month
CG1
CG2
January
- --
- --
February
1.3
1.8
March
0.4
0.75
April
1.6
2.0
May
0.5
1.0
June
0.0
0.0
July
0.0
0.0
August
0.0
0.0
September
___
___
October
- --
- --
November
___
___
December
___
15.7
Table 11. Summary of Morphologic Monitoring Parameters
Parameter
As -Built
Year 4
Reach
1
Reach
2
Reach
3
Reach
1
Reach
2
Reach
3
Stream Type
E5
E5
DA
E5
E5
DA
Drainage Area (Ac)
142.0
373.0
562.0
142.0
373.0
562.0
Bankfull Xsec Area, Abkf (sq ft)
14.2
15.1
12.5
10.1
7.2
6.9
Avg. Bankfull Width, Wbkf (ft)
14.5
12.5
12.0
11.5
8.7
9.5
Bankfull W/D
15.7
10.9
11.6
13.6
11.7
13.1
Bankfull Mean Depth, Dbkf (ft)
0.9
1.3
1.0
0.9
0.8
0.8
Bankfull Max Depth, Dmax (ft)
2.0
3.1
2.2
1.6
1.3
1.3
5.4 STREAM CONCLUSIONS
Overall, the Conoconnara stream restoration is functioning as designed. The floodplain and
stream banks are well vegetated with diverse grasses and woody species keeping erosion to a
minimum. One log grade control structure is experiencing minor erosion along the right bank.
Cross sections show some channel constriction and aggradation as the channel stabilizes. No
corrective actions are recommended at this time, as the channel appears to be stable.
25 December 2010

Conoconnara Mitigation Site
Final Annual Monitoring Report for 2010 (Year 4)
6.0 CONCLUSIONS AND RECOMMENDATIONS
• Hydrologic monitoring has shown that wetland hydrology is being achieved throughout
the Site. Ten of 12 gauges recorded successful sub - surface hydroperiods of at least seven
percent of the growing season. The remaining two gauges (AW4 and AW 11) exhibited
sub - surface hydroperiods of three and six percent of the growing season, respectively.
Adjacent surface gauges indicated surface water was present at monitoring gauges AW4
and AW 11 during seven and nine percent of the growing season, respectively. Therefore,
these gauges are considered to have met the hydrologic success criterion. If areas of
concern are identified for the duration of the project, additional monitoring may be
required, or there may be a reduction in credit at close -out of the project. The Site is
performing as designed based on the results of four years of groundwater monitoring.
Hydrologic conditions across the site are variable, supporting the ecological and
functional diversity that makes these systems so valuable.
• The restored stream channel has remained stable, and is providing the intended habitat
and hydrologic functions. All monitored cross sections and profiles for 2010 show little
adjustment in stream dimension. Based on the results of the monitoring over the last four
years, the Site is on track to achieve the stream success criteria specified in the Mitigation
Plan.
• Vegetation monitoring efforts have documented the average number of stems per acre on
the Site to be 520, with a range of 310 to 720 stems per acre. The Site had earlier met the
interim success criterion of the survival of at least 320 planted stems per acre after Year 3
in 23 of 24 plots, and is on track to meet the final success criterion of 260 planted stems
per acre after the Year 5 monitoring period.
• Monitoring of vegetation, stream stability, and hydrology of this Site will continue
through 2011.
26 December 2010

APPENDIX A
As -Built Survey

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APPENDIX D
2010 Site Photos

Appendix D
2010 Site Photos — Stream Observation Areas and General Conditions Photos
Photo #1
SOA Log Grade Control with erosion along left bank. Sta. 22 +20
Photo #2
Log Grade Control, Sta. 11 +10
Conoconnara Mitigation Site
Annual Monitoring Report for 2010 (Year 4)

Appendix D
2010 Site Photos — Stream Observation Areas and General Conditions Photos
Photo #3
Log Toe, Sta. 11 +90
Photo #4
Log Grade Control, Sta. 20 +60
Conoconnara Mitigation Site
Annual Monitoring Report for 2010 (Year 4)

Appendix D
2010 Site Photos — Stream Observation Areas and General Conditions Photos
Photo #5
Log Grade Control, Sta. 26 +90
Photo #6
Rootwad, Sta. 27 +60
Conoconnara Mitigation Site
Annual Monitoring Report for 2010 (Year 4)

Appendix D
2010 Site Photos — Stream Observation Areas and General Conditions Photos
Photo #7
Rootwad, Sta. 31 +60
Photo #8
Log Grade Control, Sta. 34 +80
Conoconnara Mitigation Site
Annual Monitoring Report for 2010 (Year 4)

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Appendix D
2010 Site Photos — Stream Observation Areas and General Conditions Photos
Photo #13
Side Channel, Sta. 46 +50
Photo #14
Log Grade Control, Sta. 48 +70
Conoconnara Mitigation Site
Annual Monitoring Report for 2010 (Year 4)

Appendix D
2010 Site Photos — Stream Observation Areas and General Conditions Photos
Photo #15
Log Grade Control, Sta. 50 +10
Photo #16
Ford, Sta. 50 +70
Conoconnara Mitigation Site
Annual Monitoring Report for 2010 (Year 4)

Appendix D
2010 Site Photos — Conoconnara Vegetation Plot Photos
Vegetation Plot #1
Vegetation Plot #2
Conoconnara Mitigation Site
Annual Monitoring Report for 2010 (Year 4)

Appendix D
2010 Site Photos — Conoconnara Vegetation Plot Photos
Vegetation Plot #3
Vegetation Plot #4
Conoconnara Mitigation Site
Annual Monitoring Report for 2010 (Year 4)

Appendix D
2010 Site Photos — Conoconnara Vegetation Plot Photos
Vegetation Plot #5
Vegetation Plot #6
Conoconnara Mitigation Site
Annual Monitoring Report for 2010 (Year 4)

Appendix D
2010 Site Photos — Conoconnara Vegetation Plot Photos
Vegetation Plot #7
Vegetation Plot #8
Conoconnara Mitigation Site
Annual Monitoring Report for 2010 (Year 4)

Appendix D
2010 Site Photos — Conoconnara Vegetation Plot Photos
Vegetation Plot #9
Vegetation Plot #10
Conoconnara Mitigation Site
Annual Monitoring Report for 2010 (Year 4)

Appendix D
2010 Site Photos — Conoconnara Vegetation Plot Photos
Vegetation Plot #11
Vegetation Plot #12
Conoconnara Mitigation Site
Annual Monitoring Report for 2010 (Year 4)

0
Appendix D
2010 Site Photos — Conoconnara Vegetation Plot Photos
Vegetation Plot #13
Vegetation Plot #14
Conoconnara Mitigation Site
Annual Monitoring Report for 2010 (Year 4)

A
Appendix D
2010 Site Photos — Conoconnara Vegetation Plot Photos
Vegetation Plot #15
Vegetation Plot #16
Conoconnara Mitigation Site
Annual Monitoring Report for 2010 (Year 4)

0
Appendix D
2010 Site Photos — Conoconnara Vegetation Plot Photos
Vegetation Plot #17
Vegetation Plot #18
Conoconnara Mitigation Site
Annual Monitoring Report for 2010 (Year 4)

0
Appendix D
2010 Site Photos — Conoconnara Vegetation Plot Photos
Vegetation Plot #19
Vegetation Plot #20
Conoconnara Mitigation Site
Annual Monitoring Report for 2010 (Year 4)

f
Appendix D
2010 Site Photos — Conoconnara Vegetation Plot Photos
Vegetation Plot #21
Vegetation Plot #22
Conoconnara Mitigation Site
Annual Monitoring Report for 2010 (Year 4)

w
Appendix D
2010 Site Photos — Conoconnara Vegetation Plot Photos
Vegetation Plot #23
Vegetation Plot #24
Conoconnara Mitigation Site
Annual Monitoring Report for 2010 (Year 4)