20071055 Ver 1_Mitigation Plans_20080715

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MITIGATION PLAN (FINAL)
CUTAWHISKIE CREEK STREAM AND WETLAND RESTORATION SITE
HERTFORD COUNT, NORTH CAROLINA
CHOWAN RIVER BASIN CATALOGING UNIT 03010204
CONTRACT NUMBER D06066-A
PREPARED FOR:
r;N-
-4j
?cosstem
PROGRAM
NCDENR - ECOSYSTEM ENHANCEMENT PROGRAM
1652 Mail Service Center
Raleigh, North Carolina 27699-16152
7
May 2008
D
JUL. 1 5 2008
DENR NMER QUALITY
WE PIANDS AND STORMWATER BRANCH
RECEIVED
MAY G R 2008
NC ECOSYSTEM
ENHANCEMENT PROGRAM
MITIGATION PLAN (FINAL)
CUTAWHISKIE CREEK STREAM AND WETLAND RESTORATION SITE
HERTFORD COUNT, NORTH CAROLINA
CHOWAN RIVER BASIN CATALOGING UNIT 03010204
CONTRACT NUMBER D06066-A
PREPARED BY:

RESTORATION SYSTEMS, LLC
Project Manager: Worth Creech
1101 Haynes Street, Suite 211
Raleigh, North Carolina 27604
Tel [phone] Fax [phone]
AND
EcoScience
ECOSCIENCE CORPORATION
Project Manager: Jens Geratz
1101 Haynes Street, Suite 101
Raleigh, North Carolina 27604
Tel [phone] Fax [phone]

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EXECUTIVE SUMMARY
The North Carolina Ecosystem Enhancement Program (NCEEP) circulated a request for proposals (RFP)
for stream and wetland restoration in the Chowan River Basin. In response to the RFP, Restoration
Systems, LLC (RS) is providing approximately 3375 stream mitigation units and 12.3 riparian wetland
restoration units at the Cutawhiskie Creek Restoration Site (hereafter referred to as the Site). The Site,
which is in the Chowan River Basin (Cataloguing Unit 03010204), is located approximately 9 miles
southwest of Murfreesboro (36.3292N, 77.1645W [NAD271) (Figure 1, Appendix A) in Hertford County,
North Carolina. The Site, which is delimited by a conservation easement, encompasses approximately
22.9 acres. The Site is positioned within the floodplains at the confluence of Cutawhiskie Creek and an
unnamed tributary to Cutawhiskie Creek (UT). Prior to restoration activities, the Site included
approximately 2593 feet of Cutawhiskie Creek, approximately 2080 linear feet of the UT, and
approximately 13 acres of restorable wetlands.
Pre-Construction Site Conditions
Cutawhiskie Creek and the UT were dredged in the mid-1960s in accordance with historic
agricultural/silvicultural management practices. Impacts resulting from stream alteration include bank
erosion, channel incision, and loss of characteristic riffle/pool complex morphology. Natural vegetation
within adjacent areas, including stream buffers zones, was removed throughout much of the Site. The
floodplain was impacted by deforestation and groundwater draw-down from stream channel dredging
activities. A significant increase in nutrient and sediment loading has resulted from these site
modifications, and adjacent wildlife habitats have been eliminated or fragmented.
The primary restoration features within the Site include the UT and approximately 13 acres of drained
hydric soils within degraded wetlands. The UT has been dredged and straightened, such that it no longer
retained stable dimension, pattern, and profile. The presence of hydric soils indicates that riparian
wetlands were adjacent to Cutawhiskie Creek and the UT prior to anthropogenic channel impacts.
Channel alteration had resulted in hydrologic modifications that effectively drained most of the adjacent
wetlands.
Restoration Plan
A restoration plan was developed to restore the historic stream and wetland functions that existed at the
Site prior to dredging and forest removal. Site restoration activities included the excavation of a new
stream channel, floodplain excavation, removal of stumps and debris, existing channel backfilling and on-
site drainage ditch removal, and final grading and soil preparation within the adjacent floodplain. These
activities were proposed to reintroduce surface water flood hydrodynamics from a 0.9-square mile
watershed along the newly restored length of stream and floodplain. The new channel was constructed to
reflect regional stream characteristics and accommodate bankfull flows. Characteristic wetland soil
features, groundwater wetland hydrology, and hydrophytic vegetation communities are expected develop
in areas adjacent to the constructed channel. Wetland and adjacent slope soil surfaces were restored and
the Site reforested to riparian and upland slope hardwood communities. Plant community associations
were designed to mimic various communities described by Schafale and Weakley (1990), including
Coastal Plain Levee Forest, Cypress-Gum Swamp, Mesic-Mixed Hardwood Forest, and Coastal Plain
Small Stream Swamp.
DENR Contract No. D06066-A ii Cutawhiskie Creek Restoration Site
Post-Construction Site Conditions
On-site restoration activities provide the following project mitigation units (see Tables 1 and 2 and
Figure 2 [Appendix A] for additional details):
• 3418 Stream Mitigation Units (SMU)
¦ Priority 1 Stream Restoration: 2540 linear feet (2540 SMU)
¦ Passive Stream Restoration (braided channel): 359 linear feet (359 SMU)
¦ Stream Preservation: 2593 linear feet (519 SMU)
• 12.5 Riparian Wetland Mitigation Units (WMU)
¦ Riparian Wetland Restoration: 11.9 acres (11.9 WMU)
¦ Riparian Wetland Enhancement: 1.1 acres (0.6 WMU)
Numerous ecological benefits are anticipated as a result of on-site restoration activities. Stream channel
restoration will reintroduce stable bankfull dimension, pattern, and profile along restored stream reaches,
which is expected to greatly enhance lotic habitat quality and stream function. Floodplain excavation
adjacent to restored streams will restore the characteristic flood regime as well as provide a lateral
hydrologic input to restored wetland areas adjacent to the UT and within the greater Cutawhiskie Creek
floodplain. Restored and enhanced wetland areas will help to improve water quality via nutrient removal,
increase local vegetative biodiversity, provide wildlife habitat, and serve as a forested corridor, linking
the Site with adjacent forested areas.
Monitoring Plan
In order to ensure the Site meets regulatory stream and wetland restoration/enhancement monitoring
criteria including stream geomorphology, hydrology, and vegetation will be monitored annually for five
years or until success criteria has been achieved.
A longitudinal profile and permanent cross-sections were established to monitor the newly constructed
reach of stream channel. Success criteria for stream restoration will include 1) successful classification of
enhanced reaches as functioning systems (Rosgen 1996), and 2) channel stability indicative of a stable
stream system.
Site groundwater hydrology within wetland restoration areas will be monitored by five (5) auto-logging
monitoring gauges. Gauges will be downloaded monthly throughout the growing season. Hydrologic
success criteria will be achieved by gauges registering groundwater levels within the upper 12 inches of
the soil surface for a minimum number of consecutive days corresponding to at least 12.5 percent of the
growing season in Hertford County under normal annual precipitation.
In order to monitor planted vegetation (i.e., bare root seedlings), vegetation monitoring plots have been
established within planted portions of Site restoration and enhancement areas. Site vegetation will be
monitored in accordance with the guidelines and procedures developed by the Carolina Vegetation
Survey (CVS) (CVS-EEP Protocol for Recording Vegetation, Level 1-2 Plot Sampling Only,
Version 4.0, 2006). Stem counts of planted species as well as an assessment of planted stem survivability
will be performed annually. Vegetative monitoring success criteria will be achieved by plot data
indicating an average number of planted stems per acre exceeding 320 stems/acre after the third year of
monitoring and 260 stems/acre after the fifth and final year of project monitoring.
DENR Contract No. D06066-A iii Cutawhiskie Creek Restoration Site

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TABLE OF CONTENTS
EXECUTIVE SUMMARY .......................................................................................................................... ii
1.0 INTRODUCTION ........................................................................................................................... 1
2.0 RESTORATION SUMMARY ........................................................................................................ 2
2.1 Project Mitigation Goals ..................................................................................................... 2
2.2 Restoration Approach ......................................................................................................... 3
2.2.1 Stream Restoration ................................................................................................. 3
2.2.2 Floodplain Excavation ........................................................................................... 4
2.2.3 Floodplain Preparation and Grading ...................................................................... 4
2.2.4 Stream Channel Construction ................................................................................ 4
2.2.5 Plugs and Backfill of Abandoned Channel ............................................................ 4
2.2.6 Log Weir Outlet Structures .................................................................................... 4
2.2.7 Riparian Wetland Restoration and Enhancement .................................................. 5
2.2.8 Plant Community Restoration ................................................................................ 5
3.0 MONITORING PLAN .................................................................................................................... 5
3.1 Stream Channel ................................................................................................................... 5
3.2 Groundwater Hydrology ..................................................................................................... 6
3.3 Vegetation ........................................................................................................................... 6
4.0 MAINTENANCE AND CONTINGENCY PLAN ......................................................................... 6
4.1 Stream Contingency Measures ........................................................................................... 6
4.2 Hydrology Contingency Measures ..................................................................................... 7
4.3 Vegetation Contingency Measures ..................................................................................... 7
5.0 REFERENCES ................................................................................................................................ 7
APPENDICES .............................................................................................................................................. 8
APPENDIX A: Figures
APPENDIX B: As-built Plans
APPENDIX C: As-built Photos
LIST OF FIGURES
' Figure 1: Site Location
Figure 2: Stream and Wetland Mitigation Units
Figure 3A-B: Monitoring Plan

DENR Contract No. D06066-A iv Cutawhiskie Creek Restoration Site
MITIGATION REPORT
CUTAWHISKIE CREEK STREAM AND WETLAND RESTORATION SITE
HERTFORD COUNT, NORTH CAROLINA
CHOWAN RIVER BASIN CATALOGING UNIT 03010204
1.0 INTRODUCTION
Restoration Systems, LLC (RS) has completed stream and wetland restoration construction activities at
the Cutawhiskie Creek Stream and Wetland Restoration Site (Site) as stipulated under an agreement with
the North Carolina Ecosystem Enhancement Program (NCEEP). The project provides full delivery of
12.3 riverine (riparian) wetland units and 3375 stream mitigation units for the Chowan River Basin
(Cataloging Unit 03010204). The Site is located approximately 9 miles southwest of Murfreesboro
(36.3292N, 77.1645W [NAD271) (Figure 1, Appendix A) in Hertford County, North Carolina. The Site
encompasses approximately 22.9 acres of primary and secondary floodplain associated with Cutawhiskie
Creek and an unnamed tributary (UT). Prior to restoration activities, the Site included approximately
2790 feet of Cutawhiskie Creek, approximately 2080 linear feet of the UT, and approximately 13.3 acres
of restorable wetlands.
Cutawhiskie Creek is a third-order stream that is approximately 40 feet wide and 9 feet deep through the
on-site reach (Figure 1 and 2, Appendix A). Cutawhiskie Creek was dredged along its entire length in the
mid-1960s in accordance with historic agricultural/silvicultural management practices. The side-cast
material from dredging activities lines both banks of Cutawhiskie Creek, creating levees approximately
3 to 4 feet in height. The levees are vegetated with mature bottomland hardwood species.
The UT is a first order stream that had also been dredged and straightened, such that it no longer retained
stable dimension, pattern, and profile. Prior to construction, side-cast material (spoil piles) from dredging
lined the west bank of the channel. The UT varied in depth from approximately 5 feet at the northern-Site
boundary to approximately 8 feet at the confluence with Cutawhiskie Creek. Due to its high level of
incision, large flooding events were confined within the channel. These high-energy flows which
historically would be dissipated within the adjacent floodplain exerted high shear stress on stream banks
and intensified erosion.
The headwaters of the UT extends approximately one mile northwest of the Site just north of SR 1158 on
the Hertford/Northampton County border. Land-use within the unnamed tributary's approximate 0.9-
square mile watershed is comprised primarily of agriculture (row crops), forest (typically pine plantation),
and light residential. Land-use within the Cutawhiskie Creek watershed, comprising approximately
18.2 square miles at the Site outfall, is similar, with a higher proportion of light residential and limited
commercial and light industrial land-uses.
DENR Contract No. D06066-A 1 Cutawhiskie Creek Restoration Site 1

The table below provides summary information of the two major drainage features present within the Site
prior to restoration activities.
Pre-Construction Site Stream Channel Conditions
Stream Type Drainage Area Stream Order Extent within Site
Stream
(Rosgen 1996)
at Site (mi)
(per USGS)
(linear feet)
UT to Cutawhiskie Creek G5 0.9 151 2,080
Cutawhiskie Creek F5 18.2 3 rd 2,790
The Site restoration effort included stream channel restoration and preservation, and riparian wetland
' restoration and enhancement. Priority 1 stream restoration performed along the UT was achieved by
excavating an appropriately sized bankfull channel on new location. The new stream was excavated
along the existing floodplain such that the stream's bankfull elevation corresponded to the existing
' floodplain grade. Some floodplain excavation was required in the upper reaches of the Site to reconnect
the stream with the historic floodplain. This excavation minimized the hydrologic impacts upstream and
provides quicker flood dissipation in periods of high flow. Flow from the restored stream channel has
' been directed into the lower floodplain portions of the Site to provide a perennial source of surface and
groundwater recharge to the area. Swales and depression have been connected as necessary to facilitate
passive channel redevelopment on a historic alluvial fan location.

Wetland restoration was achieved by plugging and backfilling the abandoned stream channel thereby
reducing groundwater withdrawal rates and reconnecting surface water flood hydrodynamics for
sufficient periods of time to achieve jurisdictional wetland hydrology. Restored wetland areas have been
planted with the appropriate suite of native hardwood species to emulate Coastal Plain Small Stream
Swamp and Cypress-Gum communities described by Schafale and Weakley (1990). Wetland
enhancement was achieved by performing plantings within deforested jurisdictional wetland areas.
On-site restoration activities provide the following project mitigation units (see Tables 1 and 2 and
Figure 2 [Appendix A] for additional details):
¦ 3418 Stream Mitigation Units (SMU)
¦ Priority 1 Stream Restoration: 2540 linear feet (2540 SMU)
¦ Passive Stream Restoration (braided channel): 359 linear feet (359 SMU)
¦ Stream Preservation: 2593 linear feet (519 SMU)
¦ 12.5 Riparian Wetland Mitigation Units (WMU)
¦ Riparian Wetland Restoration: 11.9 acres (11.9 WMU)
¦ Riparian Wetland Enhancement: 1.1 acres (0.6 WMU)
2.0 RESTORATION SUMMARY
2.1 Project Mitigation Goals
The restoration concepts developed for the Site follow a watershed approach for stream and wetland
t design. Therefore, planning took into account the surrounding land-use and management practices that
DENR Contract No. D06066-A 2 Cutawhiskie Creek Restoration Site

could realize additional benefits from having an adjacent restoration project in-place. This concept
subscribes to the restoration of all ecosystems located within the Site including upland plant communities.
Restoration of land form in all areas that fit within the restoration scheme was therefore incorporated into
the plan. Restoration activities are expected to provide the following stream and wetland mitigation units.
2.2 Restoration Approach
Site restoration activities included stream restoration and preservation and wetland restoration and
enhancement. Stream and wetland preservation did not involve active restoration activities and thus is not
detailed below; however, Site preservation totals are summarized in Table 1 and depicted on Figure 2
(Appendix A). As-built plans are provided in Appendix B.
Table 1: Prnipct Mitiuatinn Strnefiire nnrd nhiPrtivPs
Mitigation Units
Project Segment Mitigation Linear Footage (LF)
or Reach ID Type Approach or Acreage AC Stationing Comment
UT to Cutawhiskie Creek

(active restoration) R PI 2,540 LF 0+00-25+40
Passive restoration
UT to Cutawhiskie Creek through floodplain not

(passive restoration) R NA 359 LF NA stationed. Braided
reach measured as
straight line distance
2593 LF actual design
Stream Preservation P NA 519 LF NA units, however only
(Cutawhiskie Creek) 20 percent is available
for SMU
Riparian Wetland Restoration R NA 11.9 AC NA
1.1 AC actual design
Riparian Wetland
WE
NA
0
6 AC
NA units, however only
Enhancement . 0.6 LF available as
WMU
R = Restoration PI = Priority I
P = Preservation NA = Not applicable
WE = Wetland Enhancement
2.2.1 Stream Restoration
Stream restoration efforts using Priority 1 methodology (Rosgen 1996) were designed to restore a highly
degraded stream channel with a stable, meandering stream that approximates the hydrodynamics and
stream geometry relative to natural conditions in the Coastal Plain region. Primary activities designed to
restore the channel on a new location included floodplain excavation, floodplain preparation and stake
out, stream construction, followed by the plugging and backfilling of the existing channel.
Stream restoration activities are designed to restore the former entrenched UT channel with
approximately 2540 linear feet of a stable E-type channel configuration. Restoration of this channel will
reduce sediment and nutrient loading, introduce natural flooding frequencies within the floodplain,
DENR Contract No. D06066-A 3 Cutawhiskie Creek Restoration Site
1-1
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increase in-stream habitat including pools and associated micro-habitat, and lower water temperatures
' resulting from the shading by planted vegetation.
2.2.2 Floodplain Excavation
A new floodplain was excavated in the upper reaches of the Site in order to reconnect the stream with the
historic floodplain at an appropriate elevation, and thereby minimizing hydrologic impacts upstream and
providing more rapid flood dissipation in periods of high flow. Excess material from the floodplain
' excavation was stockpiled on-site and used to backfill the existing stream channel and the on-site
drainage ditch. The resulting floodplain will provide a relatively level surface that is expected to develop
and provide wetland functions. Planting of the floodplain with native vegetation is expected to quickly
' stabilize and help reduce flow velocities in floodwaters, filter pollutants, and provide wildlife habitat.
2.2.3 Floodplain Preparation and Grading
' Preparation of the floodplain and corresponding stream channel corridor included 1) clearing and
grubbing stumps and woody debris, 2) minor grading, and 3) plugging and backfilling the on-site
drainage ditch. The excavated stumps and woody debris collected as a result of the floodplain preparation
' were windrowed and burned on-site. Excess material from grading was stockpiled immediately adjacent
to the existing stream channel and used as backfill after stream diversion was completed. Following
stream diversion all spoil piles areas were graded to the floodplain elevation as specified in the plans.
' i
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Following the floodplain preparation activities, the new channel was constructed to the average width,
' depth, and cross-sectional area derived from reference streams and regional curves. Stream banks and
local belt-width area of constructed channels were immediately matted with coir fiber matting and seeded
with temporary grasses. At the completion of channel construction the abandoned channel was plugged
and filled with the material from stockpiles soils.
2.2.5 Plugs and Backfill of Abandoned Channel
' Following stream diversion, impermeable plugs were installed at regular intervals along the abandoned
channel. The plugs consisted of impermeable soils excavated from the adjacent floodplain surface. The
remaining portions of the abandoned channel were backfilled using the adjacent spoil material. The
' backfilled channel sections were filled, compacted, and graded to the approximate elevation of the
adjacent floodplain surface.
2.2.6 Log Weir Outlet Structures
Flows from the constructed stream channel dissipate within the floodplain of Cutawhiskie Creek, several
feet above the normal water elevation. It is anticipated that the regular flows from the constructed stream
' channel will rehydrate the hydric soils adjacent to Cutawhiskie Creek. Reducing drainage outflows while
conserving water during the growing season is the primary aim for wetland restoration in this area. In
order to regulate water from these wetlands into Cutawhiskie Creek, log weir water outlet structures were
' constructed along the river levee at three locations. The log weir outlets are constructed of multiple, large
diameter logs which have been tied together to form a confinement structure that will protect, reinforce,
and restrain vegetation, thereby controlling down-slope movement due to hydrodynamic and gravitational
forces.
' DENR Contract No. D06066-A 4 Cutawhiskie Creek Restoration Site

2.2.7 Riparian Wetland Restoration and Enhancement
The removal of the dredged stream and on-site drainage ditch is expected to restore approximately
11.9 acres of riparian wetlands. These restoration activities should significantly reduce groundwater
withdrawal rates and reconnect surface water flood hydrology from an approximately 0.9 square mile
watershed onto the floodplain adjacent to approximately 2540 linear feet of Priority 1 stream restoration.
Riparian wetland enhancement is expected to occur within 1.1 acres, where jurisdictional status has been
verified or in hydric soil areas where wetland models have not indicated wetland loss. Numerous
hydrodynamic and riparian hydrodynamic and biogeochemical functions will be restored, including
pollutant removal, organic carbon export, sediment retention, nutrient cycling, flood storage, and energy
dissipation. Biological functions associated with the riparian system, including in-stream aquatic habitat,
structural floodplain habitat, and interspersion and connectivity between the restored stream, floodplain,
and adjacent uplands, will also be restored.
2.2.8 Plant Community Restoration
Restoration of riparian and upland buffer forest communities will provide habitat for area wildlife and
allow for the development and expansion of characteristic forest species across the landscape. Ecotonal
changes between community types contribute to diversity and provide secondary benefits, such as
enhanced feeding and nesting opportunities for mammals, birds, amphibians, and other wildlife. Plant
community restoration within the Site included the planting of approximately 17,375 bare-root specimens
consistent with reference data, on-site observations, and community descriptions (Schafale and
Weakley 1990).
Revegetating the floodplain and stream banks will provide stream bank stability, shade, cool surface
waters, filter pollutants from adjacent runoff, and provide habitat for area wildlife. Scarification of all
planting surfaces was provided prior to planting.
3.0 MONITORING PLAN
In order to ensure the Site meets regulatory stream and wetland restoration monitoring criteria, each
parameter on-site will be monitored annually for five (5) years or until success criteria has been achieved.
Refer to Figures 3A and 3B (Appendix A) for monitoring plan details. As-built plan sheets are provided
in Appendix B.
3.1 Stream Channel
To ensure stable bankfull dimension, pattern, and profile along the restored channel, annual stream
assessment surveys will be undertaken. A longitudinal profile survey along the entirety of the UT has
been established to verify stream profile stability. Six stream channel cross-sections have also been
established to monitor any potential instability and adverse changes in channel geometry (see Figures 3A
and 3B [Appendix A] for cross-section locations). Measured parameters for future monitoring work will
include cross-sectional area, bankfull width, average and maximum bankfull depth, width-to-depth ratio,
and substrate size class distribution. Longitudinal profiles and cross-sections will be surveyed annually
throughout the 5-year project monitoring period. Channel geomorphic data will be analyzed and
presented in the Site's Annual Monitoring Reports. Success criteria for stream restoration and Level 1
DENR Contract No. D06066-A 5 Cutawhiskie Creek Restoration Site

enhancement will include 1) successful classification of the reach as a functioning system (Rosgen 1996),
and 2) channel stability indicative of a stable stream system.
Photo points have been established in conjunction with channel cross-sections to further document
' stability. Additional photo points may be added so that any potential areas of instability will be
documented and addressed with remedial maintenance measures. As-built photos points are shown on
Figure 3A-B. As-built photos are provided in Appendix C.
' 3.2 Groundwater Hydrology
Five (5) auto-logging groundwater monitoring gauges have been installed in wetland restoration areas
' (see Figure 3A-B [Appendix A] for monitoring gauge locations). Gauges will be downloaded monthly
throughout the growing season. Hydrologic success criteria will be achieved by registering groundwater
levels within the upper 12 inches of the soil surface for a minimum number of consecutive days
' corresponding to at least 12.5 percent of the growing season in Hertford County under normal annual
precipitation. Exceptions will be made if monitoring gauges do not achieve success criteria during
documented Site drought conditions.
3.3 Vegetation
Vegetation monitoring (10 X l0m) plots have been established to monitor planted vegetation within Site
restoration and enhancement areas. Site vegetation will be monitored in accordance with the guidelines
and procedures developed by the Carolina Vegetation Survey (CVS) (CVS-EEP Protocol for Recording
Vegetation, Level 1-2 Plot Sampling Only, Version 4.0, 2006). Established vegetation monitoring plot
' locations are displayed on Figures 3A-B (Appendix A). Plots will be monitored annually, and a stem
count of planted species as well as an assessment of survivability of planted stems will be performed.
Vegetative monitoring success will be achieved by plot data indicating an average number of planted
' stems per acre exceeding 320 stems/acre after the third year of monitoring and 260 stems/acre after the
fifth and final year of project monitoring.
' 4.0 MAINTENANCE AND CONTINGENCY PLAN
Restored areas within the Site will be inspected and monitored for a five year monitoring period or until
success for all parameters are achieved. Identified problem areas will be noted, photographed, and
reported in the yearly monitoring reports. Problem areas may be discussed with EEP staff to determine if
remedial maintenance measures should be undertaken.
4.1 Stream Contingency Measures
Stream contingency measures may include but is not limited to 1) structure repair or implementation,
' 2) repair of dimensions, pattern, or profile variables, and 3) bank stabilization. The method of
contingency is dependent upon stream variables that are not in compliance with success criteria. Primary
concerns, which may jeopardize stream success, include failure to a log weir outlet, headcut migration
' through the Site, or bank erosion.

DENR Contract No. D06066-A 6 Cutawhiskie Creek Restoration Site

Log Weir Failure
In the event that the log weir outlet structures are compromised, the affected structure(s) will be repaired,
maintained, or replaced. Once the structure is repaired or replaced, it must function as a water
confinement structure that will protect, reinforce, and restrain vegetation, thereby controlling down-slope
movement due to hydrodynamic and gravitational forces.
Headcut Migration
In the event that a headcut occurs within the constructed stream, provisions for impeding the headcut
migration and repairing damage caused by the headcut will be implemented. Headcut migration may be
impeded through the installation of in-stream grade control structures or restoring stream geometry
variables until stability is achieved. Channel repairs to stream geometry may include backfilling portions
of the channel with coarse channel bed material and stabilization of banks with erosion control matting,
vegetation transplants, or live stakes.
4.2 Hydrology Contingency Measures
Target hydrological characteristics include saturation or inundation for a minimum of 12.5 percent of the
growing season during average climatic conditions. In some instances, the regulatory wetland
hydroperiod may include areas that are saturated between 5 and 12.5 percent of the growing season. If
wetland parameters are marginal as indicated by vegetation and hydrology monitoring, a jurisdictional
determination will be performed in the questionable areas.
Hydrological contingency may require consultation with hydrologists, EEP, and regulatory agencies if
wetland hydrology restoration is not achieved. Ground surface modifications, including construction of
ephemeral pools, represent a likely mechanism to increase the floodplain areas that supports jurisdictional
wetlands.
4.3 Vegetation Contingency Measures
If vegetation success criteria are not achieved for the planted stem/acre density calculations from
combined sample plot data, supplemental plantings will be performed with native tree species approved
by the appropriate regulatory agencies (i.e., EEP, United States Army Corps of Engineers, and North
Carolina Division of Water Quality). Supplemental plantings will be performed as needed until
vegetative success criteria are achieved.
5.0 REFERENCES
Rosgen, D. 1996. Applied River Morphology. Wildland Hydrology. Pagosa Springs, Colorado
Schafale, M. P. and A. S. Weakley. 1990. Classification of the Natural Communities of North Carolina:
Third Approximation. North Carolina Natural Heritage Program, Division of Parks and
Recreation, N.C. Department of Environment, Health, and Natural Resources. Raleigh, North
Carolina.
DENR Contract No. D06066-A 7 Cutawhiskie Creek Restoration Site

L

APPENDICES
I DENR Contract No. D06066-A 8 Cutawhiskie Creek Restoration Site
APPENDIX A: FIGURES
DENR Contract No. D06066-A Appendix A Cutawhiskie Creek Restoration Site
CHOWAN RIVER BASIN
(0003010204)
----------------------------------
SITE LOCATION
CUTAWHISKIE CREEK
RESTORATION SITE
E A-in
ionul /
MITIGATION PLAN
AD Divisi
Hertford County, North Carolina
uwn. by: I.Ka by: FIGURE
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Date:
MARCH 2008
Scale:
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APPENDIX B: AS-BUILT PLANS

1

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APPENDIX C: AS-BUILT PHOTOS
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