20140422 Ver 1_Mitigation Plans_20140422

To: Eric Kulz, NC DWR
From: Heather Smith, Project Manager, EEP
RE: Draft Final Mitigation Plan
Hudson
EEP Project #: 95361
Tar Pamlico 03020104, Beaufort County
Date: April 10, 2014
Here are two hardcopies of the Draft Final Mitigation Plan for the Hudson Stream Restoration Project for
your review. This document was posted on the EEP Portal, April 8, 2014. Please forward to the
appropriate DWR Field Representative for their review.
APR222014?

MITIGATION PLAN
Hudson Property
Beaufort County, North Carolina
EEP Project #: 95361
Contract #: 004638
USACE Action ID: SAW- 2012 -01394
Tar - Pamlico River Basin
CU: 03020104 / TLW: 03020104010010
Prepared for:
Ellia ol �enlent
PROGRAM
NC Department of Environment and Natural Resources
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699 -1652
Revised March 7, 2014
201 40422
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NCEEP Mitigation Template version 2.2 — 0610812012

MITIGATION PLAN
Hudson Property
Beaufort County, North Carolina
EEP Project #: 95361
Contract #: 004638
USACE Action I D: SAW- 2012 -01394
Tar - Pamlico River Basin
CU: 03020104 / TLW: 03020104010010
Prepared for:
-atem
PROGRAM
NC Department of Environment and Natural Resources
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699 -1652
Prepared by:
Albemarle Restorations, LLC
P.O. Box 176 — Fairfield, NC 27826
p (252) 333 -0249 f (252) 926 -9983
NCEEP Mitigation Template version 2.2 — 0610812012

EXECUTIVE SUMMARY
This mitigation plan has been written, in conformance with the requirements of the following
Federal rule for compensatory mitigation project sites as described in the Federal Register
Title 33 Navigation and Navigable Waters Volume 3 Chapter 2 Section § 332.8
paragraphs (c)(2) through (c)(14)
• NCDENR Ecosystem Enhancement Program In- Lieu'Fee Instrument signed and dated July
28, 2010
These documents govern NCEEP operations and procedures for the delivery of compensatory mitigation
The 'North Carolina Department of Environment and Natural Resources Ecosystem Enhancement
Program has selected 13 4 acres of land positioned in the Tar-Pamlico river basin cataloging unit
03020104, for stream restoration to fulfill a portion of the Request for Proposals' (RFP) Full Delivery
Project Tar - Pamlico River Basin, RFP 16- 004106 The RFP and subsequent contract(s) awarded by EEP
provide compensatory stream, wetland and /or buffer mitigation within the Tar - Pamlico River Basin,
Cataloging Unit 03020104. Albemarle Restorations, LLC entered into a contract with the State of North
Carolina on June 12, 2012 to deliver 2,700 stream mitigation units on the Hudson project site. An option
to purchase a conservation easement has been signed and recorded on the 13 4 acres encompassing
thi's project on July 26, 2011 at the Beaufort County Tax Office and Register of Deeds (Appendix A)
Albemarle Restorations, LLC proposes to restore 2,700 linear feet of stream (2,700 Stream Mitigation
Units) on the 'Hudson Property, located within the northeast quadrant of the intersection between
Route 17 and Route 1127 (Possum Track Road) in Beaufort County, North Carolina. The project is
comprised of 13.4 acres of agricultural land situated approximately 6 miles.southeast of the Chocowinity°
Bay and Pamlico River confluence and 4 4 miles north of the Beaufort and Craven County line.
The site contains unnamed 1st, 2nd and 3rd order tributaries that drain to Horse Branch which is located
within the Chocowinity Creek watershed (USGS Cataloging Unit 03020104010010) The Chocowinity
Creek watershed has been added as a TLW for,the Tar - Pamlico River Basin according to ,the "Tar - Pamlico
River Basin Restoration Priorities" draft document by NCEEP (dated: October, 2010). Historic aerial
photographs show evidence of the natural headwater streams that were cleared and channelized for
agriculture production
NCEEP Mitigation Template version 2 2 — 0610812012

TABLE OF CONTENTS
1 RESTORATION PROJECT GOALS AND OBJECTIVES.. :.: _: _ ......
... .......1
2 SITE SELECTION .. .............. .. . ...-...
. . 2
2 1 Directions to Site - .. .... ....... .......................
...... ...... 2
2.2 Site Selection ............... .. ........
:. 2
3 SITE PROTECTION INSTRUMENT.... . ..... . ............. .
...... 3
3 1 Site Protection Instrument Summary Information. .......
3
3.2 Site Protection Instrument Figure.... ..............
................4
4. BASELINE INFORMATION ............... .. . ............. ..:
5
4.1 Project Watershed Summary Information.. ........
5
4 2 Reach Summary Information .. ............
:. 5
4 3 Regulatory Considerations .. . ... ......
5
5 DETERMINATION OF CREDITS .
6
6 ,CREDIT' RELEASE SCHEDULE .. ...... . .........................
.. ............. .7
6 1 Initial Allocation of Released,Credits ..... .. ..............
...7
6 2 Subsequent Credit Releases .............. ............................ . ......
.8
7 MITIGATION WORK PLAN ..................... :.:....
............ .. .'8
7 1 Target Stream Type(s) and Plant Communities
...,8
7.2 Design Methodology....... .........
9
7.3 Reference Reach .......... ... .......... .........
7 4 Design Parameters ......................... ..
....... .. .... .10
7 5 Narrative of Data Analysis........:..., . .. ....... ......... I ........... .. .............
.. 12
7 5.1 Hydrology ... .... ................... .............. ....
12
7.5.2 Hydraulics .
12
8 MAINTENANCE PLAN ......
12
9 PERFORMANCE STANDARDS . - ............
.... ....... .... . 13
9 1 Stream Restoration Hydrology Performance Standards
........ 13
9 1.1 Headwater System (Reach 5) ...... . ... ...
13
9.12 Single Thread Channels (Reaches 1- 4,)'.. . . .......................
..............14
9 2 Stream Channel Restoration Stability Performance Standards... ......
. ................ 14
,9 2.1 Headwater System (Reach 5) ........ ........... ..............
.......... . 14
9 2 2 Single Thread Channels (Re "aches 1- 4) .: ...................... . .
- 14
9 3 Planted Vegetation Performance Standards (Stream Buffer Areas) ...
.-14
NCEEP Mitigation Template version -2 2 — 0610812012

10. MONITORING REQUIREMENTS .............................................................................. ............................... 14
10.1 General Stream and Wetland Monitoring Requirements ................................ ............................... 15
10.2 Stream Channel Surface Water Hydrology Monitoring Requirements (Reach 5) ..........................16
10.3 Stream Surface Water Hydrology Monitoring Requirements (Reaches 1 — 4) .. .............................16
10.4. Stream Channel Stability Monitoring Requirements (Reach S) ........................ .............................16
10.5 Stream Channel Stability Monitoring Requirements (Reaches 1— 4) ................ .............................16
10.6 Visual Monitoring Requirements for Single Thread Streams (Reaches 1 - 4) .... .............................17
10.7 Vegetation Planting Monitoring Requirements ............................................... ............................... 18
11. LONG -TERM MANAGEMENT PLAN ........................................................................ ............................... 19
12. ADAPTIVE MANAGEMENT PLAN ............................................................................ ............................... 19
13. FINANCIAL ASSURANCES ........................................................................................ ............................... 19
14. OTHER INFORMATION ........................................................................................... ............................... 20
14.1 Definitions .......................................................................................................... .............................20
14.2 References ......................................................................................................... .............................20
EXHIBITS
Exhibit A —Vicinity Map
Exhibit B — Project Site Watershed
Exhibit C — NRCS Soil Survey
Exhibit D — Existing Conditions
Exhibit E — Historical Aerial Photograph 1938
Exhibit F — Historical Aerial Photograph 1963
Exhibit G — Historical Aerial Photograph 1979
Exhibit H — Project Drainage Area
Exhibit I — Site Photographs
Exhibit J — Reference Reach Vicinity Map
Exhibit K - Site Protection Instrument Figure
APPENDICES
Appendix A —Site Protection Instrument
Appendix B — Baseline Information Data
Appendix C — Mitigation Work Plan Data and Analyses
NCEEP Mitigation Template version 2.2 — 0610812012

Appendix D - Project Plan Sheets at 11" x 17"
Appendix E - Reference Reach Photographs
.Appendix F - Floodplain Study
TABLES
T,able'1. Parcel information for project site . . ................ :....... .
Table 2 Protect information summary ........ ............ ..
Table 3. -Proposed mitigation credit projections .........
Table 4: Proposed credit release schedule ............. .. ... ............
Table 5 Reach Design Discharges ..... .
Table 6- Anticipated Maintenance Activities
Table 7. Monitoring data requirements. . ............ .
3
-.- 5
7
12
13
15
NCEEP Mitigation Template version 2 2 - 0610812012

1. RESTORATION PROJECT GOALS AND OBJECTIVES
EEP develops River Basin Restoration Priorities to guide its restoration activities within each of the
state's 54 cataloging units. RBRPs delineate specific watersheds that exhibit both the need and
opportunity for wetland, stream and riparian buffer restoration. These watersheds are called Targeted
Local Watersheds (TLWs) and receive priority for EEP planning and restoration project funds.
The 2010 Tar - Pamlico River Basin Restoration Priorities identified the Chocowinity Creek Watershed
(HUC: 03020104010010) as a Targeted Local Watershed (Tar - Pamlico River Basin Restoration Priorities,
Oct 2010). The watershed is characterized by 41% agricultural and 53% forested area with 59% of the
TLW unbuffered and receiving excess agricultural inputs (sediments and nutrients) from various facilities
such as four (4) permitted hog farms.
The 2010 Tar - Pamlico River Basin RBRP identified discontinuity of resource lands to Natural Heritage
Areas and nutrient and sediment loading as major stressors within this TLW. The Hudson Property
Project was identified as a headwater stream and buffer restoration opportunity to improve water
quality, terrestrial wildlife and anadromous fish habitat, especially downstream nursery and spawning
habitats within the TLW. The primary objectives of this project are to restore naturally functioning
headwater stream system across a newly forested floodplain in the lower reaches of the project area,
and to restore stable single thread channels in the upper reaches where valley slopes are steeper.
The project goals address stressors identified in the TLW and include the following:
Goals outlined by the EEP in the "Tar- Pamlico River Basin Restoration Priorities ":
• Promoting nutrient and sediment reduction in agricultural areas by restoring and preserving
wetlands, streams and riparian buffers.
• Continuing targeted implementation of projects under the Nutrient Offset and Buffer programs,
as well as focusing DOT sponsored restoration in areas where they will provide the most
functional improvement to the ecosystem.
Goals specific to the Chocowinity Creek TLW:
• Implementing agricultural Best Management Practices (BMPs) to reduce nonpoint source inputs
to the downstream estuary.
• Restore /improve downstream nursery ad spawning habitats for anadromous fish.
• Restore wildlife habitat and travel corridors between natural habitats.
• Restore natural floodplain hydrology and provide flood attenuation.
• Restore groundwater and surface water hydrology in heavily ditched headwater areas.
Protect Specific Goals:
• Improve and sustain hydrologic connectivity /interaction and storm flow /flood attenuation.
• Reduce nutrient and sediment stressors to the reach and receiving watershed.
• Provide uplift in water quality functions.
1 NCEEP Mitigation Template version 2.2 — 0610812012

• Improve aquatic and terrestrial habitats (complexity, quality).
• Improve and maintain riparian buffer habitat.
The project goals will be addressed through the following project obiectives:
• Implement a sustainable, reference - based, rehabilitation of the reach dimension, pattern, and
profile to provide needed capacity and competency.
• Support the removal of barriers to anadromous fish movement and to help improve nursery
and spawning habitats.
• Strategically install stream structures and plantings designed to maintain vertical and lateral
stability and improve habitat diversity /complexity.
• Provide a sustainable and functional bankfull floodplain feature.
• Enhance and maintain hydrologic connection between stream and adjacent floodplain /riparian
corridors.
• Utilize the additional width of the swamp runs to provide natural filters for sediment and
nutrients and diffuse flow from upstream runoff.
• Install, augment, and maintain appropriate riparian buffer with sufficient density and
robustness to support native forest succession.
• Water quality enhancement through riparian forest planting and woody material installation,
and increased floodplain interaction /overbank flooding.
• Restore the existing ditched streams to single and multi- thread headwater systems with
forested riparian buffers.
• Provide ecologically sound construction techniques that will require minimal grading and
disturbance.
2. SITE SELECTION
2.1 Directions to Site
The project, Hudson Site, consists of 13.4 acres positioned on 106.51 acres of agricultural land owned by
Charles E. Hudson. The project located within the northeast quadrant of the intersection between Route
17 and Route 1127 (Possum Track Road) in Beaufort County, NC. More specifically, the project lies
approximately 6 miles southeast of the Chocowinity Bay and Pamlico River confluence, 4.3 miles south
of the town of Chocowinity, and 4.4 miles north of the Beaufort and Craven County line. The site can be
accessed by heading west on Possum Track Road (Rt. 1127) from Route 17 for approximately 1.1 miles
(Exhibit A).
2.2 Site Selection
The site was chosen for various reasons including but not limited to: headwater location within the
Chocowinity Creek TLW, proximity to the 303d listed Chocowinity Bay, and the excellent opportunity
available to restore and re- connect riparian headwater stream and swamp run systems with existing
forest stands immediately adjacent to the project area. The site contains unnamed 1st, 2nd, and 3rd
order tributaries with an upstream drainage area of approximately 190 acres that drain to Horse Branch
2 NCEEP Mitigation Template version 2.2 — 0610812012

which is located within the Chocowinity Creek TLW (see Exhibit B and H). Historic aerial photographs
show evidence of the natural headwater streams that were cleared for agriculture production.
The majority of the site is used for crop production, primarily corn, soybeans and wheat. As a result, the
lowering of local water tables, and in some cases the complete elimination of ground and surface water
interaction, has occurred and the degradation of water quality and downstream anadromous fish
spawning and nursery habitat have followed. According to the North Carolina Geologic map, the site lies
within the Yorktown Formation and Duplin Formations which is a combination of fossiliferous clay and
sand, Shelly sand, sandy marl, and limestone. The site contains mostly low gradient non - hydric
moderately drained soil types such as Craven fine sandy loam (CrB) and Goldsboro fine sandy loam
(GoA) and within the Horse Branch floodplain the Muchalee loam (Me) hydric soil type is present
(Exhibit Q. Hydric soils are seen in the stream bank profile which shows the opportunity to raise the
water table and re- establish normal base flow conditions. Historic aerial photographs from the years
1938, 1963, and 1979 show the extensive drainage network leading from southeast to northwest
(Exhibits E, F, G).
Between the years of 1938 to 1963, extensive forest clearing and agricultural production occurred on
the site, especially on the northwest portion of the site where the unnamed 2`d order tributary flows
into Horse Branch. From 1938 to 1948, logging in the northeast corner was completed and by 1963, the
entire project area was cleared and ditched for agriculture production. North Carolina Division of Water
Quality Stream Identification Forms have been completed for the degraded headwater streams and are
found in Appendix B.
The project site and watershed conditions such as land use have remained relatively static with
continued maintenance of agricultural land since 1979 (Exhibits B and 1). This trajectory will remain the
same with no proposed development trends within the project's watershed.
There are no known site constraints such as existing easements or crossings that would inhibit site
access and /or completion of the project. Small farm road crossings /culverts present on both the
upstream and downstream portions of the site will be removed as part of the restoration, and new
culvert crossings will be installed at the confluence of Reach 1 and Reach 4, upper limit of Reach 5 to
provide long term access to the mitigation site. An access road under the existing power line right -of-
way along Possum Track Road will also be installed to serve as the main access point into the mitigation
site.
3. SITE PROTECTION INSTRUMENT
3.1 Site Protection Instrument Summary Information
The land required for the construction, management and stewardship of this mitigation project includes
portions of the following parcels. A copy of the land protection instrument(s) is included in Appendix A.
Table 1. Parcel information for oroiect site
3 NCEEP Mitigation Template version 2.2 — 0610812012
Site Protection
Deed Book and
Acreage
Landowner
PIN
County
Instrument
Page Number
Protected
Parcel A
Charles E. Hudson
12024438
Beaufort
Option
Book 1650,
13.40 AC
Page 0079
3 NCEEP Mitigation Template version 2.2 — 0610812012

The recorded document(s) are ,not' available at this time_ 'The template easement documents are
provided in Appendix A
All site protection instruments require 60 -day advance notification to the Corps and the State prior to
any action to void, amend, or modify the document No such action shall take place unless approved by
the State
3.2 Site Protection Instrument Figure
Site protection instrument figure (Exhibit K) which showssthe proposed easement limits in relation to the
overall property is provided at the end of this report
NCEEP Mitigation Template version 2 2 — 0610812012

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Table 2. Project information summary.
NCEEP Mitigation Template version 2.2 — 0610812012
Project information
Project name
HUDSON PROPERTY
County
BEAUFORT
Project Area (ac)
13.40 AC
Project Coordinates (Lat and Long)
77° 06" 13.62' W / 35° 26" 53.20' N
4.1 Project Watershed Summary Information
Physiographic province
INNER COASTAL PLAIN
River basin
TAR - PAMLICO RIVER BASIN
USGS Hydrologic Unit 8-
digit
03020104
USGS Hydrologic Unit 14 -digit
03020104010010
DWQSub -basin
CHOCOWINITY CREEK— HORSE BRANCH
Project Drainage Area (acres)
190.86
Project Drainage Area Percentage of
Impervious Area
1.2 % (2.24 acres)
CGIA Land Use Classification
2.01.01.07 Annual Row Crop Rotation
4.2 Reach Summary Information
Parameters
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Length of reach (linear feet)
766
516
611
503
689
Valley classification
VIII
VIII
VIII
VIII
VIII
Drainage area (acres)
40.51
74.63
35.21
150.35
190.86
NCDWQ stream identification score
36.75
36.75
36.75
36.75
36.75
NCDWQ Water Quality Classification
C;NSW
C;NSW
C;NSW
C;NSW
C;NSW
Morphological Description (stream type)
G5 -G6
G5 -G6
G5 -G6
G5 -G6
G5 -G6
Evolutionary trend
Early (CEM)
Early (CEM)
Early (CEM)
Early (CEM)
Early (CEM)
Underlying mapped soils
GoA & CrB
CrB & Ly
CrB & Ly
CrB
CrB & Me
Drainage class
Mw
MW & SP
MW & SP
MW
MW & P
Soil Hydric status
Non - Hydric
Non - Hydric
Non - Hydric
Non - Hydric
Hydric
Slope (ft/ft)
0.009
0.006
0.008
0.004
0.003
FEMA classification
N/A
N/A
N/A
N/A
AE /X
Native vegetation community
Pasture /Crop
Pasture /Crop
Pasture /Crop
Pasture /Crop
Pasture /Crop
Percent composition of exotic invasive
vegetation
N/A
N/A
N/A
N/A
N/A
4.3 Regulatory Considerations
Regulation
Applicable?
Resolved?
Supporting
Documents
Waters of the United States — Section 404
YES
Waters of the United States — Section 401
YES
Endangered Species Act
NO
Historic Preservation Act
NO
Coastal Zone Management Act (CZMA)/
Coastal Area Management Act (CAMA)
NO
FEMA Floodplain Compliance
NO
Essential Fisheries Habitat
NO
Table 2. Project information summary.
NCEEP Mitigation Template version 2.2 — 0610812012

5. DETERMINATION OF CREDITS
Mitigation credits presented in Table 3 below are projections based upon site design. Upon completion
of site construction the project components and credits data will be revised to be consistent with the as-
built condition.
Hudson Property, Beaufort County
EEP Project Number: 004638
Mitigation Credits
Stream
Riparian wetland
Non - riparian
wetland
Buffer
Nitrogen
Nutrient
Offset
Phosphorous
Nutrient
Offset
Type
R
RE
R
RE
R
RE
Totals
2,904
13.80 AC
Project Components
Project
Component
or Reach ID
Stationing /Location
Existing
Footage /Acreage
Approach
(PI, PH etc.)
Restoration
or
Restoration
Equivalent
Restoration
Footage or
Acreage
Mitigation
Ratio
Reach 1
766 LF
PI
833 LF
1:1
Reach 2
516 LF
PI /PII
532 LF
1:1
Reach 3
611 LF
PI /PII
445 LF
1:1
Reach 4
503 LF
PI /PII
437 LF
1:1
Reach 5
689 LF
PI
644 LF
1:1
Total
3,085 LF
2,891 LF
Component Summation
Restoration Level
Stream
(linear feet)
Riparian Wetland
(acres)
Non - riparian
Wetland (acres)
Buffer
(square feet)
Upland
(acres)
Riverine
Non -
riverine
Restoration
2,891 LF
544,935 SF (12.51 ac)
Enhancement
Enhancement I
Enhancement II
Creation
Preservation
BMP Elements
Element
Location
Purpose /Function
Notes
FB
Adjacent to stream
Buffer
100 feet on either side of stream centerline
BMP ELEMENTS
BR = Bioretention Cell; SF = Sand Filter; SW = Stormwater Wetland; WDP = Wet Detention Pond; DDP = Dry Detention Pond; FS = Filter Strip;
S = Grasses Swale; LS = Level Spreader; NI = Natural Infiltration Area; FB = Forest Buffer
Table 3. Proposed mitigation credit projections.
NCEEP Mitigation Template version 2.2 — 0610812012

6. CREDIT RELEASE SCHEDULE
All credit releases will be based on the total credit generated as reported by the as -built survey of the
mitigation site. Under no circumstances shall any mitigation project be debited until the necessary DA
authorization has been received for its construction or the District Engineer (DE) has otherwise provided
written approval for the project in the case where no DA authorization is required for construction of
the mitigation project. The DE, in consultation with the Interagency Review Team (IRT), will determine if
performance standards have been satisfied sufficiently to meet the requirements of the release
schedules below. In cases where some performance standards have not been met, credits may still be
released depending on the specifics of the case. Monitoring may be required to restart or be extended,
depending on the extent to which the site fails to meet the specified performance standard. The release
of project credits will be subject to the criteria described in Table 4 below.
Stream Credits
Monitoring
Credit Release Activity
Interim
Total
Year
Release
Released
0
Initial allocation — see requirements below
30%
30%
1
First year monitoring report demonstrates performance standards are being met
10%
40%
2
Second year monitoring report demonstrates performance standards are being met
10%
50%
(60 % *)
3
Third year monitoring report demonstrates performance standards are being met
10%
60%
(70 % *)
4
Fourth year monitoring report demonstrates performance standards are being met
5%
65%
(75%*)
5
Fifth year monitoring report demonstrates performance standards are being met
10%
75%
(85 % *)
6
Sixth year monitoring report demonstrates performance standards are being met
5%
80%
(90 % *)
7
Seventh year monitoring report demonstrates performance standards are being
10%
90%
met and project has received closeout approval
(100 % *)
Table 4. Proposed credit release schedule.
6.1 Initial Allocation of Released Credits
The initial allocation of released credits, as specified in the mitigation plan can be released by the NCEEP
without prior written approval of the DE upon satisfactory completion of the following activities:
a. Approval of the final Mitigation Plan
b. Recordation of the preservation mechanism, as well as a title opinion acceptable to the USACE
covering the property
c. Completion of project construction (the initial physical and biological improvements to the
mitigation site) pursuant to the mitigation plan; Per the NCEEP Instrument, construction means
that a mitigation site has been constructed in its entirety, to include planting, and an as -built
7 NCEEP Mitigation Template version 2.2 — 0610812012

report has been produced. As -built reports must be sealed by an engineer prior to project
closeout, if appropriate but not prior to the initial allocation of released credits.
d. Receipt of necessary DA permit authorization or written DA approval for projects where DA
permit issuance is not required.
6.2 Subsequent Credit Releases
All subsequent credit releases must be approved by the DE, in consultation with the IRT, based on a
determination that required performance standards have been achieved. For stream projects a reserve
of 15% of a site's total stream credits shall be released after two bank -full events have occurred, in
separate years, provided the channel is stable and all other performance standards are met. In the event
that less than two bank -full events occur during the monitoring period, release of these reserve credits
shall be at the discretion of the IRT. As projects approach milestones associated with credit release, the
NCEEP will submit a request for credit release to the DE along with documentation substantiating
achievement of criteria required for release to occur. This documentation will be included with the
annual monitoring report.
7. MITIGATION WORK PLAN
7.1 Target Stream Type(s) and Plant Communities
As stated within both the Site selection (Section 2.2) and Baseline data table (Section 4), the existing
channelized reaches are classified as G5 -G6 stream types. The channel evolution model is not applicable
in this setting because the ditches continue to be maintained and channelized therefore the
evolutionary trend is not able to move forward. The existing ditches are entrenched with low width -
depth ratios and do not have active floodplains available. The target stream types for Reaches 1
through 4 are low sinuosity "C" channels. The invert of reach 1 will be raised to reconnect to the
existing floodplain elevation (Priority 1 restoration). Restoration of reaches 2, 3 and 4 will involve raising
the channel invert where possible and grading a functional floodplain that ties into the existing grade to
mimic natural conditions (Priority 1/2 restoration) to ensure positive flow within the reach and from
upslope areas. Reach 5 target stream type is a "D" channel with a high width -depth ratio and increased
channel capacity due to the reach's close proximity to the Horse Branch Swamp.
To achieve these target stream types, reference reach data collected from an unnamed tributary to
Bennett's Creek located in Merchant's Millpond State Park within the Chowan River Basin was used as a
guide in the design process (see Exhibit J for reference reach location). Both the project and reference
sites are located within the Outer Coastal Plain physiographic province.
The riparian plant communities chosen for the project are native to the area, with an emphasis on
species that will provide habitat and a viable, yearlong food source for a wide range of animal and plant
species. The adjacent forested wetlands and swamps within Horse Branch and Chocowinity Creek are
home to wild turkeys, bear, whitetail deer, raccoon, squirrel, fox, migrating waterfowl, and a wide
variety of amphibian and reptile species. The project is intended to provide food, habitat, and corridors
to complement and enhance the existing ecosystem. Invasive and exotic species will not be planted on
8 NCEEP Mitigation Template version 2.2 — 0610812012

the site and if found, they will be removed through physical or chemical means during the planting
phase. In selecting vegetation, we have considered reference riparian areas adjacent to the site and
"Dominant Plants for Major Wetland Types" published by the North Carolina Department of
Environment Water Quality Section.
7.2 Design Methodology
In order to properly restore the degraded channels within the project area, the overall design goal is to
convert the channelized reaches to more stable stream types. Because of the low entrenchment and
width /depth ratios of the existing reach cross sections, reconfiguring the dimension, pattern, and profile
of the channels are the most effective method of restoring a stable system. The project will create
channels connected to the floodplain and the project area has been broken into five distinct reaches
based on drainage area and landscape position.
For reaches 1 through 4, a single thread low sinuosity "C" or "Bc" channel type was selected to provide a
higher width -depth ratio and increased floodplain connection. After evaluating historic conditions
(specifically the 1938 aerial), discussion with the IRT, and taking into account the slightly higher channel
and valley slopes within this area, a single thread design channel was chosen. A headwater
system /multi- thread "D" type channel has been chosen for Reach 5 to mimic the diffuse flow patterns
and dense vegetation seen in undisturbed areas of Horse Branch.
Parameters for the proposed channel morphology are based upon the design stream type, historical
conditions evident from mid 1900's aerial photography and data from the Millpond State park reference
reach surveyed by Ecotone, Inc. Dimensionless ratios taken from the reference reach with dissimilar
drainage areas allowed channel morphology data from the reference reaches to be used for this project.
7.3 Reference Reach
Natural channel design protocol calls for using a reference reach located in the same physiographic
province as the reference site. The Merchant's Millpond site was chosen because it is located in the
Inner Coastal Plain physiographic province as well as the Mid - Atlantic Coastal Plain ecoregion. It
contains undisturbed first and second order tributaries in a similar landscape position to those found on
the project site. Because much of the inner coastal plain has been developed for agricultural
production, undisturbed reference sites are rare. The Merchant's Millpond State Park site offers an
excellent opportunity to survey streams in an almost completely undisturbed condition. This reference
reach surveyed contained both low gradient (<1 %) single and multi- thread sections typical of low
gradient and headwater system streams within the coastal plain region of North Carolina. The photo
exhibit found in Appendix E show typical conditions encountered at the reference site.
Wolman pebble counts were attempted at the reference site and all mineral material collected was
smaller than 2 millimeters, further validating the reference reach as a low energy sand bed system.
Visual inspection of the project site, combined with soil survey data and anecdotal information from the
landowner indicate that the soils on site are sand and loam. Native subsoil will form the bed and banks
of the proposed channel, similar to the conditions seen at the reference site. It should also be noted
that the reference site contained naturally occurring woody debris impregnated sand riffles, which will
be utilized on the project site. Photos of these riffles are found in the Appendix E photo exhibit.
9 NCEEP Mitigation Template version 2.2 — 0610812012

7.4 Design Parameters
TR -55 was run for each reach, and the two year flow (Q) was chosen as the basis for the design See
section 7.3 below for a detailed explanation of the derivation of hydrology for the site. Reaches 1
through 4 will be designed to'hold the 2 -year TR =55 flow and allow higher flows to escape the channel
and spread into an area similar to the historic floodplain to provide greater sediment and pollutant
attenuation Near bank stress and erosion will be reduced by lowering the current flow velocities and
sizing the channels to have minimal,shear stress
Riffles and pools,wilI be constructed according to reference reach ratios derived from the Merchant's
Millpond State Park reference reach site. Stable riffle slopes and pool depths will be utilized to
accommodate high flow events and the movement of sediments. Riffle slopes will vary from 1 to 2
percent in reaches 1 though 4 where the low sinuosity C5 -C6 channels are proposed. Pool depths will
vary from 0.35 feet to, 0.75 feet throughout the restoration with the deeper pools placed in sections
where riffle slopes are higher Pool spacing increases as a function of increasing channel width and will
vary from 30 to 55 feet.
To mimic the riffle -, ,run -pool morphology and the natural condition of low gradient, headwater coastal
plain streams, constructed riffles composed of woody material of various sizes embedded into native
subsoil material found onsite will be used to provide vertical stability and bed form diversity. These
features are naturally occurring in the Mid - Atlantic Coastal Plain ecoregion and form the basis for
stability in low gradient sand -based systems Photographs of naturally occurring woody material
impregnated riffles can be found in the reference reach information provided with this report
The downstream portions of Reaches 1, 3, and 4 will have higher slopes ( +/- 15 - 3 %) to transition from
the upstream low energy channels to the existing invert at the downstream end of the project limits
These transitional channels will mimic naturally occurring high energy systems, and the log drops are
engineered to create conditions similar to those create by large woody debris dams seen in nature:
Because natural debris dam dominated systems do not have "typical" spacing`and slope patterns (as they
are generally formed by random inputs of large woody material's to the channel), spacing of the log dams
selected for this project is fairly standard with elevation changes of less than 0 5 feet at each structure
The log cross vanes will be installed within these sections to provide a stable transition and ensure long
term vertical stability
Reach 5 is designed as a typical headwater system and therefore does not have the typical design
parameters associated with traditional natural channel design. This reach will have less bed form
diversity due to the,lower slope (<0.4 %) and proximity to the Horse'Branch flood,plain The, headwater
system channel geometry with high width ratio and minimal 'sinuosity will provide larger channel
capacity and surface area to promote sediment and nutrient trapping and processing as well as
hyporheic exchange Reach 5 will be graded such to create diffuse flow patterns and multi- threaded
channels
Culverts and farm road crossings within Reaches 1 -4 will be removed to complete the proposed channel
work A farm road crossing will install at the beginning of Reach 1 and will consist of a 24" HDPE Type S
corrugated plastic pipe (CPP) Access road crossings for long term maintenance will be installed at the
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upper limit of Reach 5 and at the, confluence of Reaches 1 and A to provide effective stormwater
conveyance and a stable long term crossing to access the `northern portions of the remaining property.
These crossings will consist of two'30 inch HDPE Type S corrugated CPP's. Proper sizing of,the proposed
culverts was completed using the N C Forestry Best Management Practices Manual (2006), specifically
Appendix 9 entitled Talbot's Table for Round Culvert Sizing.
Sediment transport was not seen as a mayor design consideration for the project because all of the
single thread channels are first or second order low energy tributaries found in the upper reaches of the
watershed where little sediment supply exists. The intended stream condition will be stable, with little
or no movement of non - organic bed "material expected during storm events Woody debris are
expected to play a large role in forming and maintaining channel profile features, as the ultimate
condition will be channels with low banks and riparian areas densely vegetated with native trees, shrubs
and, herbaceous material Woody debris impregnated riffle structures and log cross vanes have been
designed, to mimic natural conditions of channels in a similar landscape position, and as the adjacent
planted areasimature they'will provide steadysupply of'new woody materials to,the, channel
The woody debris impregnated riffles will incorporate a mix of native subsoil materiaLand woody debris
that will remain in place during flows above bankfull Traditional entrainment calculations cannot
accurately assess potential transport or movement of'woody debris. Studies conducted on large woody
debris in streams focus on drag and buoyancy calculations, which do not reliably translate to a woody
debris impregnated substrate condition. Because more than two - thirds of the proposed pieces of
woody materials used in the riffles will be buried, both buoyancy and drag forces are expected to be
negligible
The steeper high energy transition areas or reaches 1, 3 ,and 4 will be stabilized using log vanes drop
structures. Buoyancy and drag calculations have not been completed for these reaches because more
than half of each log will be buried and the crossover- points will be securely anchored with rebar. In
addition, backfill behind each structure, 'Will be comprised,of native substrate material and small woody
debris, similar to riffle areas
Reach 5 is designed to be a swamp run, typical of coastal plain streams These systems' have extremely
low or nonexistent sediment transport rates, and the substrate is typically dominated by clay and silt
with dense live woody root mass providing stability The reach was not evaluated for entrainment
because for the 10 -year storm event, velocities values are less than 2 feet per second and shear stress
values are less than 0.23 pounds per square foot
By grad'ing the site to create stable stream channels and planting the entire area with woody vegetation
and a native wetland seed mix, the project will slow overland runoff and provide storage and water
quality treatment before it reaches Horse Branch Stream banks and immediate floodprone areas on
'both sides will be seeded, protected with coir erosion control matting and planted with live stakes.
These improvements will also serve to make downstream primary and secondary fishery nursery areas
more productive.
When completed, each reach segment will be designed to reach " bankfull elevation" and restore historic
flow to a degraded riparian headwatersystem. This transition, from degraded stream channels
surrounded by agricultural fields, to restored headwater stream /swamp runs; will provide water quality
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improvement through sediment, toxicant, and nutrient retention and reduction, production and export
of food sources, and enhancement of wildlife habitat
7.5 Narrative of Data Analysis
7.5.1 Hydrology
Two delineation methods were used in determining the site's drainage area. The USGS National
Hydrology Dataset Watershed Tool served as the primary delineation of the drainage basin which was
then field verified and corrected to account for the presence of extensive ditch networks. Using the
field verified drainage area of 196 acres, the 2, 10, 50, and 100 year recurrence interval discharges were
calculated for each reach using a variety of methods including but not limited to: USDA TR -55 program,
North Carolina State University (NCSU) Coastal Plain Regional Curve, and USGS StreamStats Regression
equations. After assessing the variety of discharges from the different sources listed above, the design
team chose the TR -55 discharges as they best represented the small watershed size of the project and fit
in line with the Coastal Plain regional curve discharge estimates (see Table 5 below).
Reach Design Discharges (TR -55)
Drai nage
Drainage
2Year
10 Year
25 Year
50 Year
100 Year
Reach
Area
Reach Length (ft)
Reach Slope (ft /ft)
Area (ac)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(miz)
Reach 1
0.065
41.77
833
0.006/0.029
7.4
23.2
26.6
34.6
43.5
Reach 2
0.078
50.20
532
0.0035
11.8
32.3
36.7
47.0
58.3
Reach 3
0.042
26.57
445
0.005 / 0.016
5.9
16.6
18.9
24.3
30.2
Reach 4
0.128
82.21
437
0.0035 / 0.020
19.2
52.5
59.7
76.3
94.5
Reach 5
0.267
170.66
644
0.003
38.9
109.6
124.7
160.1
199.5
Table 5. Reach Design Discharges
7.5.2 Hydraulics
A complete pre- and post- floodplain study has been completed by Ecosystem Services, LLC and is
provided in Appendix C.
8. MAINTENANCE PLAN
Albemarle Restorations shall monitor the site on a regular basis and shall conduct a physical inspection
of the site a minimum of once per year throughout the post- construction monitoring period until
performance standards are met. These site inspections may identify site components and features that
require routine maintenance. Routine maintenance should be expected most often in the first two years
following site construction and may include the following:
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Component /Feature
Maintenance through project close -out
Stream
Routine channel maintenance and repair activities may
include securing of loose coir matting and supplemental
installations of live stakes and other target vegetation
along the channel. Areas where stormwater and
floodplain flows intercept the channel may also require
maintenance to prevent bank failures and head - cutting.
Vegetation
Vegetation shall be maintained to ensure the health and
vigor of the targeted plant community. Routine
vegetation maintenance and repair activities may
include supplemental planting, pruning, mulching, and
fertilizing. Exotic invasive plant species shall be
controlled by mechanical and /or chemical methods. Any
vegetation control requiring herbicide application will be
performed in accordance with NC Department of
Agriculture (NCDA) rules and regulations.
Site Boundary
Site boundaries shall be identified in the field to ensure
clear distinction between the mitigation site and
adjacent properties. Boundaries may be identified by
fence, marker, bollard, post, tree - blazing, or other
means as allowed by site conditions and /or conservation
easement. Boundary markers disturbed, damaged, or
destroyed will be repaired and /or replaced on an as
needed basis.
Road Crossing
Road crossings within the site may be maintained only as
allowed by Conservation Easement or existing
easement, deed restrictions, rights of way, or corridor
agreements.
Table 6. Anticipated Maintenance Activities
9. PERFORMANCE STANDARDS
9.1 Stream Restoration Hydrology Performance Standards
9.1.1 Headwater System (Reach 5)
Surface water flow must be documented to occur at least 2 times per year for 4 years out of the 7 -year
monitoring period during normal rainfall conditions. Additional monitoring may be necessary in the
event of abnormal climatic conditions.
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9.1.2 Single Thread Channels (Reaches 1 - 4)
All restored channels shall receive sufficient flow through the monitoring period to maintain an Ordinary
High Water Mark (OHWM). Field indicators of flow events include a natural line impressed on the bank;
shelving; changes in soil characteristics; destruction of terrestrial vegetation; presence of litter and
debris; wracking; vegetation matted down, bent or absent; sediment sorting; leaf litter disturbed or
washed away; scour; deposition; bed and bank formation; water staining; or change in plant community.
In addition, two overbank flows shall be documented for each reach during the monitoring period using
continuously monitored pressure transducers and crest gauges. All collected data and field indicators of
water flow shall be documented in each monitoring report.
9.2 Stream Channel Restoration Stability Performance Standards
9.2.1 Headwater System (Reach 5)
All stream areas shall remain stable with no areas of accelerated erosion seen.
9.2.2 Single Thread Channels (Reaches 1 - 4)
1. Bank Height Ratio (BHR) shall not exceed 1.2 within restored reaches of the stream channel. This
standard only applies to restored reaches of the channel where BHR is corrected through design
and construction.
2. Entrenchment Ratio (ER) shall be no less than 2.2 within restored reaches of the stream channel.
This standard only applies to restored reaches of the channel where ER is corrected through
design and construction.
3. The stream project shall remain stable and all other performance standards shall be met
through two separate bankfull events, occurring in separate years, during the 7 year post
construction monitoring period.
9.3 Planted Vegetation Performance Standards (Stream Buffer Areas)
1. At least 320 three year -old planted stems /acre must be present after year three. At year five,
density must be no less than 260 five year -old planted stems /acre. At year 7, density must be no
less than 210 seven year -old planted stems /acre.
2. Planted vegetation must average 10 feet in height in each plot at year 7 (as defined in the
USACE 2003 SMGs). If this performance standard is met by year 5 and stem density is trending
toward success (i.e., no less than 260 five year -old stems /acre) monitoring of vegetation on the
site may be terminated provided written approval is provided by the USACE in consultation with
the North Carolina Interagency Review Team (NCIRT).
10. MONITORING REQUIREMENTS
Monitoring Reports will be submitted to EEP by December 1st of the year in which the monitoring was
conducted. In the unlikely event that the success criteria are not being achieved during the seven -year
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minimum monitoring period, with permission from EEP, corrective measures including re- grading,
replacement of structures, replanting, removal of certain species, etc. will be performed.
Annual monitoring data will be reported using the EEP monitoring template. The monitoring report shall
provide a project data chronology that will facilitate an understanding of project status and trends,
population of EEP databases for analysis, research purposes, and assist in decision making regarding
project close -out.
Required
Parameter
Quantity
Frequency
Notes
Cross - sections to be monitored over
As per November 2011 NCEEP
Monitoring Years
seven (7) years and shall include an
Dimension
monitoring requirements
1, 2, 3, 5, and 7
assessment of bank height ratio and
entrenchment ratio
Bank pin arrays shall be installed at pool
As per November 2011 NCEEP
Monitoring Years
(bend) monitoring cross - sections; arrays
Bank Erosion Pins
monitoring requirements
1, 2, 3, 5, and 7
shall be measured at time of cross -
section surveys
Profile
As per November 2011 NCEEP
As needed
monitoring requirements
Concentrations of woody debris in
As per April 2003 USACE
constructed riffles will be visually
Substrate
Wilmington District Stream
Annual
assessed semi - annually /annually to
Mitigation Guidelines
determine if riffle areas are remaining
stable.
A Crest Gauge and /or Pressure
Transducer will be installed on site; the
Surface Water
As per April 2003 USACE
device will be inspected on a
Hydrology
Wilmington District Stream
Annual
quarterly /semi - annual basis to
Mitigation Guidelines
document the occurrence of bankfull
events on the project
Quantity and location of
Vegetation will be monitored using the
Vegetation
vegetation plots will be
Monitoring Years
Carolina Vegetation Survey (CVS)
determined in consultation with
1, 2, 3, 5, and 7
protocols
EEP
Exotic and nuisance
Locations of exotic and nuisance
vegetation
Semi - annual
vegetation will be mapped
Locations offence damage, vegetation
Project boundary
Semi - annual
damage, boundary encroachments, etc.
will be mapped
Table 7. Monitoring data requirements.
10.1 General Stream and Wetland Monitoring Requirements
1. Site monitoring for all stream and /or wetland mitigation projects shall occur for seven full years
(post construction) except in those circumstances provided for in this document where specific
monitoring activities may be terminated as early as five years. If performance standards have
not been met by year seven, additional monitoring may be required to ensure that a site is
relatively stable with respect to anthropogenic or natural effects and that the target community
is established on the site or the site (or portions of the site) may be deemed to be unacceptable
for generation of compensatory mitigation credit.
2. Seven years of monitoring are not required for stream and /or wetland preservation reaches or
areas which are subject to Monitoring Level 3 requirements of the USACE 2003 SMGs.
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3. Success criteria as provided in the mitigation plan or in the permit conditions must be restated
verbatim in the monitoring report.
4. Monitoring reports shall be completed for all seven years and provided to the Ecosystem
Enhancement Program (EEP) for review by December I" of each year that the site is required to
be monitored. This is to ensure that any remedial action that may be necessary can be
accomplished during the next planting season. Failure to provide monitoring reports by this
deadline may result in additional monitoring.
5. Vegetation monitoring standards shall apply to all stream and /or wetland mitigation projects.
10.2 Stream Channel Surface Water Hydrology Monitoring Requirements (Reach 5)
1. Surface flow shall be documented using pressure transducers with a staff plat and /or and flow
meters located near the lowest point of the proposed stream area.
2. Three flow monitoring stations will be located within each reach, one at the upstream limit of
the reach, one at the downstream limit and one near the middle of the reach.
3. Other evidence of flow, including rack lines, sediment sorting, debris jams, localized scour and
disturbed vegetation will also be visually assessed and documented during monitoring visits.
10.3 Stream Surface Water Hydrology Monitoring Requirements (Reaches 1— 4)
1. Surface water flow shall be documented using pressure transducers and staff plates located
near the channel thalweg.
2. Three flow monitoring stations will be located within each reach, one at the upstream limit of
the reach, one at the downstream limit and one near the middle of the reach. In areas where
one reach is contiguous with another reach, one flow monitoring station will be used to collect
data for both reaches where appropriate.
3. Other evidence of flow, including an ordinary high water mark, rack lines, sediment sorting, pool
and riffle formation and debris jams will be visually assed and documented during each
monitoring visit.
10.4. Stream Channel Stability Monitoring Requirements (Reach 5)
1. Channel areas will be visually assessed to determine if undesirable changes to channel
morphology are occurring.
2. If any areas of excessive scour or erosion are seen, those areas will be assessed to determine if
remedial measures are necessary or if adaptive management strategies are necessary.
10.5 Stream Channel Stability Monitoring Requirements (Reaches 1— 4)
3. As -built surveys shall be conducted upon completion of channel construction to document
baseline conditions. As -built surveys shall include all measurements typically documented
during subsequent channel geomorphological surveys. A longitudinal profile of the thalweg,
water surface, bankfull, and top of bank, shall also be collected during the as -built survey of the
constructed channel to compare with future geomorphological data, if necessary. Longitudinal
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profiles shall not be required during routine channel stability monitoring (years 1 through 7)
unless the monitoring efforts demonstrate channel bank or bed instability, in which case
additional longitudinal profiles may be required by the USACE along channel reaches of concern
to track changes in the channel and demonstrate stability.
4. Reference stakes, indicating the surveyed station and corresponding to the as -built survey, shall
be installed in the riparian buffer near the stream bank every 100 feet along the length of the
stream.
5. Channel cross - sections shall be monitored for 7 years, with monitoring events occurring in years
1, 2, 3, 5, and 7. If the Sponsor /Permittee chooses to conduct supplemental monitoring, results
may be considered towards meeting performance standards.
6. Per the USACE 2003 SMGs, permanent, monumented cross - sections shall be installed at a rate
of 1 cross - section per 20 bankfull channel widths, with approximately 50% of cross - sections
occurring at pools and 50% at riffles /ripples. All channel cross - sections shall include
measurements of Bank Height Ratio and Entrenchment Ratio, which shall be documented in
monitoring reports.
7. At each monitored cross - section located on a stream bend (typically at pool locations), a bank
pin array shall be installed along the outer bend of the stream. Bank pins may consist of chain,
rebar, or wire driven horizontally into the bank face, and should be a minimum of 3 feet long. A
minimum of one pin per 2 feet of bank height shall be installed vertically at each location, with
the lowest pin installed just above the normal water line and additional pins installed at 2 -foot
intervals above the first. Vertical series of pins should be installed in at least three locations - at
the monumented cross - section, the upstream third of the meander bend, and downstream third
of the meander bend. The pins shall be installed flush to the face of the stream bank, and the
length of exposed pin shall be measured and reported during each cross - section monitoring
event. Once the exposure has been measured, the pin should be hammered flush with the face
of the bank. Lateral movement of the stream banks as indicated by pin exposure shall be
included in all monitoring reports. Additional bank pin arrays may be required by the USACE to
document erosion along particular reaches of channel where concern over channel stability is
identified during routine monitoring events. Bank pins are not required on channels with a
bankfull width of less than 3 feet, unless indicated by the results of the monitoring or required
by the USACE.
10.6 Visual Monitoring Requirements for Single Thread Streams (Reaches 1 - 4)
1. Visual monitoring of all sections of the project shall be conducted in each of the required seven
years of monitoring to identify areas of concern in both the vegetated buffer and restored
stream channel. The following requirements apply to all stream mitigation projects that are
required to comply with Monitoring Levels 1 & 2 in the USACE 2003 SMGs, including all forms of
Restoration and Enhancement (Level I and ll).
2. Visual monitoring of all sections of the stream project shall be conducted twice per monitoring
year. Generally, one visual monitoring event should be done in conjunction with other stream
channel stability monitoring (e.g., cross - sections, bank pins, etc.). At least 5 months shall
separate each visual monitoring event.
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3. Within the stream channel, visual monitoring shall be conducted along the entire length of the
channel to identify and document excessive lateral movement of the channel, bank instability,
instability /failure of in- stream structures, structure piping, headcuts, beaver activity, excessive
live stake mortality, invasive species, aggradation /excessive sediment deposition, or other
potential problems with the channel. Visual monitoring of streams shall be conducted only by
individuals that have been properly trained to assess the stability of streams and condition of in-
stream structures.
4. Within the vegetated buffer, visual monitoring shall be conducted by walking throughout the
entire site to identify and document areas of low stem density or poor plant vigor, invasive
species, beaver activity, herbivory, encroachments, indicators of livestock access, or other areas
of concern.
5. The results of the visual assessment shall be included in a plan view of the channel identifying
the location of each feature of concern, along with a written assessment and photographic
documentation of the feature. Once a feature of concern has been identified, that same feature
shall be reassessed on all subsequent visual assessments. Photographs should be taken from the
same location year -to -year to document progression of the problem. The monitoring reports
shall identify all features of concern and recommended courses of action, which may include
continued monitoring, repair or other remedial action.
10.7 Vegetation Planting Monitoring Requirements
1. Seven permanent plots to sample vegetation shall be randomly located in each of the target
communities. Plot sizes for the determination of stem density and vigor (height) shall be a
minimum of 0.02 acre in size, and should typically be square or rectangular.
2. Vegetation monitoring plots shall make up a minimum of 1% of the planted portion of the site
with a minimum of 4 plots.
3. Upon initial establishment of vegetation plots (baseline /year 0), the plot corners shall be
marked in accordance with CVS Protocol.
4. Within each plot, vegetation data collected will be in accordance with CVS Protocol.
5. Vegetation plots shall be monitored for 7 years, with monitoring events occurring in years 1, 2,
3, 5, and 7. If supplemental monitoring occurs, results may be considered towards meeting
performance standards.
6. At least 180 days, occurring between March 1 and November 30, must separate the completion
of the initial vegetation planting and the initiation of the first year of monitoring (Year 1). If 180
days has not occurred since the completion of vegetation plantings, the first year of monitoring
must occur during the following year.
7. Individual plot data for planted species must be provided. Plot data shall not be averaged over
the entire site to obtain a single figure for stem density.
8. Enumeration of the density of planted species: density = number of living, planted stems per
acre. "Stems are defined as individual plants, where plants with multiple shoots are treated as a
single stem.
9. Live stakes planted on the stream banks shall not count toward meeting the stem density
requirements.
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10. Volunteer plants growing within plots may be considered on a case -by -case basis in determining
whether a project has met the overall goal of reestablishing the vegetated buffer; however,
volunteer plants shall be counted separately from planted vegetation in the monitoring reports.
Monitoring events should also be used to evaluate the site for the presence of invasive species,
which should be noted in the monitoring report.
11. LONG -TERM MANAGEMENT PLAN
Upon approval for close -out by the Interagency Review Team (IRT) the site will be transferred to a third
party for long term management as described in EEP's In Lieu Fee instrument. This party shall be
responsible for periodic inspection of the site to ensure that restrictions required in the conservation
easement or the deed restriction document(s) are upheld. Endowment funds required to uphold
easement and deed restrictions shall be negotiated prior to site transfer to the responsible party.
12. ADAPTIVE MANAGEMENT PLAN
Upon completion of site construction, Albemarle Restorations will implement the post- construction
monitoring protocols previously defined in this document. Project maintenance will be performed as
described previously in this document. If, during the course of annual monitoring it is determined the
site's ability to achieve site performance standards are jeopardized, EEP will notify the USACE of the
need to develop a Plan of Corrective Action. The Plan of Corrective Action may be prepared using in-
house technical staff or may require engineering and consulting services. Once the Corrective Action
Plan is prepared and finalized EEP will:
1. Notify the USACE as required by the Nationwide 27 permit general conditions.
2. Revise performance standards, maintenance requirements, and monitoring requirements as
necessary and /or required by the USACE.
3. Obtain other permits as necessary.
4. Implement the Corrective Action Plan.
5. Provide the USACE a Record Drawing of Corrective Actions. This document shall depict the
extent and nature of the work performed.
13. FINANCIAL ASSURANCES
Pursuant to Section IV H and Appendix III of the Ecosystem Enhancement Program's In -Lieu Fee
Instrument dated July 28, 2010, the North Carolina Department of Environment and Natural Resources
has provided the U.S. Army Corps of Engineers Wilmington District with a formal commitment to fund
projects to satisfy mitigation requirements assumed by EEP. This commitment provides financial
assurance for all mitigation projects implemented by the program.
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14. OTHER INFORMATION
14.1 Definitions
Morphological description — the stream type; stream type is determined by quantifying channel
entrenchment, dimension, pattern, profile, and boundary materials; as described in Rosgen, D. (1996),
Applied River Morphology, 2nd edition
Native vegetation community — a distinct and reoccurring assemblage of populations of plants, animals,
bacteria and fungi naturally associated with each other and their population; as described in Schafale,
M.P. and Weakley, A. S. (1990), Classification of the Natural Communities of North Carolina, Third
Approximation
Project Area - includes all protected lands associated with the mitigation project
14.2 References
Faber - Langendoen, D., Rocchio, J., Schafale, M., Nordman, C., Pyne, M., Teague, J., Foti, T., Comer, P.
(2006), Ecological Integrity Assessment and Performance Measures for Wetland Mitigation.
NatureServe, Arlington, Virginia.
Lindenmayer, D.B., and J.F. Franklin. (2002), Conserving forest biodiversity: A comprehensive multiscoled
approach. Island Press, Washington, DC.
Natural Resources Conservation Service (2007), Part 654 National Engineering Handbook: Stream
Restoration Design.
North Carolina Division of Water Resources, Water Quality Programs (2010), Tar - Pamlico Basinwide
Water Quality Plan.
North Carolina Ecosystem Enhancement Program (2011), Monitoring Requirements and Performance
Standards for Stream and /or Wetland Mitigation.
Peet, R.K., Wentworth, T.S., and White, P.S. (1998), A flexible, multipurpose method for recording
vegetation composition and structure. Castanea 63:262 -274
Rosgen, D. (1996), Applied River Morphology, 2nd edition, Wildland Hydrology, Pagosa Springs, CO
Rosgen, D. (2000), A Practical Method of Computing Streambank Erosion Rate, Wildland Hydrology,
Pagosa Springs, CO
Schafale, M.P. and Weakley, A. S. (1990), Classification of the Natural Communities of North Carolina,
Third Approximation, NC Natural Heritage Program, Raleigh, NC.
US Army Corps of Engineers Wilmington District (2003), Stream Mitigation Guidelines, April 2003
20 NCEEP Mitigation Template version 2.2 — 0610812012

Young, T.F. and Sanzone, S. (editors). (2002), A framework for assessing and reporting on ecological
condition. Ecological Reporting Panel, Ecological Processes and Effects Committee. EPA Science Advisory
Board. Washington, DC.
North Carolina Forestry Best Management Practices Manual to Protect Water Quality (2006), Appendix
9: Talbot's Table for Round Culvert Sizing. North Carolina Forest Service publication number WQ0107.
http: / /ncforestservice.gov /water quality /bmp manual.htm
Natural Resources Conservation Service (June 1, 2001), Technical Notes Engineering #25 Incorporation of
Large Wood into Engineered Structures.
Sweet, W.G., and Geratz, J.W. (2003) Bonkfull Hydraulic Geometry Relationships and Recurrence
Intervals for the North Carolina Coastal Plain. Journal of the American Water Resources Association.
Shields, Douglas F. Jr., Nathalie Morin and C.M. Cooper. Design of Large Woody Debris Structures for
Channel Rehabilitation. USDA -ARS- National Sedimentation Laboratory, Oxford, MS.
21 NCEEP Mitigation Template version 2.2 — 0610812012

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HUDSON PROPERTY
WETLAND RESTORATION, EEP# 004638
STREAM RESTORATION, TAR - PAMLICO RIVER BASIN
& WILDLIFE HABITAT CREATION VICINITY MAP CHOCOWINITY CREEK TLW' ('USt�Iil
P.O.BOX12 9FAX ELD, 26-983 (HUC: 03020104010010)
i2si!? � 02a9 FAx [phone] - "' ` °'"

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ALBEMARLE RESTORATIONS, LLC
EXHIBIT B
=
SCALE: 1 inch 7,000 feet
HUDSON PROPERTY
WETLANL, RESTORATION,
EEP# 004638
ti
STREAM RESTORATION,
PROJECT SITE
TAR- PAMLICO RIVER BASIN
& WILDLIFE HABITAT CREATION
WATERSHED
CHOCOWINITY CREEK TLW
r
Ft ('OtiySff'III
P.O.
BOX 176 FAIRFIELD, NC 27826
(HUC: 03020104010010)
(252)333 -0249 FAX [phone]

ALBEMARLE RESTORATIONS, LLC
WETLAND RESTORATION,
STREAM RESTORATION,
& WILDLIFE HABITAT CREATION
PO. BOX 176 FAIRFIELD, NC 27826
(252)333 -0249 FAX (252)926 - 9983
1
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EXHIBIT D
EXISTING
CONDITIONS
Legend
- -- Project Limits
Riparian
Crop
Stream
Parcel Boundary
_�. 1 nia) = Duu reer
HUDSON PROPERTY
EEP# 004638
TAR - PAMLICO RIVER BASIN
CHOCOWINITY CREEK TLW
(H UC: 03020104010010 )
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Scale: N.T.S.
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ALBEAI.WE RE'S TOR, -A T'I(l,ti'S, 1,1.(
WETLAND RESTORATION.
STREAM RESTORATION.
tk WILDLIFE HABITAT CREATION
P.O. BOX 176 • FAIRFIELD. NC 27826
12521 3330249 -FAX [phone]
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EXHIBIT E
HISTORIC AERIAL (1938)
Drawn By: WJV
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1"A(`{ systellI
LEGEND
Project Limits ............
Parcel Boundary
HUDSON PROPERTY
EEP# 004638
TAR- PAMLICO RIVER BASIN
CHOCOWINITY CREEK TLW
(H U C: 0302 0104010010 )

Scale: N.T.S. 1 8/2013
AL.BEA] ABLE: RF_STOPLATIO.NS, LLC
WETLAND RESTORATION,
STREAM RESTORATION.
& WILDLIFE HABITAT CREATION
P.O BOX 176. FAIRFIELO. NC 2782E
(2521 3330249 -FAX [phone]
EXHIBIT F
HISTORIC AERIAL (1963)
Drawn By: WJV
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Project Limits
Parcel Boundary
HUDSON PROPERTY
EEP# 004638
TAR - PAMLICO RIVER BASIN
CHOCOWINITY CREEK TLW
(HUC:03020104010010)

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HISTORIC AERIAL (1979)
Scale: N.T.S. 8/2013 Drawn By: WJV
'REPARED BY:
ALBERLAkLE RLS FOR- A DONS, LLC r .^
WETLAND RESTORATION,
STREAM RESTORATION, !L'�:{�s 'tem
& WILDLIFE HABITAT CREATION Y •
P.O. BOX 176• FAIRFIELD NC 27826 1 1 i I1q 1 I 1{ !!i
!2521 3330249 .FAX [phone] t ` PROf.RA.
LEGEND
Project Limits
Parcel Boundary
HUDSON PROPERTY
EEP# 004638
TAR - PAMLICO RIVER BASIN
CHOCOWINITY CREEK TLW
(HUC: 03020104010010)

Exhibit I - Site Photographs
Photo #1: Facing upstream towards existing Forest Stand at proposed Reach 1
Photo #2: Facing upstream at end of proposed Reach 1 and 4 confluence

Exhibit I - Site Photographs
Photo #3: Facing upstream at proposed Reach 2
Photo #4: Facing upstream at existing culvert within proposed Reach 2

Exhibit I - Site Photographs
Photo #5: Facing upstream at upstream limits of proposed Reach I
Photo #6: Horse Branch floodplain downstream of Reach 5

Exhibit I - Site Photographs
Photo #7: Facing downstream showing stream bank soil profile
Photo #8: Facing drift lines after storm event on proposed Reach 3

Exhibit I - Site Photographs
Photo #9: Facing upstream at confined flow path causing erosion from existing field

Legend
Hudson Property
Reference Reach
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REFERENCE REACH
N
AHUDSON PROPERTY
0 4 8 16
Miles
ALBEMARLE RESTORATIONS, LLC
WETLAND RESTORATION;
STREAM RESTORATION,
& WILDLIFE HABITAT CREATION
RO. BOX 176 FAIRFIEL.D, NL 27826
(252)333 -0249 FAX [phone]
EXHIBIT J
REFERENCE REACH
VICINITY MAP
W �R .• r.+ r..
OpenStreetMap (and) contnzut6rs, GC -BY -SA
SCALE: 1 inch = 12 miles
HUDSON PROPERTY
EEP# 004638
TAR - PAMLICO RIVER BASIN
CHOCOWINITY CREEK TLW 1 °,((11Vtitf'Itl
(HUC: 03020104010010)
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AHUDSON PROPERTY
0 4 8 16
Miles
ALBEMARLE RESTORATIONS, LLC
WETLAND RESTORATION;
STREAM RESTORATION,
& WILDLIFE HABITAT CREATION
RO. BOX 176 FAIRFIEL.D, NL 27826
(252)333 -0249 FAX [phone]
EXHIBIT J
REFERENCE REACH
VICINITY MAP
W �R .• r.+ r..
OpenStreetMap (and) contnzut6rs, GC -BY -SA
SCALE: 1 inch = 12 miles
HUDSON PROPERTY
EEP# 004638
TAR - PAMLICO RIVER BASIN
CHOCOWINITY CREEK TLW 1 °,((11Vtitf'Itl
(HUC: 03020104010010)

M
650 1,300
Feet

APPENDIX A
SITE PROTECTION INSTRUMENT(S)

BK1759PC276
FOR REGISTReg"ISTEF DEEDS
�ennlfr TION Legge t REGh WhtR Ot",F t
Beaufort - County, NC
Rugusf 15, 2011 12;,36;59
Book 1759 Page 276 -279
FEE $23 0o
INSTRUMENT # 2011004171
PURCHASE, OP`T'ION AGREEMENT
THIS PURCHASE OPTION dated July 26, 2011- is given by Charles, E. Hudson (hereinafter
referred to as "SELLER ") to Albemarle Restorations, LLC (hereinafter referred to as, "AGENT ").
SELLER is the owner of one parcel of real property located in Beaufort County, North Carolina,
(hereinafter referred to as "PROPERTY ") that is identified as PIN # 1202443 8, totaling 106.5_1 acres in the
Beaufort County Tax Office and Deed Book 1650, Page 0079, Map Sheet 566200 in the Beaufort County
Register of Deeds.
AGENT desires to obtain an option to purchase the right to restore, enhance and/or create up to
2.,700 ,linear feet of streams and their associated wetlands, not to exceed a combine total of 15 acres but no
Tess than 12 acres on the PROPERTY for mitigation and/or habitat conservation purposes, and to secure the
protection in perpetuity of said streams and associated wetlands through the recordation of a conservation
easement by the SELLER in the Land Records of Beaufort County, North Carolina, on the terms set forth
below.
In consideration of the sum of ONE DOLLAR ($1:00) paid by the AGENT to the SELLER, and for
other good and valuable consideration, the receipt and sufficiency, of which are herebyacknowledged, the

aK1 7 S 9PC2 7 7
parties agree to the following.
1 Grant of Option. SELLER grants to AGENT first option to purchase the n ght to restore,
enhance and/or create up to 2,7.00 feet of streams and their associated wetlands, not to exceed a combine
total of 15 acres but no less than 12 acres on the PROPERTY for mitigation and/or habitat conservation
purposes, and to secure, the protection in perpetuity of said streams through the recordation of a
conservation easement.by the SELLER in the'Land Records,of Beaufort,County, North,Carolina, subject
to the terms and conditions set forth below. The AGENT may exercise this option to purchase ,the rights
and conservation easement(s) on the PROPERTY in varying amounts.over the time frame of this option
agreement. In the event of acceptance of this Option in part or in total by AGENT, SELLER agrees as
follows:
a. That SELLER will allow AGENT, its subcontractors, employees, agents or assigns, the right
to enter in and upon the PROPERTY to proceed with construction of the necessary stream
restoration, .enhancement and/or creation including, but not limited ,to, analyzing,, collection of
data, surveying and constructing and planting of mitigation site(s).
b. That SELLER will allow AGENT, its subcontractors, employees or agents or assigns, the right to
enter in and upon the PROPERTY at reasonable times and upon reasonable advance,notice for a
period of seven (7) years from the date of completion of the mitigation to inspect, construct,
replant, replace, maintain and repair the mitigation rsite. AGENT will save and hold SELLER
harmless from damages associated with AGENT'S,perforrnance of the design, construction, and
monitoring of the proposed stream mitigation project on the PROPERTY, until such time as the
mitigation project has been approved as successful and complete by the North Carolina
Ecosystem Enhancement Program (NC EEP) or their assigns.
2. Time. The AGENT'S option to purchase,the easement(s) must be,exercised:in writing;byAGENT'on or
before March 4, 2013. If the option to purchase ,is not exercised on or before that date, this option to

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purchase shall automatically cease and terminate, neither party shall have any further rights hereunder, at
law or` n equity, and this Agreement shall be null and void, all without further action or documentation by
either ,party.
3. Manner. The AGENT shall deliver to the SELLER written intent to exercise this option once the
property is accepted by the NC EEP or their assigns, together with the Conservation Easement set forth in
Exhibit A. SELLER shall then execute and deliver the ConservationEasement to the AGENT for review
by the State of North Carolina, (STATE). Once approved by the STATE, the AGENT shall record the
Conservation Easement and be reimbursed by the NC EEP, at whichtime;the exchange ofpurchase,monies
between SELLER and AGENT shall take place at an agreed upon time and place. The purchase price
under this option shall be Ten Thousand Dollars-L$10.,000.00) per acre. The actual number of acres
purchased.shall be determined by survey. The failure of the SELLER to execute and return a fully executed
copy of the Conservation Easement,to the AGENT shall not affect the enforceability, of this Agreement and
this Agreement shall be binding upon and enforceable ,against the SELLER. The AGENT is solely
responsible for all costs associated with the,survey, transfer and recording of said Conservation Easement.
4. Rights and Obligations of the Parties if the Option is Exercised. In the event that AGENT
exercises this,option to purchase within the time and in the manner herein before provided, then thereafter
the rights and obligations of the parties with,respect to the Conservation Easement shall:be governed by the
terms and conditions contained in the Conservation Easement.
5. Time of.the Essence. Time shall be of the essence of this Option Agreement.
IN WITNESS WHEREOF the parties have duly executed this Agreement and affixed their seals as of
the date set forth above.
SELLER
B - �EAL),
Charles E. Hudson

AGENT
Albemarle Restorations, LLC
By: (SEAL)
Edmund. R. Temple, Jr. member /manager
STATE OF NORTH CAROLINA,
COUNTY OF
rK1 59FC27
M
HEATHER FINCH
Notary Public
Beaufort Co,, North Carolina
M; Commission Expires June 4, 2013
WM�M
I, 1 _ Ul ' a Notary'Public for said County and State, do hereby
certify that Charles E. udson personally appeared before me this day and acknowledged the due
execution of the foregoing °instrument.
Witness my hand and official seal, this the 0 -V�day of
My Commission expires: LL
4P I
No tary Pu He
STATE OF NO CAROLINA,
COUNTY OF Q
I, 1— e P I/ 4-�:j- Vl ch , a Notary Public for said County and State, do hereb y
certify that Edmund,R. Temple, Jr., a member /manager of Albemarle Restorations, LLC, a limited
liability company, personally appeared before me this day and acknowledged the due execution of the
foregoing instrument on behalf of the company.
Witness my hand and official seal, this the (qAday of _ )(A 2 {
My'Commission expires:
Notary Public
HEATHER FINCH
Notary,Publx:
Beaufort Co , North Carolina
M� Commission Expires June 4, 2013

STATE OF NORTH CAROLINA DEED OF CONSERVATION EASEMENT
AND RIGHT OF ACCESS PROVIDED
PURSUANT TO
FULL DELIVERY
MITIGATION CONTRACT
COUNTY
SPO File Number:
EEP Project Number:
Prepared by Office of the Attorney General
Property Control Section
Return to. NC Department of Administration
State Property Office
1321 Mail Service Center
Raleigh, NC 27699 -1321
THIS DEED OF CONSERVATION EASEMENT AND RIGHT OF ACCESS, made
this day of , 20_, by Landotivner name does here
, ( "Grantor "), whose mailing address is Lanclotivnei adeh ess eoes here , to the State of
North Carolina, ("Grantee "), whose mailing address is State of North Carolina, Department of
Administration, State Property Office, 1321 MailService Center, Raleigh, NC 27699 -1321,, The
designations of Grantor and Grantee as used herein shall include said parties, their heirs,
successors, and assigns, and shall include singular, plural, masculine, feminine, or neuter as
required by context
WITNESSETH:-
WHEREAS, pursuant to the provisions of N.C. Gen. Stat. ,§ '143 -2.14 8 et seq., the State
of North Carolina has established the Ecosystem Enhancement Program (formerly known as the
Wetlands Restoration Program) within the Department of Environment and Natural Resources
for the purposes of acquiring, maintaining, restoring, enhancing, creating and preserving wetland`
and npanan resources that contribute to the protection and improvement of water quality; flood
prevention, fisheries, aquatic habitat, wildlife,habitat, and recreational opportunities; and
WHEREAS, this Conservation Easement from Grantor to Grantee has been negotiated,
arranged and provided for as ,a condition of a full delivery Contract 'between ( insert name and
adch ess of fid[ delrvew contract p, ovcder 1 and the North Carolina Department of Environment and
Natural Resources, to provide stream, wetland and /or buffer mitigation pursuant to the North
Carolina Department of Environment and Natural Resources Purchase and Services Contract,
Number
WHEREAS, The'State of North Carolina is qualified to be the Grantee of a Conservation
Easement pursuant to N.C. Gen Stat. § 121 -35, and
NCEEP Full Delivery Conservation Easement Template adopted 5 July 2042
Page 1 of 1l

WHEREAS, the Department of Environment and Natural Resources and the Um_ted
States Army Corps of Engineers, Wilmington District entered into a Memorandum of
Understanding, (MOU) duly executed by all parties on November 4, 1998 This MOU
recognized that the Wetlands Restoration Program was to provide effective compensatory
mitigation for authorized impacts to wetlands, streams and other aquatic resources by restoring,
enhancing and, preserving the wetland and riparian areas of the ,State; and
WHEREAS, the Department of Environment and Natural Resources, the North Carolina
Department of Transportation and the United States Army Corps of Engineers, Wilmington
District entered into a Memorandum of Agreement, (MOA) duly executed by all parties in
Greensboro, NC on July 22, 2003, which recognizes that the Ecosystem Enhancement Program
is to provide for compensatory mitigation by effective protection of the land, water and natural
resources of the State by restoring, enhancing and preserving ecosystem functions; and
WHEREAS, the Department of Environment and Natural Resources, the° U.S: Army
Corps of Engineers, the U.S Environmental Protection Agency, the U.S Fish acid Wildlife
Service, the North Carolina Wildlife Resources Commission, the North Carolina Division of
Water Quality, the North Carolina Division �of Coastal Management, and the National Marine
Fisheries Service entered into an agreement to continue the In -Lieu Fee operations of the North
Carolina Department of Natural Resources' Ecosystem Enhancement Program with an effective
date of 28 July, 201'0,, which supersedes and replaces -the previously effective MOA ,and MOU
referenced above, and
WHEREAS, the acceptance of this instrument for and on behalf of the State of North
Carolina was granted to the Department of Administration by resolution as approved by the
Governor and Council of State adopted at a meeting held in the City of Raleigh, North Carolina,
on the 81" day of February 2000; and
WHEREAS, the Ecosystem Enhancement Program in the Department of Environment
and Natural Resources, which has been delegated the authority authorized by the Governor and
Council of State to the Department of Administration, has approved acceptance of this
instrument; and
WHEREAS, Grantor owns in fee simple certain real property situated, lying, and being
in _ Township, County„ North Carol'ma (the "Property"), and being
more particularly described as that certain parcel of land containing approximately
acres and being conveyed to the Grantor by deed as recorded in Deed Book at Page
of the County Registry, North Carolina, and
WHEREAS,, Grantor is willing -to grant a Conservation Easement and Right of Access
over the herein described areas of the Property, thereby restricting and limiting the use, of the
areas of the Property subject to the Conservation Easement to the terms and conditions and
purposes hereinafter set forth, and Grantee is willing to accept said Easement and Access Rights.
The Conservation Easement shall be for the protection and benefit of the waters of V known
insert name of stream, branch, river or waterway here.
NCEEP Full Delivery Conservation Easement Template adopted 5 July 2012
Page 2 of 11

NOW, THEREFORE, in consideration of the mutual covenants, terms, conditions, and
restrictions hereinafter set forth, Grantor unconditionally and irrevocably hereby grants and
conveys unto Grantee, its successors and assigns, forever and in ,perpetuity, a Conservation_
Easement along with a general Right of Access.
The Conservation Easement Area consists of the following.
Tracts Number _ containing a total of acres as shown on the plats
of survey entitled "Final Plat, Conservation Easement for North Carolina Ecosystem
Enhancement Program, Project Name. , SPO File No , EEP Site No.
Property of ," dated , 20_ by name
of surveyor, PLS Number and recorded in the County, North
Carolina Register of Deeds at Plat Book Pages
See attached "Exhibit A ", Legal Description of area of the Property hereinafter referred to as the
"Conservation Easement Area"
The purposes of'this Conservation Easement are to maintain, restore, enhance, construct,
create and preserve wetland and /or riparian resources in the Conservation Easement Area that
contribute to the protection and improvement of water quality, flood prevention, fisheries,
aquatic habitat, wildlife habitat, and recreational opportunities, to, maintain permanently the
Conservation Easement Area in its natural condition,, consistent with these purposes; and to
prevent any use of the Easement Area that will significantly impair or interfere with these
purposes 'To achieve these purposes, the f6llowmg conditions and restrictions are set forth:
I. DURATION OF EASEMENT
Pursuant to law, including the above referenced statutes, this Conservation Easement and
Right of Access shall be perpetual and it shall run with, and be a continuing restriction upon the
use of, the Property,, and it shall be enforceable by the Grantee against the Grantor and against
Grantor's heirs, successors and assigns, personal representatives, agents, lessees, and licensees.
II. GRANTOR RESERVED USES AND RESTRICTED ACTIVITIES
The Conservation Easement Area shall be restricted from any development or' usage; that
would impair or interfere, with the purposes of this Conservation Easement. Unless expressly
reserved as a compatible use herein, any activity in, or use of, the Conservation Easement Area
by the Grantor is prohibited as inconsistent with the purposes of this Conservation Easement.
Any rights not expressly reserved hereunder by the Grantor have been acquired by the Grantee.
Any rights not expressly reserved hereunder by the Grantor, including the rights to all mitigation
credits, including, but not limited to, stream, wetland, and riparian buffer mitigation units,
derived from each site within the area of the Conservation Easement, are conveyed to and belong
to the Grantee Without limiting the generality of the foregoing, the following specific uses are
prohibited, restricted, or reserved as indicated:
NCEEP Full Delivery Conservation Easement Template adopted 5 July 2012
Page 3 of I 1

A. Recreational Uses. Grantor expressly reserves the right to undeveloped recreational
uses, including hiking, bird watching, hunting and fishing, and access to the Conservation_
Easement Area for the purposes thereof
B. Motorized Vehicle Use. Motorized vehicle use in the Conservation Easement Area is
prohibited except within a Crossing Area(s) or Road -or Trarl as shown on the recorded survey
plat or as specifically allowed within a fence maintenance zone as described in section D or
a Road or Trail described in section H.
The Grantor reserves the right, for himself, his successors and assigns, to operate motorized
vehicles within Crossing Area(s) described on the survey recorded in Plat 'Book
Page , of the County Registry as "reserved stream crossing ". Said crossing
shall not exceed feet in width, and must be maintained and repaired by Grantor, his
successors or assigns to prevent degradation of the Conservation Easement Area.
C. Educational Uses. The Grantor reserves the right to engage in and permit others to
engage in educational' uses in the Conservation Easement Area not inconsistent with this
Conservation Easement, and the right of access to the Conservation Easement Area for such
purposes including organized educational 'activities such as site visits and observations.
Educational uses of the property shall not alter-vegetation, hydrology or topography of the site
D. Damage to Vegetation. Except within Crossing Area(s) as shown on the recorded
survey plat and as related to the removal of non - native plants, diseased or damaged trees, or
vegetation that destabilizes or renders unsafe the Conservation Easement Area to persons or
natural habitat, all cutting, removal, mowing, harming, or destruction of any trees and vegetation
in the Conservation Easement Area is prohibited with the following exception.
Notwithstanding the foregoing, if there is a fence within the Conservation Easement Area; the
Grantor reserves the right to mow and maintain vegetation within 10 feet of the Conservation
Easement boundary as shown on the Survey Plat and extending along the entire length of the
fence The Grantor, his successors or assigns shall be solely responsible for maintenance of the
fence for as long as there is livestock on the Grantor's property adjacent to the Conservation
Easement Area
E. Industrial, Residential and Commercial Uses. All industrial, residential and
commercial uses are prohibited in the Conservation Easement Area
F. Agricultural Use. All agricultural uses, are prohibited within the, Conservation Easement
Area including any use for cropland, waste lagoons, or pastureland
G. New Construction. There shall be no building, facility, mobile home, antenna, utility
pole, tower, or other structure constructed or pl'aced.in the Conservation Easement Area.
H. Roads and Trails. There shall be no construction or maintenance of roads, trails,
walkways, or paving in the Conservation Easement Area with the following exception:
NCEEP'Full Delivery Conservation Easement Template adopted 5 July 2012
Page 4 of 11

Only roads and trails located within the Conservation Easement Area prior to completion of the
construction of the restoration project and within crossings shown on the recorded survey plat
may be maintained by Grantor, successors or assigns to allow for access to the interior of the,
Property, and must be repaired and maintained to prevent runoff and ,degradation to the
Conservation Easement Area Such roads and trails shall be covered with pervious materials
such as, loose gravel or permanent vegetation in order to mimmize runoff and prevent
sedimentation
I. Signs. No signs shall be permitted in the Conservation Easement Area except
interpretive signs describing restoration activities and the conservation values of the
Conservation Easement Area, signs identifying the owner of the Property and the 'holder of the
Conservation Easement, signs giving directions, or signs prescribing rules and regulations for the
use of the Conservation Easement Area.
J. Dumping or Storing. Dumping or storage of soil, trash, ashes, garbage, waste,
abandoned vehicles, appliances, machinery, or any other material in the Conservation Easement
Area is prohibited.
K. Grading, Mineral Use, Excavation, Dredging. There shall be no grading, filling,
excavation, dredging, mining, drilling, hydraulic fracturing, removal of'topsoil, sand, gravel,
rock, peat, minerals, or other materials.
L. Water Quality and Drainage Patterns. There shall be no diking, draining; dredging,
channeling, filling, leveling, pumping, impounding or diverting, causing, allowing or permitting
the diversion of surface or underground water in the Conservation Easement Area. No altering
or tampering with water control structures' or devices, or disruption or alteration of the restored,
enhanced, or created drainage patterns is allowed All removal of wetlands, polluting or
discharging into waters, springs, seeps, or wetlands, or use of pesticide or biocides in the
Conservation Easement Area is prohibited. In the event of an emergency interruption or
shortage of all other water sources, water from within the Conservation Easement Area may
temporarily be withdrawn for good cause shown as needed for the survival of livestock on the
Property
M. Subdivision and Conveyance. Grantor voluntarily agrees that no further subdivision,
partitioning, or dividing of the Conservation Easement Area portion of the Property owned by the
Grantor in fee simple ("fee") that is subject to this Conservation Easement is allowed. Any future
transfer of the Property shall be subject to this Conservation Easement and Right of Access and to the
Grantee's right of unlimited and repeated ingress and egress over and across the Property to the
Conservation Easement Area for the purposes set forth herein
N. Development Rights. All development rights are permanently removed from the
Conservation Easement Area and are non - transferrable.
O. Disturbance of Natural Features Any change, disturbance, alteration or impairment of
the natural features of the Conservation Easement Area or any intentional introduction of non-
native plants, trees and /or animal species by Grantor is prohibited
NCEEP'Full Delivery Conservation Easement'Template adopted 5 July "201'2
Page 5 of 11

The Grantor may request permission to vary from the above restrictions for good cause
shown, provided that any such request is not inconsistent with the purposes of this Conservation
Easement, and the Grantor obtains advance written approval from the N.C. Ecosystem
Enhancement Program, whose mailing address is 1652 Mail Services Center, Raleigh, NC
27699 -1652.
III. GRANTEE RESERVED USES
A. Right of Access, Construction, and Inspection. The Grantee, its employees and agents,
successors and assigns; receive a perpetual Right of Access to the Conservation Easement Afea
over the Property at reasonable times to undertake any activities to restore, construct, manage,
maintain; enhance, protect, and monitor the stream, wetland and any other riparian i esources in
the Conservation Easement Area, in accordance with restoration activities or a long -term
management plan. Unless otherwise specifically set forth in this Conservation Easement, the
rights granted herein do not include or establish for the public any access rights.
B. Restoration Activities. These activities include planting of trees; shrubs and herbaceous
vegetation, installation of monitoring wells, utilization of heavy equipment to grade, fill, and
prepare the soil, modification of the hydrology of the site, and installation of natural and
manmade materials as needed to direct in-stream, above ground, and subterraneous water flow.
C. Signs. The Grantee, its employees and agents, successors or assigns, shall be permitted
to place signs and wetness posts on the Property to include any or all of the following: describe
the project, prohibited activities 'within the Conservation Easement, or identify the project
boundaries and the ,holder of the Conservation Easement.
D. Fences. The Grantee, its employees and agents, successors or assigns, shall be permitted
to place fencing ,on the Property within the Conservation Easement Area to restrict livestock
access. Although the Grantee is not responsible for fence maintenance, the Grantee resefves the
right to maintain, repair or replace the fence at the sole discretion of the Grantee and at the
expense of the Grantor, who agrees to indemnify the Grantee for any costs incurred as a result of
maintenance, repair or replacement of the fence if such costs are required to protect the
Conservation Easement Area from repeated incidents of grazing or other prohibited activities.
E. Crossing Area(§). The Grantee is not responsible for maintenance of crossing area(s),
however, the Grantee, its employees and agents, successors or assigns, reserve the right to repair
crossing area(s), at its sole discretion and to recover the cost of such repairs from the Grantor if
such repairs are needed as a result of activities of the Grantor „his successors or assigns
IV. ENFORCEMENT AND REMEDIES
A. Enforcement. To, accomplish the purposes ,of this Conservation Easement, Grantee is
allowed to prevent any activity within the Conservation Easement Area that is inconsistent with
the purposes of this Conservation Easement and to require the, restoration ,of such areas or
features in the Conservation Easement Area that may have been damaged by such unauthorized
activity or use. Upon any breach of the terms of'this Conservation Easement by Grantor, the
NCEEP Full Delivery Conservation Easement Template adopted 5 July 2012
Page 6 of 11

Grantee shall, except as provided below, notify the Grantor in writing of such breach and the
Grantor shall have ninety (90) days aver receipt of such notice to correct the damage caused by
such breach. If the breach and damage remains uncured after ninety (90) days, the Grantee may
enforce this Conservation Easement by bringing appropriate legal proceedings including an
action to recover damages, as well as injunctive and other relief. The Grantee shall also have the
power and authority, consistent with its, statutory authority. (a) to prevent any impair=ment ,of the
Conservation Easement Area by acts which may be unlawful or in violation of this Conservation
Easement; (b) to otherwise preserve or protect its interest in the Property; or (c) to seek damages
from any appropriate person or entity. Notwithstanding the foregoing, the Grantee reserves the
immediate right, 'without notice, to obtain a temporary restraining' order, injunctive or other
appropriate relief, if the breach is or would irreversibly or otherwise materially impair the
benefits to be derived from this Conservation Easement, and the Grantor and Grantee
acknowledge that,the damage would be irreparable and remedies at law inadequate. The fights
and remedies of the Grantee provided hereunder shall be ,m addition to, and not in lieu of, all
other rights and remedies available to Grantee in connection with this Conservation Easement.
B. Inspection. The Grantee, its employees and agents, successors and assigns, have the
right, with reasonable notice, to enter the Conservation Easement Area over the Property at
reasonable times for the purpose of inspection to determine whether the Grantor is complying
with the terms, conditions and restrictions of this Conservation Easement.
C. Acts Beyond Grantor's Control. Nothing contained in this Conservation Easement
shall be construed to entitle Grantee to bring any action against Grantor for any injury or change
in the Conservation Easement Area caused by third parties, resulting from causes beyond the
Grantor's control, including, without limitation, fire, flood, storm, and earth movement, or from
any prudent action taken in good faith by the Grantor under emergency conditions to prevent,
abate, or mitigate significant injury to life or damage to the Property resulting from such causes.
A. Costs of Enforcement. Beyond regular and typical monitoring expenses, any costs
incurred by Grantee in enforcing the terms of this Conservation Easement against Grantor,
including, without limitation, any costs of restoration necessitated by Grantor's acts or ornis_s_ ions
in violation of the tenns of this Conservation Easement, shall be borne by Grantor.
E. No Waiver. Enforcement of this Easement shall be at the discretion of the Grantee and
any forbearance, delay or omission by Grantee to exercise its rights hereunder in the event of any
breach of any term set forth herein shall not be construed to be a waiver by Grantee.
V. MISCELLANEOUS
A. This instrument sets forth the entire agreement of the parties with respect to the
Conservation Easement and supersedes all prior discussions, negotiations, understandings or
agreements relating to the Conservation Easement. If any provision is found to be invalid, the
remainder of`the provisions of`the Conservation Easement, and the application of such provision
to persons or circumstances other than those as to which it is found to be invalid, shall not be
affected thereby
NCEEP Full Delivery Conservation Easement Template adopted.5 July 2012
Page 7 of`11

B. Grantor is responsible for any real estate taxes, assessments, fees,, or charges levied upon
the Property. Grantee shall not be responsible for any costs or liability of any kind related to the
ownership, operation, insurance, upkeep, or maintenance of the Property, except as expressly
provided herein. Upkeep of any constructed bridges, fences, or .other amenities on the Property
are the sole responsibility of the Grantor. Nothing herein shall relieve the Grantor, of the
obligation to comply with federal, state or local laws, regulations and permits that may apply to
the exercise of the Reserved Rights
C. Any notices.shall be sent by registered or certified marl, return receipt `requested to the
parties at their addresses shown herein or to other addresses as either party establishes in writing
upon notification to the other.
D. Grantor shall notify Grantee- in writing of the name and address and any party to whore
the Property or any part thereof is to be transferred at or prior to the time said transfer is made
Grantor further agrees that any subsequent lease, deed, or other legal instrument by which any
interest in the Property is conveyed is subject to the Conservation Easement herein created
E. The Grantor and Grantee agree that the terms of this Conservation Easement shall survive
any merger of the fee and easement interests in the Property or any portion thereof
F. This Conservation Easement and Right of Access may be amended, but only in writing
signed by all parties hereto, or their successors or assigns, if such amendment does not affect the
qualification of this Conservation Easement or the status of the Grantee under any applicable
laws, and is consistent with the purposes of the Conservation Easement. The owner, of the
Property shall notify the State Property Office and the U.S: Anny Corps of.Engineers in writing
sixty (60) days prior to the initiation of any transfer of all or any part of the, Property or of any
"request to void or- modify this Conservation Easement. Such notifications and modification
requests shall be addressed to:
Ecosystem Enhancement Program Manager
State Property Office
1`321 Marl ,Service Center
Raleigh, NC 27699 -1321
and
General Counsel
US' Ar ny Corps of Engineers
69 Darlington Avenue
'Wilmington, NC 28403
G. The parties recognize and agree that the benefits of this Conservation Easement are in
gross and assignable provided, however, that the Grantee hereby covenants and agrees; that ,m
the event it transfers or assigns this Conservation Easement, the organization receiving the
interest will be a qualified holder under N C Gen Stat. § 121 =34 et seq. and § 1,70(h) of the
NCEEP Full Delivery Conservation Easement Template adopted 5 July 2012
Page 8 of 11

Internal Revenue, Code, and the Grantee further covenants and agrees that the terms of the
transfer or assignment will be such that the transferee or assignee will be required to continue in
perpetuity the conservation purposes described in this document
VI. QUIET ENJOYMENT
Grantor reserves all remaining rights accruing from ownership of the Property, including
the right to engage, in or permit or,mvite others to engage in only those uses of the Conservation
Easement Area that are expressly reserved herein, not prohibited or,restricted herein; and are not
inconsistent with the purposes of this Conservation Eascment. Without limiting the,generality of
the foregoing, the Grantor expressly reserves to the Grantor, and the Grantor's invitees and
licensees, the right of access to the Conservation Easement Area, and the right of quiet
enjoyment of the Conservation Easement Area,
TO HAVE AND TO HOLD, the said rights and easements perpetually unto the State of
North Carolina for the aforesaid purposes,
AND Grantor covenants that Grantor is seized of said premises in fee and has the right to
convey the permanent Conservation Easement herein granted; that the same is free from
`encumbrances and that Grantor will wartant and defend' title to the same against the claims of all
persons whomsoever
NCEEP Full Delivery Conservation Easement Template adopted 5 July 2012
Page 9 of 1 1

IN TESTIMONY WHEREOF, the Grantor has hereunto set his hand and seal, the day
and year first above written.
(SEAL)
NORTH CAROLINA
COUNTY OF
1, , a Notary Public to and for the County and State
aforesaid, do hereby certify that , Grantor, personally appeared
before me this day and acknowledged the execution of the foregoing instrument
IN WITNESS' WHEREOF, I have hereunto set my hand and Notary Seal this the
day of 20_.
Notary Public
My commission expires:
NCEEP Full Delivery Conservation Easement Template adopted 5 July 2012,
Page 10 of 11

Exhibit
[INSERT LEGAL IDESCRIPTI ®N]
NCEEP Full Delivery Conservation Easement- Template adopted 5 July'20,12
Page 11 of 11

APPENDIX B
BASELINE INFORMATION DATA

Categorical Exclusion Form for Ecosystem Enhancement
Program Projects
Version 1 4
Note: Only Appendix A should to be submitted (along with any supporting documentation) as the
environmental document.
' art
1: General Project Information
Project Name:
1 Hudson Property
Count Name:
-
Beaufort County
-- _
EEP Number:
95361 - - --
- --
Project Sponsor: W
Albemarle Restorations LLC
Project Contact Name:
Edmund Temple
Project Contact Address:
P.O. Box 176 Fairfield, NC 27826
-�
Project Contact E -mail: [e-mail] _
EEP Project Man a er: I Heather smith _ -
Project Description
The project will provide up to 2,700 SMUs to unnamed tributaries of Horse Branch in the Chocowinity Creek targeted
local watershed (Catalog Unit. 03020104010010)
For Official Use Only
Reviewed By:
Date
EEP Project Manager
Conditional Approved By:
Date
For Division Administrator
FHWA
❑ Check this box if there are outstanding issues
Final Approval By:
3
-
Date
or Division Administrator
F14WA
6 Version 1 4, 8/18/05

Part 2: All Projects
Regulation/Question Response
Coastal Zone Management Act CZMA
1. Is the project located in a CAMA county?
❑ Yes
❑ No
2. Does the project involve ground- disturbing activities within a CAMA Area of
❑ Yes
Environmental Concern (AEC)?
[] No
❑ N/A
3. Has a CAMA permit been secured?
❑ Yes
❑ No
[] N/A
4. Has NCDCM agreed that the project is consistent with the NC Coastal Management
❑ Yes
Program?
❑ No
[] N/A
Com rehensive Environmental Response, Compensation and Liabilit Act CERCLA
1. Is this a "full- delivery" project?
❑✓ Yes
❑ No
2. Has the zoning /land use of the subject property and adjacent properties ever been
❑ Yes
designated as commercial or industrial?
❑✓ No
❑ N/A
3. As a result of a limited Phase I Site Assessment, are there known or potential
Yes
hazardous waste sites within or adjacent to the project area?
No
_
❑ N/A
4. As a result of a Phase I Site Assessment, are there known or potential hazardous
❑ Yes
waste sites within or adjacent to the project area?
❑ No
❑✓ N/A
5. As a result of a Phase II Site Assessment, are there known or potential hazardous
Yes
waste sites within the project area?
❑ No
❑✓ N/A
6. Is there an approved hazardous mitigation plan?
❑ Yes
❑ No
— - - -- - - - --
❑✓ N/A
—_
National Historic Preservation Act Section 106
1. Are there properties listed on, or eligible for listing on, the National Register of
Yes
Historic Places in the project area?
❑✓ No
2. Does the project affect such properties and does the SHPO /THPO concur?
❑ Yes
❑ No
❑✓ N/A
3. If the effects are adverse, have they been resolved?
❑ Yes
❑ No
❑N/A
Uniform Relocation Assistance and Real Property Acquisition Policies Act Uniform
Act
1. Is this a "full- delivery" project?
✓ Yes
❑ No
_
2. Does the project require the acquisition of real estate?
✓ Yes
❑ No
❑ N/A
3. Was the property acquisition completed prior to the intent to use federal funds?
❑ Yes
❑✓ No
❑ N/A
4. Has the owner of the property been informed:
0 Yes
prior to making an offer that the agency does not have condemnation authority-, and
❑ No
what the fair market value is believed to be? _
❑ N/A
11nr� ,r 4 n 01401r%V

\ /arcinn 1 A R!1 S2 /f1F
Part . •
Regulation/Question
Response
American Indian Religious Freedom Act AIRFA
1.
Is the project located in a county claimed as "territory" by the Eastern Band of
❑ Yes
Cherokee
Indians?
Q No
2.
Is the site of religious importance to American Indians? _
❑ Yes
❑ No
Q N/A
3.
Is the project listed on, or eligible for listing on, the National Register of Historic
Yes
Places?
❑ No
❑✓ N/A
4.
_ _ _
Have the effects of the project on this site been considered?
Yes
❑ No
N/A
Antiquities Act AA
1.
Is the project located on Federal lands?
❑ Yes
❑� N o
2.
Will there be loss or destruction of historic or prehistoric ruins, monuments or objects
❑ Yes
of
antiquity?
❑ No
N/A
3.
Will a permit from the appropriate Federal agency be required?
❑ Yes
❑ No
Q N/A
4.
Has a permit been obtained?
❑ Yes
❑ No
_— _
❑✓ N/A
_
Archaeological Resources Protection Act ARPA
1.
Is the project located on federal or Indian lands (reservation)?
❑ Yes
❑✓ No
2.
Will there be a loss or destruction of archaeological resources?
❑ Yes
❑ No
Q N/A
3.
Will a permit from the appropriate Federal agency be required?
❑ Yes
❑ No
❑ N/A
4.
_
Has a permit been obtained?
❑ Yes
❑ No
[2] N/A
Endangered Species Act ESA
1.
Are federal Threatened and Endangered species and/or Designated Critical Habitat
❑✓ Yes
listed for the county?
❑ No
2.
Is Designated Critical Habitat or suitable habitat present for listed species?
ETYes
Q No
❑ N/A
3.
_
Are T &E species present or is the project being conducted in Designated Critical
❑ 'Yes
Habitat?
❑ No
❑✓ N/A
4.
Is the project "likely to adversely affect" the species and/or "likely to adversely modify"
❑ 'Yes
Designated Critical Habitat?
❑ No
❑N/A
5.
Does the USFWS /NOAA- Fisheries concur in the effects determination?
❑ Yes
❑ No
❑✓ N/A
6.
Has the USFWS /NOAH- Fisheries rendered a "jeopardy" determination?
'(es
❑ No
\ /arcinn 1 A R!1 S2 /f1F

Vcnrcinn 1 A 0l10mc
Executive Order 13007 Indian Sacred Sites
1. Is the project located on Federal lands that are within a county claimed as "territory"
Yes
by the EBCI?
❑No
2. Has the EBCI indicated that Indian sacred sites may be impacted by the proposed
Yes
project?
❑ No
3. Have accommodations been made for access to and ceremonial use of Indian sacred
[✓] N/A
Yes
sites?
❑ No
--
❑✓ N/A
Farmland Protection Policy Act FPPA
1. Will real estate be acquired?
✓ Yes
❑ No
2. Has NRCS determined that the project contains prime, unique7statewide cally
Yes
important farmland?
❑✓ No
_
3. Has the completed Form AD -1006 been submitted to NRCS?
❑ N/A
Yes
❑ No
— - - -— — - -- _
❑✓ N/A
Fish and Wildlife Coordination Act FWCA
1. Will the project impound, divert, channel deepen, or otherwise control /modify any
Yes
water body?
[] No
_
2. Have the USFWS and the NCWRC been consulted?
❑ Yes
❑ No
--
✓❑ N/A
Land and Water Conservation Fund Act Section 6
1. Will the project require the conversion of such property to a use other than public,
Yes
outdoor recreation?
[] No
2. Has the NPS approved of the conversion? V
[] Yes
[] No
--
[ N/A
Magnuson and Act Essential Fish
Habitat
1. Is the project located in an estuarine system?
Yes
_ _
2. Is suitable habitat present for EFH- protected species?
No
Yes
No
3. Is sufficient design information available to make a determination of
N/A
Yes
project on EFH?
No
lofthe
N/A
4. Will the project adversely affect EFH?
Yes
No
5. Has consultation with NOAA- Fisheries occurred?
N/A
Yes
No
Migratory Bird Treat Act MBTA
1. Does the USFWS have any recommendations with the project relative to the MBT?E]l
Yes
2 Ha ve the USFWS recommendations been incorporated?
No
Yes
No
NIA
Wilderness Act
I. Is the project in a Wilderness area?
❑ Yes
❑✓ No
2. Has a special use permit and /or easement been obtained from the maintaining
❑ Yes
federal agency?
❑ No
-- - - - - -- —_r_
❑✓ N/A
Vcnrcinn 1 A 0l10mc

Appendix A
Categorical Exclusion Form for Ecosystem Enhancement
Program Projects
Version 1.4
Note: Only Appendix A should to be submitted (along with any supporting documentation) as the
environmental document.
' art
Project Name:
1: General Project Information
Hudson Property
Co nty Name: -
Beaufort County -�
EEP Number:
85361 - -�__— - -
Project Sponsor:
Albemarle Restorations. LLC
Project Contact Name:
Edmund Temple
Project Contact Address:
P . Box 176 Fairfield. NC 27826
Project Contact E -mail: I
edtemple @vol.com
EEP Project Manager: I
Heather Smith —
)roiect will provide up to 2,700 SMUs to unnamed tributaries of Horse
watershed (Catalog Unit. 03020104010010)
Reviewed By:
Date
Conditional Approved By:
Date
❑ Check this box if there are outstanding issues
Final Approval By:
Date
In the Chocowinity
EEP Project Manager
rgeted
For Division Administrator
FHWA
H"I''Z -sion Administrator
FHWA
6 Version 1.4, 8/18/05

Albemarle Restorations, LLC
Weiland Restoration
Stream Restoration
Wildlife Habitat
March 12, 2013
North Carolina Department of Environment and Natural Resources
Ecosystem Enhancement Program
ATTN: Ms. Heather Smith
1652 Mail Service Center
Raleigh, NC 27699 -1652
RE: Task 1, Coastal Zone Management Act Requirements
EEP Contract #004638, IMS# 95361
Hudson Property Site, Beaufort County, NC
Dear Heather:
Please find attached a revised Categorical Exclusion Form, page 7, regarding the Coastal
Zone Management Act (CZMA) question #4 for the above referenced project. A
nationwide permit #27 will be required for the project and based on the North Carolina
Department of Environment and Natural Resources (NCDENER), Division of Coastal
Management (DCM) consistency concurrence letter dated March 12, 2012, to the US
Army Corps of Engineers, Wilmington District, all 50 Nationwide permits are consistent
with North Carolina's Coastal Management Program. In the event that a nationwide
permit is not received for the mitigation project then an individual consistency
certification from NCDENR DCM will be provided.
Please call me at 252- 333 -0249 or e-mail at edteni lot VOLcom if you have any
questions or comments.
Sincerely,
E
Edmund R_ Temple. Jr.
Principal
P.O. BOX 204
GATESVILLE, NC 27938
PHONE, (252)333 -0249
FAX [phone]

Albemarle Restorations, LLC
Wetland Restoration
Stream Restoration
Wildlife Habitat
January 16, 2013
Mr. John Hammond
Endangered Species Coordinator
US Fish and Wildlife Service, Raleigh Field Office
P.O. Box 33726
Raleigh, NC 27636 -3726
RE: Hudson Property Stream Mitigation Project (Beaufort County)
Threatened and Endangered Species Project Review
Dear Mr. Hammond,
This is a follow up letter which provides additional habitat analysis information and conclusions
on whether listed T &E species for Beaufort County will be affected by the proposed project.
The site is positioned on 15 acres of cropland located on a 106.51 acre farm within the northeast
quadrant of the intersection between Route 17 and Route 1127 (Possum Track Road) in
Beaufort County, NC. The site is situated approximately 6 miles southeast of the Chocowinity
Bay and Pamlico River confluence and 4.4 miles north of the Beaufort and Craven County line.
The project contains natural headwater streams that have been extensively ditched and cleared
for agricultural production. Historical USDA photos show that the project site has been in
continuous crop production since 1938.
An updated T &E species list for Beaufort County with habitat analyses for each species based on
current on -site conditions is provided below.
We thank you in advance for your timely response and cooperation. Please feel free to contact
me at (252) 333 -0249 with any questions.
Sincerel
Edmund R. Temple, Jr. i
Principal
P.U. BOX 176
FAIRFIELD, NC 27826
PHONE [phone]

Threatened and Endangered (T &E) Species List,for Beaufort County
Common, Name Scientific Name
Federal
Status
Record
Status
Biological
Conclusion
Vertebrates
American eel
Anguilla rostrato
FSC
Current
No Effect
Atlantic sturgeon
g
Acipenser oxyrrnchus
oxyrinchus
E
Current
No Effect
Bald eagle
Haliaeetus leucocephalus
BGPA
Currenty
NolEffect
Black- throated green
warbler
Dendrorco vireos waynei
FSC
Current
Nb Effect
Carolina gopher frog
Rana capito caprto
FSC
Histonc
No, Effect
Eastern Henslow's
sparrow
Ammodramus henslowu
susurrans
FSC
_
Current
No Effect
Kemp's (Atlantic)
ridley sea Turtle
Lepidochelys kemprr
E
Current
No Effect
Rafinesque's big -eared bat
Corynorhinus rafinesqurr
FSC
Historic
No Effect
Red wolf
Canis rufus
EXP
Current
No Effect
Red - cockaded
woodpecker
Picoides borealis
E
Current
No Effect
West Indian manatee
Trrchechus manatus
E
Current
No Effect
Invertebrate: Vascular,Plant
Grassleaf arrowhead
Sagittaria weatherbiana
FSC
Historic
No Effect
Rough - leaved loosestrife
Lysimachia asperulaefolia
E
Historic
No -Effect
Sensitive joint -vetch
Aeschynomene virginica
T
Current
No Effect
Venus' fly -Trap
Dionaea muscrpula
FSC
Current
No Effect
HABITAT ANALYSES
American eel
Atlantic eel is a catadromous fish found on the eastern coast of North America ,that lives in fresh
water and estuaries. Eels are bottom dwellers and hide in burrows, tubes, snags, masses of
plants, other types of shelters They are found in a variety of habitats including streams, rivers,
and muddy or silt- bottomed lakes during their freshwater stage, as well as oceanic waters,
coastal bays and estuaries. Due to the proposed project's headwater location in the watershed
and existing conditions, there is no suitable habitat for this species Therefore, a biological
conclusion of "No Effect" has been made
Atlantic sturgeon
Atlantic sturgeon are anadromous fish that.spawn in freshwater in the spring and early summer
and migrate into "estuarine" and marine waters where they spend most of their lives In some
southern rivers a fall spawning migration may also occur They spawn in moderately flowing
water (46 -76 cm /s) in deep parts of large rivers. Sub - adults and adults live in coastal waters and
estuaries when not spawning, generally in shallow (10 -50 m depth) nearshore areas dominated

by gravel and sand substrates.Due to the proposed project's headwater location in the
watershed and existing conditions, there is no suitable habitat for this species Therefore, a
biological conclusion of "No Effect" has been made
Bald eagle
Bald eagles prefer the open water of lakes, rivers, and marshes for their ,foraging habitat, and
tali, mature trees for their nesting and roosting sites The closer these habitats are together, the
greater the attraction is for Bald eagles. The project area is currently tilled cropland with several
degraded headwater streams (drainage ditches). Based on the habitat requirements and an
onsite review, there is no suitable habitat for Bald Eagles within the project area, therefore a
biological conclusion of "No Effect" has been made.
Black- throated green warbler
In southern Virginia and coastal North Carolina, black - throated green warblers are closely
associated with Atlantic white cedar. Where cedar is scarce or absent, such as coastal South
Carolina, these birds are found iprimanly in non - alluvial forested wetlands or transitional zones
between upland and wetland Black- throated green warblers are sometimes found in small or
headwater, riparian forests, but most observers suggest an association with forest stand's
growing in non - alluvial muck swamp The project area is currently tilled cropland with several'
degraded' headwater streams (drainage ditches). Based on the habitat requirements and° an,
onsite review, there is no suitable habitat for this species within the project area, therefore a.
biological conclusion of "No Effect" has been made
Carolina,gopher frog
These rare frogs occur at scattered localities in the Sandhills and southeastern Coastal Plain.
Little is known about their natural history outside the breeding season. Adults are secretive,
spending most of their lives underground. Gopher frogs derive their common name from the
fact that adults commonly 'use the burrows of the gopher tortoise (Gopherus polyphemus) as,
hiding places in the Deep South, but in North Carolina (whe"re these tortoises do not occur),
gopher-frogs hide in stump holes, root tunnels and mammal and crayfish burrows Based on the
habitat requirements and an onsite review, there is no suitable ,habitat for this species within
the project area, nor is suitable habitat likely to occur once the project is•completed.
Eastern.Henslow's sparrow
This species occupies ephemeral .grassland habitats. Specific grassland features include
unbroken patches of at least 75,acres which are part of larger tracts (at least 400 acres), native
grass species like little bluestem, prairie dropseed, blue joint, and Indian grass; few woody
plants, substantial litter and old, erect grass stems; and fairly deep weed and grass growth.
Periodic burning, light grazing, and controlled mowing produce these iconditions.'Reclaimed strip
mines, fallow fields, powerline cuts, and restored prairie can also be used by this sparrow.
Winter habitats include coastal ,grasslands, pine savannah, and pitcher plant bogs. The project
area is currently tilled cropland with several degraded headwater streams (drainage ditches)
Based on the habitat requirements and an onsite review, there is no suitable habitat for this
species within the project area, therefore a biological conclusion of "No Effect" has been, made_

Kem_p's (Atlantic) Ridley sea turtle
Due to the projects distance from the Atlantic Ocean and Pamlico Sound, and lack of any
suitable habitat, a biological conclusion of "No Effect" has been made
Rafinesgue's.bie =eared bat
This bat has a split range in North Carolina, in the southern Appalachians, and in the sandhills
and coastal plain. Natural roost sites include hollow trees and caves, but throughout its range
most records of this species are from abandoned buildings Caves and mines are used by this -bat
in the upland portions of its range, including North Carolina. In abandoned structures, this bat is
found in the darkest portions of the building, preferring windowless rooms such as bathrooms
and closets; but in caves, areas receiving some natural light seem preferred Sites along river
systems and other permanent bodies of,water nearby old growth forests are preferred Based
on the habitat requirements and an onsite review, there is no suitable habitat within the project
area, nor is suitable habitat likely to occur once the project is completed Therefore, a biological
conclusion of "No Effect" has been made
Red wolf
The last red wolves were found in coastal prairie and marsh habitat because this was the last
area in which the animals were allowed to remain. Any habitat area in'the southeastern United
States of sufficient size, which provides adequate�food, water, and the basic cover requirement
of heavy vegetation, should be, suitable habitat for the red wolf Telemetry studies indicate that
red wolf home range requirements vary from about 25 to 50 square miles Given the current
land use practices, the project lacks good foraging habitat, although wolves may travel through
the site as they follow the drainage corridor Due to their experimental population status, ,their
presence cannot legally establish critical habitat. Therefore, a biological conclusion of "No
Effect" has been made
Red - Cockaded woodpecker
Red - Cockaded Woodpeckers (RCWs) require open stands of pine, containing trees at least 60
years old and, Irving, in Which to,ezcavate their cavities. Longleaf pines (Pinus polustris) are most
commonly used as cavity trees, but other species of southern pine such as loblolly, pine (Prnus
toeda), are also acceptable. Foraging habitat is provided in mature (greater than 30 years old)
pine and mixed pine /hardwood stands ranging from 80 to 125 acres Dense stands of
hardwoods, or pine stands with a dense hardwood understory are avoided The proposed
'project area is currently, tilled cropland with several degraded headwater streams (ditches)
Once .restored, the project will function as a headwater system dominated by stands of
bottorriland hardwood's and pockets of emergent wetland vegetation Based on the 'habitat
requirements and an onsite ireview, there is no suitable 'habitat for RCWs within the project
area, nor is, sortable habitat,likely to occur once the project is completed. Therefore, a' biological
conclusiornof "No Effect" has been made
West4ndian manatee
The West Indian Manatee is an endangered species which inhabits both marine and freshwater
environments Based on the habitat requirements and an onsite review, there is no suitable
habitat for Manatees within the project area, nor pis suitable habitat likely to occur once the
project is completed. Therefore, a biological conclusion of "No`Effect" has been made

Grassleaf arrowhead
This aquatic 'her,baceous plant is rooted to the ground with stems and leaves emerging above
the water surface. This species is commonly found in waterways, marshes, swamps, drainage
ditches, - irrigation channels and rice crops in warmer temperate, sub - tropical and tropical
environments-. Currently,, the distributionrof,this species is not found in this area.. ;Based on the
habitat requirements and an, onsite review, there is no suitable habitat for this species within
the project area, nor is suitable habitat likely to occur once the project is completed Therefore,
a biological conclusion of "No Effect" has been made.
Rough- leaved 'loosestrife
This species,generally occurs irn the ecotones or edges between longleaf pine uplands and pond
pine pocosins (areas of dense shrub and vine growth usually on a wet, peaty, poorly drained
soil) on moist to seasonally saturated sands and on shallow organic soils overlaying sand.
Rough -leaf loosestrife has also been found on deep peat in the low shrub community of large
Carolina bays (shallow, elliptical, poorly drained depressions of unknown origin) The grass -
shrub ecotone, where rough -leaf loosestrife is found, is fire - maintained, as are the adjacent
plant communities (longleaf pine - scrub oak, savanna, flatwoods, and pocosin) The ,proposed
project area is currently ,tilled cropland with several degraded headwater streams (ditches).
Once restored; the project will function as a headwater system dominated by stands of
bottomland hardwoods and pockets of emergent wetland vegetation. Based on, the habitat
requirements,and an onsite review, there is no suitable habitat for the Rough - leaved loosestrife
within the project area, nor is suitable habitat likely to occur once the ,project is completed.
Therefore, a biological conclusiomof "No Effect" has been made.
Sensitive Joint Vetch
Sensitive -Joint Vetch grows in the intertidal zone where plants are flooded twice daily. These
intertidal areas requireJunar tides, not wind driven tides that are typically found in the project
area The species seems to,prefer the marsh edge at an,elevation near the upper limit of tidal
fluctuation. It ,is usually found in areas where plant diversity is high (50 species per acre) and
annual species ,predominate. Bare to sparsely vegetated substrates appear to be a, habitat
feature of critical importance to this plant. In North Carolina, it is frequently found in the
estuarine meander zone of tidal rivers where sediments transported from upriver settle out and
extensive marshes are formed The project site is currently tilled cropland with several
degraded headwater streams (ditches) Once restored, the project will function as a headwater
stream system (swamp run) dominated by stands of bottomland hardwoods and pockets of
emergent wetland vegetation. Based on the, habitat requirements and an onsite review, there is
no suitable habitat for Sensitive - ,Joint Vetch within the project area, nor is suitable habitat likely
to occur once the project is completed
Venus' flytrap
The Venus' flytrap is found in nitrogen- and phosphorus -poor environments, such as bogs and
wet savannahs. Small in ,stature and slow growing, the Venus flytrap tolerates fire well, and
depends on periodic burning to suppress its competition Fire suppression threatens its future
in the wild. It survives in wet sandy and peaty soils. Although it has been successfully
transplanted and, grown in many locales around the world, it is found natively only in North and
South Carolina in the United States, specifically within a 60 -mile radius of Wilmington, North
Carolina The project site is currently tilled cropland with several degraded headwater streams

(ditches) Once restored, the project will function as a headwater stream system (swamp run)
dominated by stands of bottomland hardwoods and pockets of emergent wetland vegetation.
Based, on the habitat requirements and an onsite "review, there is no suitable habitat for this
species within the project area, nor is suitable habitat likely to occur once the project is
completed

J.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Ac.tiun ld SAW 2013 -02102 County Beaufort U S G S Quad Hacknev
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Propel ty Owner: Albemarle Restorations. L_L_C_ Agent:
Attn: _Ed Temple
Addicss, 'Post Office Box 206 Address.
Fairfield, North Carolina 27826
Property description. 'Proyerty consists of mostly farm fields with an area of swamp forest along Horse Branch.
Size (acres) approx. 108 ;acres Nearest Town Chocowinity
Neatest Waterway Chocowinity Creeh River Basin Tar- Pamlico
USGS HUC 03020104, Coordinates 35.447$19'N - 77.103757 W'
Location desci rpuon, Property known as the Hudson Farm is located south of Chocowinity;_ east-of US Hi_hwav 17•
and on the north side of Possum Track Road The request was to.make a jurisdictional deterrhintation on four di
(labefled on the- map-as�Swamip_Runs #l, #2, #3, and44') These foul ditches'i'dl -be referred.to as theDroiect,area.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information there may be wetlands on the -above described property We shongly suggest you have
thus ptoperty hispected to determine the extent of Department of the Army (DA) jurisdiction To be considered final, a
jurisdictional determination must be verified by the•Corps This,preli ninary detennination is not an,appealable action
`un der tile RegulatorytProgram Administrative Appeal "Process ( Reference 33 CPR, Part 3 3 1 ) Ifyou wish, you may
request an approved JD (which maybe appealed), by contacting the Corps district for further instruction Also, you may
provide new information for further consideration by the Corps to reevaluate the M
B. Approved Determination
_ There ate Navic able Waters of the United States within the above described property subject to the,permit requirements of
Section 10 of the Rivets and Harbors Act and Section 404 ofthe Clean Water Act Unless there is a change in the law of
out published regulations, this determination maybe relied upon for a period not to exceed five yeais from the date ofthis
notification
X There are wateis of the U S including wetlands on the above,described project urea subject to the permit requilenients of
Section 404 of the Clean Water Act (CWA)(33'USC 5 1'344) Unless there is a change in, the law or our published
regulations. this determination may be celled upon for a pet iod not to exceed five years fioni the date of this notification
We, stiongly suggest you have the wetland, on your property delineated. Due to,the size of your piopeity and/or out
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner Foi a mote timely
d'Anc,Faton, you may wish to obtain a consultant To he consideied final, anv delineation most be verified by the COips
X The waters of the U S iiiciudiii2 �wetlands�on your pt icct,orea,llave been,dehneated`and,ttie delineation hds,been
vei fled by-the Corps '3'c snon2ly suggest you have this,delineation suiveyed Lfpon completion: this survey should be
ieviewed and verified by the Cutps Once vei ified, this survey will provide tln iccui ate depiction of all atcas subject to
CWA jurisdiction on your pioperty which, provided there is,no change in the law or otU published_regidations, may be
retied upon for a pet iod not to,exceed five years.
The wateis ofthe U S includinu wetlands have been delme,rted and suiveyed and ate accurately depicted on the plat
signed by the Corps Regulatory Official, identified below on _ Unless there is a change in the law or our published
regulations, this cleterminat ion may be relied upon fora pertod'not to exceed five years f om the date of this notification
Theic are no wateis of the U S . to include wetlands, present on the above described project area which ate sul?iect to the
peiinit requneunents of Section 404 ofthe Clean Watei Act (33 USC 1344) Unless there is a chano;c in the law ut out
pUNISherl regttlatl0i15, this deteinllnation maybe relied upon for a period not,to exceed five years horn the date of-ilm
notification
Vagc I of 2

X 71 he puipei ty is located In one of the 20 COaStilI Counties c4lblect to Ie2ulttttOil under the C'oastdI AIL,l lulana <_eoicnI Act
(CANI A) You shanld contact the DiMI011 of Coastal Management in Washington
then re NC, at (? >') 9_tG -ti 181 to determine
quuen)ents
Placement ol'died4ed of till material cvithtit wdteis ofthe US anti /or wetlands without a Department ofthe Army pelmit n)av
c.onst'rtute a violation of Section 301 of the Clean Water Act (33, USC j 131 1) If You have any questions regarduig. this
deteriiuuatiun and/or the Corps Iegulator} proutain, please contact William Wescott at910 -2i1- 462-4.
C. Basis For Determination Svranip -Runs #1, #2, and #4 showed emdence,of,flow and an ordinary high watel
mina. (0, 11-MM). Combined, these three,ditches are,approximately 2,000 lineal; feet in length. There are Section
404 vt�etlands adjacent to Swamp Run #4 at the point wltemit �'oins Horse Branch. Swamp Run #3 floes not exhibit
an OF1WM but is located in at natural valley and connects a forested wetland to Swamp Run #2,
D. Remarks
E. attention USDA Program Participants
'I Ills dehne�itionldeteinunarion hati been conducted to Identify the admits wfCuips Clean Watei Act,lul-Mic,tion for the
p'uticulat site identified In this request -1' Fie °delineation /determination may not be valid tot the wetland conservation
pi,ovisions of the >;ood Security Act -of 194,, IfVOLI of your tenant are USDA Program participants, of antirip�tte pancLlpation
In USDA programs you should request a certified wetland determination fiom the local office of the Natural Resciutces
Conservation Service, prioi to atartmo, work
F. AppeAs Information (This information applies only to approved Jurisdictional determinations as indicated in
B. above)
Fhrs c,ot iespondeuce constitutes an approved lui isdictional cleternunatlon foi the above deter ibect,site If you object to,this
cletei mmnation, you may regOlett.an administrative appeal under •Corps regulations at 33 CFR Part 331 Emlbszd you will find a
Notification of Appeal Process (NAP) fact sheet and - request for appeal (RF.A) °form ll'you request to appeal this
cletennrnation you must Submit d completed R .A faun loathe following address
'US Army Cot ps of Engineers
South Atlantic Divisiun
Ath1 Jason Steele. Review Ottic.er
60 Forsyth Street S W. Room l OM 13
Atlanta, Geotgla ;030; -8801
In oidei lot an RFA to be accepted by the Ccnps, the Corps must cleteinune that o Is eompleta, that It meets the- eriterm Felt
appeal tuuiet.33 CFR pm( 331 3, and that it-has been received by the Division Off ice within 60 clays ofthe date of the NAP
Should you decide to submit an RFA form It must be received at the above address by 12/27/201'3
I1 is not ne.essary to submit( jn RFA f6im to Olio Di ision Ottice if vou.do not object 1n the determination m this
correspondence
Cot p; IZc1JulatoryO [ILKII
Dale 10/28/2013 Expiiattun Date 10/28/2018
-File "V11nrm2ton DISH rct Is conrnutted,tu piuvidutg [lie highest ICVel ufsuppoit to the public,, Tu help us ensure k%e cgnttimle to
do sir, please complete the attached uistomei Sat[sfaction Survey of visit fittP- / /pet2-u1vp.usace army mtlisutvey htnit to
complete the survey online —
Copy fuinislied

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
A licant 7 Albemarle Restorations, L.Lt: File Number: SAW 2013 -02102 Datc: 10/28/2
Attached is: � - -- --
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or !setter of permission) A
PROFFERED PERMIT (Standard Pen-nit or Letter of permission) _ _ _ B
PERMIT DENIAL C
APPROVED JURISD1CT10NAL DETERMINATION D
PRELIMINARY JURISDICTIONAL. DETERMINATION
ra
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at httpJ /www.Lisace.army.mil/inet /functions /cw /cecwo /reg or
Carps remtlations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
ACCEP "I': If you received a Standard Pennit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
OBJECT: if you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terns and conditions. and approved jurisdictional detenninations associated with the
permit.
.APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C. PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section Ii ofthis form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED RWISDICTIONAL. DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety; and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section 11 of this fora and sending the form to the district engineer. This form
must he received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURiSDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
Preliminary JD. The Preliminary JD is not appealable. if you wish, you may request an approved JD (which may be appealed).
by contacting the Corps district fir further instruction. Also you m
Corps to reevaluate the .1D.
ay provide new information for further consideration by the
SECT ION II - REQUEST FOR. APPEAL, or OBJECTIONS TO AN INITIAL PROFFERED PERh4IT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
Proffered permit in clear concise statements. You may attach additional inhumation to this form to clarify where your reasons or
objections are addressed in the administrative. record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of infomation that is already in the administrative
record.
_POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the [f you only have questions regarding the a —
appeal process you may contact: g appeal process you may
also contact:
District Engineer, Wilmington Regulatory Division, Mr. Jason Steele, Administrative Appeal Review Officer
Attn: William Wescott CESAD -PDO
2407 West Fifth Street U.S. Army Corps of Engineers, South Atlantic Division
Washington. North Carolina 27889 60 Forsyth Street, Room 1OM15
910 -251 -4629 Atlanta, Georgia 30303 -8801
- -- Phone: [phone]
R1G1-IT OF EN "rRy': Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the o ortunity to particiDate in all site investigations.
Date: Telephone number: 1
§mature of appellant or
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: , 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic,
Administrative Appeal Officer, CESAD -PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia Steele, 30303 -8801
Phone: [phone]

NC Division of Water Quality -Methodology for Identification Of |nbennbtard and
Perennial Streams and Their Ori � 4k11
__--
NC !��Stream Identification Form Version 4.11
Project/Site. Latitude:
Lo
Evaluator, County:
0(� Longitude.
Total oints:
Stream is at least mermittent ----'--
Stream Determination (circle unm Other Quad Name;
if a 19 or perennial if � 30* Ephemeral Intermittent
A. Geon-lorphology (Subtotal =, J
� co
10 tLJ
10. Natural valley
or Q
11 Second or greater order
artificial ditches are not rated see discussions 'in
13 Iron oxidizing bacteria
13 - Continuity of channel bed and bank
3 In-channel structure: ex riffle-pool, stelD:P-001
__ Epple-pool_§eq�Lence
L44 Particle size of stream substrate
6 Depositional bars or benches
15 Sediment on plants or debris
16- Organic debris lines or piles
17. Soil-based evidence of high wafe_r
_
Absent
0
0
O
__
-
u
t ~�`
_ _____
1
�Ip
0
No 0
--
Moderate
-----
2
1
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:r3
---
3
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18 Fibrous roots in--streambed 3
1.9 Rooted upland plants in streambed 0
20. Macrobenthos (note diversity and abundanc
22. Fish 0
23. Crayfish
24 Amphibians G5 1.5
FACW P.75-
'Perennial streams' may also -be identified 5 Other 0
sing other methods. See p 35 of manual
Sketch

APPENDIX C
MITIGATION WORK PLAN DATA & ANALYSES

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Appendix C
Reaches 1 -5 Proposed'Design Parameters
REACH 1
Stream Assessment Worksheet
Input Parameter Enter
12
Width (BF)
10
Depth (BF)
045
Flood -Prone Width
28
Sinuousity
1 030
Energy Gradient
0 006
m(Mannmg's)
005
Calculated Parameter Enter
218
Width /depth,ratio
222
Cross- sectional(area=
45
Entrenchment ratio
28
Wetted penmeteir
1019
Hydraulic radius
04
Q (cfs)
58
Velocity (ft/sec)
13
REACH 3
Stream Assessment'Worksheet
Input Parameter Enter
Width (BF)
12
Depth (BF)
055
Flood -Prone Width
2873
Sinuousity
Energy Gradient
0 005
n (Manning's)
005
Calculated Parameter Enter
Width /depthiratio
218
Cross- sectional 'area
616
Entrenchment ratio
24
Wetted perimeter
131
Hydraulic radius'
05
Q (cfs)
88
Velocity (ft/sec)
13
REACH 5
Stream Assessment Worksheet
Input Parameter Enter
Width (BF)
25
Depth (BF)
100
F,lood`Prone Width
39
Sinuousity
Energy Gradient
0 003
n (Manning's roughne
005
Calculated Pai�ameterEnter
Width /d`epthiratio
250
Cross - sectional area
25 0
Entrenchment�ratio
16
Wetted, pen meter
270
Hydraulic`radws
09
Q (cfs)
388
Velocity (ft/sec)
16
REACH 2
Stream Assessment'Worksheet
Input Parameter Enter
Width (BF)
18
Depth (BF)
072
Flood -Prone Width
39
Sinuousity
Energy Gradient
00035
n (Manning's)
005
Calculated, Parameters Enter
Width %depth ratio
250
Cross = sectional area
130
Entrenchment ratio
22
Wetted perimeter
194
Hydraulic radius
07
Q (cfs)
1-741
Velocity (ft/sec)
13
REACH 4
Stream,Assessment Worksheet
Input Parameter Enter
Width (BF)
23
Depth (BF)
080
Flood - Prone Width
Sinuousity
Energy Gradient
00035
n (Manning's)
005
Calculated Parameters Enter
Width /depth ratio
288
Cross- sectional area-
184
Entrenchment ratio
00
Wetted perimeter
246
Hydraulic radius
07
Q (cfs)
267
Velocity (ft/sec)
15

REACH 1
Appendix C
Reaches 1, 3, 4 Transition Sections Proposed Design Parameters
REACH 3
Stream Assessment Worksheet
Input Parameter Enter
Width (BF)
7
Depth (BF)
035
Flood -Prone Width
28
Sinuousity
1 030
Energy Gradient
0 029
n (Manning's)
005
Calculated Parameter Enter
Width /depth ratio
200
Cross - sectional area
25
Entrenchment ratio
40
Wetted perimeter
77
Hydraulic radius
03
Q (cfs)
S8
Velocity (ft/sec)
24
REACH 4
Stream Assessment Worksheet
Input Parameter Enter
Width (BF)
18
Depth (BF)
055
Flood- Prone,Width
2873
Sinuousity
Energy Gradient
002
n (Manning's)
005
Calculated Parameter Enter
Width /depth ratio
327
Cross - sectional area
99
Entrenchment ratio
00
Wetted perimeter
191
Hydraulic radius
0,5
Q (cfs)
269
Velocity (ft/sec)
27
Stream Assessment Worksheet
Input Parameter Enter
Width (BF)
9
Depth (BF)
045
Flood -Prone Width
2873
Sinuousity
Energy Gradient
0 016
n (Manning's)
005
Calculated Parameters Enter
Width /depth ratio
200
Cross - sectional area
41
Entrenchment ratio
32
Wetted perimeter
99
Hydraulic radius
04
Q (cfs)
84
Velocity (ft/sec)
2 1

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Appendix E - Reference Reach Photographs
Photo #1: Facing upstream at reference riffle feature
Photo #2: Facing upstream at reference pool feature

Appendix E - Reference Reach Photographs
Photo #3: Facing upstream at reference riffle feature
Photo #4: Facing upstream at riffle composed of coarse sand and woody debris

Appendix E - Reference Reach Photographs
Photo #5: Facing downstream at reference riffle /fun complex
Photo #6: Facing downstream at reference riffle with embedded woody material

APPENDIX F
FLOODPLAIN STUDY

HUDSON PROPERTY
Flood Study Report
EEP Contract #: 004638
Prepared for:
Ecosystem Enhancement Program
16o1 Mail Service Center
Raleigh, NC 27699
877.623.6748
3 March 2014
Prepared by:
Albemarle Restorations, LLC
P.O. Box 176
Fairfield, NC 27826
804.466.0794
\`�IV111111���/
N C A /�Q4'' %,
SEAL��=
040438 _
3/3/14
!y' ..AVGINEE.•'
44 K.IM *P` \�
William K. Mumaw, PE A 540.239.1428

Hudson — Flood Study Report
March 3, 2014
Table of Contents
Section1: Introduction .................................................................................................. ............................... 1
1.1 Executive Summary ........................................................................................ ..............................1
1.2 Purpose of Study ............................................................................................. ..............................1
1.3 Coordination ................................................................................................... ..............................1
Section2: Area Studied .................................................................................................. ............................... 2
2.1 Scope of Study ............................................................................................... ............................... 2
Section 3: Engineering Methods ..................................................................................... ..............................2
3.1 Hydrologic Analyses ...................................................................................... ............................... 2
3.2 Hydraulic Analyses ......................................................................................... ..............................3
Section4: Mapping Methods .......................................................................................... ..............................4
4.1 Vertical & Horizontal Datum .......................................................................... ..............................4
4.2 Base Map ........................................................................................................ ..............................4
4.3 Floodplain and Floodway Delineation ............................................................ ..............................4
Section5: Results ............................................................................................................ ..............................5
5.1 Floodplain Boundaries .................................................................................... ..............................5
Section6: Supplemental Study ....................................................................................... ..............................5
6.1 Hydraulic Analysis .......................................................................................... ..............................5
Section7: Select References ........................................................................................... ..............................6
Exhibit 1: Existing Base Flood Map
Exhibit 2: Existing Hydraulic Calculations & Cross Sections
Exhibit 3: Proposed Base Flood Map & Detailed Area
Exhibit 4: Proposed Hydraulic Calculations & Cross Sections
Exhibit 5: Correspondence
Exhibit 6: FEMA Released HEC -2 Calculations (1982)
Exhibit 7: EEP Floodplain Requirements Checklist
Exhibit 8: Supplemental Hydraulic Study

Flood Study Report
Hudson Property
EEP Contract #: 004638
Section 1: Introduction
1 1 Executive Summary
Hudson — Flood Study Report
March 3, 2014
This report documents the purpose, methods, and results,bf a Flood Study completed for the North
Carolina Ecosystem Enhancement. Program (NCEEP) for a proposed stream restoration project located in
Beaufort; North Carolina. The, proposed stream restoration project includes geomorphic modifications
to five stream channels. One of these stream channels (Reach 5) is located within the 1% annual
floodplain (Zone AE) of Horse Branch. The proposed work does not encroach on the floodway This
study evaluates the effect of the proposed activity on the existing floodplain elevations The Flood
Study included a review of available data,`the re- creation of the currently defined 19/8 annual floodplain
model, and the creation of a proposed floodplain model
The study revealed that there is "no rise" in Base Flood Elevation (BFE) as a result of the proposed
project The proposed actions that are to occur within the 'limits of the floodplain cause negligible
changes in the limits of the floodplain boundary but do not cause the flood elevation to increase.
1.2 Purpose of 'Study
This Flood Study was completed to determine the effect of the proposed restoration activities within the
FEMA defined 1% annual floodplain (Zone AE) on the Base Flood Elevation. This study is being
completed at the request of the NCEEP in conjunction with the North Carolina Floodplain 'Mapping
Program. Projects that encroach in the Special Flood'Hazard Area (SFHA)' must comply with floodplain
management regulations as,a condition of participation in the, NFIP:,
13 Coordination
This project included coordination with the North Carolina Floodplain Mapping Program, the Ecosystem
Enhancement Program, and personnel and contractors of'FEM °A. This coordination resulted in the need
for the Study being identified and the acquisition of available hydrologic and'hydraulic data that exists
for the project area.
1

Hudson — Flood Study Report
March 3, 2014
Section 2: Area Studied
2.1 Scope of Study
This Flood Study covers the geographic area surrounding Horse Branch adjacent to the project site in
Beaufort County, North Carolina. The proposed restoration work will occur on an unnamed tributary
(Reach 5) to Horse Branch that enters Horse Branch on the right bank between study cross section 93
and 92. The study does not include areas of Horse Branch upstream or downstream beyond what was
required for hydraulic modeling purposes. A section of Horse Branch was analyzed as part of this
project as identified in the exhibits to this report. All proposed stream restoration reaches that are not
located in the currently defined 1% annual flood plain are excluded from this study since they will have
no effect on the base flood elevations; however, a supplemental study was performed to assess the
hydraulic performance of the proposed stream channels (Exhibit 8).
Section 3: Engineering Methods
3.1 Hydrologic Analyses
This report relied on data provided by the FEMA Engineering Library and published data found in the
Flood Insurance Study (FIS) Report for Beaufort County, North Carolina and Incorporated Areas, dated
January 2, 2004. The FEMA Engineering Library did not have a hydrologic analysis for the specific section
of Horse Branch that this study is concerned with; however, they were able to provide HEC -2 outputs
that confirmed hydrologic data referenced in the FIS Report. The peak discharge associated with the
FIRM 1% probability annual storm event (referred herein as 100 year peak discharge) for Horse Branch
were developed previously through the use of regional regression equations for urban and rural areas of
the piedmont region of North Carolina. These equations use drainage area size as the input to estimate
peak discharges. The drainage area that was used for the study reach of Horse Branch in the FIS study
was measured at Gray Road, which is approximately 1.27 miles downstream of the project site and the
study reach.
The 100 year peak discharge (1,180 cfs) calculated previously and documented in the FIS was used for
this study. As part of the supplemental study, peak discharges of Horse Branch were also investigated
using a point of analysis just downstream from the project site. This hydrologic study relied on the USGS
Stream Stats model ( http:/ /water.usgs.gov /osw /streamstats /north carolina.html), which provides an
interactive map to derive both drainage areas and peak discharge rates using regression equations.
More information can be found at the web link provided. A table summarizing the peak discharges for
Horse Branch is shown below.
2

Hudson - Flood Study Report
March 3, 2014
Table 1: Horse Branch Study Discharges
Reach
Drainage Area
2 Year (cfs)
10 Year (cfs)
50 Year
100 Year
100 Year
WS)
(miz)
0.063
40.51
(cfs)
(cfs)
Horse Branch Downstream
3.5
-
450.0
900.0
1180.0
(from FEMA FIS)
68.8
85.2
Reach 3
0.055
35.21
Horse Branch Downstream
1.96
93.3
263.0
463.0
567.0
(from USGS Stream Stats)
26.2
70.6
102.0
125.9
Reach 5
Horse Branch Upstream
1.66
54.1
155.3
306.1
372.4
(from USGS Stream Stats
and TR -55 estimates)
Additional peak discharges were estimated and used as part of the supplemental study. These
discharges were estimated using the TR -55 methodology and are provided in the table below for
informational purposes.
Table 2: Design Discharges (TR -55 Field Verified Watershed)
Reach
Drainage Area
(Mi2)
Drainage Area
(ac)
2 Year (cfs)
10 Year (cfs)
50 Year
(cfs)
100 Year
WS)
Reach 1
0.063
40.51
5.6
19.0
29.2
37.4
Reach 2
0.117
74.63
17.2
47.4
68.8
85.2
Reach 3
0.055
35.21
8.0
20.9
30.1
37.0
Reach 4
0.235
150.35
26.2
70.6
102.0
125.9
Reach 5
0.298
190.86
39.2
107.7
156.9
194.6
3.2 Hydraulic Analyses
Analyses of the hydraulic characteristics of Horse Branch flooding were performed to recreate the FIRM
referenced floodplain BFEs as well as to model the effects of the proposed restoration. The U.S. Army
Corps of Engineers' HEC -RAS Version 4.1.0 was used to model Horse Branch during flood conditions.
Cross sections were located at identified Base Flood Elevation contours, documented FIRM cross
sections, and supplementally as necessary. National Flood Hazard Layers (NFHL) were acquired from
FEMA and imported to establish the location of cross - sections and also the floodplain and floodway
boundaries.
Channel roughness was calculated iteratively within the range provided in the FIS associated with Horse
Branch. The FIS references channel roughness coefficients in the range of 0.02 to 0.06 and overbank
roughness coefficients in the range of 0.16 to 0.20. The maximum values were used in order to derive
elevations that conform to those reported in the FIRM. Site photos and aerial photography confirm the
likelihood of high roughness coefficients.
3

Hudson — Flood Study Report
March 3, 2014
Section 4: Mapping Methods
4.1 Vertical & Horizontal Datum'
The study was performed using data either provided in or transformed to the North American Vertical
Datum of 1988 (NAVD 88). All elevations shown or referenced'in this study are referenced to NAVD 88.
If comparisons are to be made to previously mapped elevations that reference the National Geodetic
Vertical Datum of 1929 (NGVD29) a conversion factor of 7101 feet can be applied in Beaufort County
All data used in this study is georeferenced to the North Carolina State Plane (FIPS 3200) referenced to
the North American Datum of 1983 (NAD83)
42 Base Map
Data for the development of base mapping was compiled from 20 foot DEM grid cells generated from
LIDAR and distributed through NC OneMap The topographic model used for extracting cross section
data to assess the, effect of the proposed restoration also included a ground run field survey for "the
subject property.
4.3 Floodpl'ain and Floodway Delineation
The floodplain and floodway delineation that is depicted on the FIRM Panel 5662 J with effective date of
May 15, 2003 'is the result of a redelineated detailed study, The original hydraulic study provided
through the FEMA Engineering Library was completed in 1982. Detailed information, including model
parameters, was not able to be acquired through a reasonable research of data resources. The FIS
report for the study area provided information regarding engineering methods and other
documentation that was incorporated into this Flood Study- Geolocated NFHL data were imported into
the drawing to provide a comparison to model results and can be seen in the map exhibits The NFHL
data provided elevation data of BFEs and cross sections along Horse Branch that were used as
comparisons for the model results as well as known downstream conditions
4

Hudson — Flood Study Report
March 3, 2014
Section 5: Results
5.1 Floodplain Boundaries
The following table provides a summary of the hydraulic modeling results.
Table 3: Base Flood Water - Surface Elevation Comparison
A
8
C
D
E
F
Cross
Section
FIRM,
511512003
Model Estimates
of FIRM
Increase
(8 -A)
Proposed Model
Estimates
Increase
(D -8)
Increase
(D -A)
89 (BFE)
28
28
0
28
0
0
90
-
28.76
-
28.77
0.01
-
91(BFE)
30
30.17
0.17
30.22
0.05
0.22
92 (X -sec)
30.5
31.04
0.54
31.05
0.01
0.55
93 (BFE)
33
33.35
0.35
33.05
-0.30
0.05
94
-
33.76
-
33.43
-0.33
-
95 (BFE)
35
34.93
T -0.07
34.80
-0.13
-0.20
The model approximating the existing FIRM base flood elevations are within 1' of published values. The
proposed conditions are also within 1' of the existing base flood elevations. These results confirm that
there is no significant rise in base flood elevation. The floodplain boundaries were plotted on the base
mapping to estimate the changes in the extent of the floodplain boundary. The grading activities in the
floodplain increase the extent of the floodplain boundary landward. The increase is less than 20' and
likely due to a decrease in ground elevation in the vicinity of the channel (excavation /bank grading),
which allows for an increase in backwater without an increase in elevation. Other contributing
differences include possible differences in compiled base mapping and roughness variability that were
approximated in this study.
Section 6: Supplemental Study
6.1 Hydraulic Analysis
The supplemental study was provided to inform the design process and understand the expected 100
year flooding extents. Exhibit 8 provides detailed mapping and hydraulic calculations for this analysis.
This study included a hydraulic analysis of the proposed design conditions using the hydrologic
information provided in Table 2. The following table provides a summary of the hydraulic modeling
results.

Hudson - Flood Study Report
March 3, 2014
Table 4: Average Hydraulic Characteristics M
Stream
Reach
1
2yr Q
WS)
2yr D
(ft)
2yr V
(ft /s)
10yr V
(ft /s)
100yr V
(ft 15)
2yr T
(Ib/ftz)
10yr T
(Ib/ft2)
1 00y T
(Ib/ft2)
5.6
0.50
1.78
2.24
2.56
0.44
0.50
0.65
2
1 17.2
1.06
1.34
1.80
2.16
0.17
0.24
0.29
3
8.0
0.76
1.32
1.70
2.00
0.16
1 0.23
0.29
4
26.2
2.15
0.65
1.09
1.64
0.04
0.08
0.17
5
39.2
0.80
1.16
1.55
2.04
0.23
0.34
0.47
D: Depth, V: Velocity, T: Shear Stress
These values represent maximum cross - sectional parameters for each project reach. It should be noted
that only select cross sections were examined as part of this analysis. Generally, calculated channel
velocities and shear stress values are below ranges that would suggest instability.
Section 7: Select References
Federal Emergency Management Agency. (2004). Flood Insurance Study, Beaufort County, North
Carolina (Unincorporated Areas). Washington, D.C.
U.S. Army Corps of Engineers, Hydrologic Engineering Center. (2010). HEC RAS River Analysis System,
Version 4.1, Computer Program. Davis, California.
NC OneMap Geospatial Data. (2007). Statewide Elevation Contours - 2 Foot Interval.
I

Hudson — Flood Study Report
March 3, 2014
Exhibit 1
Existing Base Flood Map

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Hudson — Flood Study Report
March 3, 2014
Exhibit 2
Existing Hydraulic Calculations & Cross Sections

C
O
N
W
F
C
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f9
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W
HEC -RAS model from Autodesk® River and Flood Analysis Module 2014 Plan: Current model 2/26/2014
RS = 95
0 500 1000 1500 2000 2500
Legend
WS Horse Branch
Ground
•
Bank Sta
3000
Station (ft)
HEC -RAS model from Autodesk® River and Flood Analysis Module 2014 Plan: Current model 2/26/2014
RS =94
0 500 1000 1500 2000 2500
Station (ft)
Legend
WS Horse Branch
Ground
•
Bank Sta
_- 7
3000

F
c
0
cc
aD
-H
HEC -RAS model from Autodesk® River and Flood Analysis Module 2014 Plan: Current model 2/26/2014
RS = 93
40� -
1 6 Legend
a
42
40
38
36
c
34
m
w
32
30
28
WS Horse Branch
Ground
•
Bank St,
0 500 1000 1500 2000 2500 3000
Station (ft)
HEC -RAS model from Autodesk® River and Flood Analysis Module 2014 Plan: Current model 2/26/2014
RS = 92
0 500 1000 1500 2000 2500
Station (ft)
Legend
WS Horse Branch
Ground
Ineff
•
Bank Sta
3000

Z
C
0
a�
w
HEC -RAS model from Autodesk® River and Flood Analysis Module 2014 Plan: Current model 2/26/2014
IRS =91
I .2 - - )1.1< .2 ,
24
0
Legend
WS Horse Branch
Ground
•
Bank Sta
200 400 600 800 1000 1200 1400 1600 1800
Station (ft)
HEC -RAS model from Autodesk(& River and Flood Analysis Module 2014 Plan: Current model 2/26/2014
RS = 90
600 800 1000
Station (ft)
Legend
WS Horse Branch
Ground
•
Bank Sta
1200 1400 1600 1800
42
40
38
36
34
0
0
M
32
m
w
30
28
26
24
22
t -T
0
200
400
600 800 1000
Station (ft)
Legend
WS Horse Branch
Ground
•
Bank Sta
1200 1400 1600 1800

HEC -RAS model from Autodesk® River and Flood Analysis Module 2014 Plan: Current model
2/26/2014
RS = 89
2 2
45
Legend
6
WS Horse Branch
Ground
40
•
Bank Sta
35
0
m
w
30
25
20
0
200 400 600 800 1000 1200 1400
1600
Station (ft)

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Hudson — Flood Study Report
March 3, 2014
Exhibit 3
Proposed Base Flood map & Detailed Area

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Hudson — Flood Study Report
March 3, 2014
Exhibit 4
Proposed Hydraulic Calculations & Cross Sections

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'Hudson — Flood Study Report
March 3, 2014
Exhibit 5
Correspondence

Kip Mumaw
From: Brubaker, Dan <Dan.Brubaker @ncdps.gov>
Sent: Tuesday, December 17, 2013 1:56 PM
To: Kip Mumaw
Subject: RE: Flood Study - UT Horse Branch
Good afternoon, Mr. Mumaw. Horse Branch and Horse Branch Tributary are both redelineated streams, taken from
earlier flood studies. Unfortunately, we do not have a copy of the original hydraulic model. They may be available from
the FEMA Engineering Library:
http: / /www.fema.gov /national - flood- insurance - program- flood- hazard - mapping/ how- order - technical - administrative-
support
Sorry we couldn't help with this data request. Please let me know if I can help with anything else, though, or if you have
any questions.
Best regards,
Dan Brubaker
John D. Brubaker, PE, CFM
NFIP Engineer
NC Department of Public Safety
NC Floodplain Mapping Program
4218 Mail Service Center
Raleigh, NC 27699 -4218
(919) 825 -2300
[e-mail]
www.ncdps.gov
From: Kip Mumaw fmai1to:kiD0ecosystemllc.com]
Sent: Tuesday, December 17, 2013 11:09 AM
To: Brubaker, Dan
Subject: Flood Study - UT Horse Branch
Hi Mr. Brubaker,
I'm working on an EEP project in Beaufort County, NC and was hoping you would be able to send me the existing flood
study information for Horse Branch in the vicinity of the project. Please find the attached EEP Checklist information for
details on site location. If you should need any additional information or have any questions, please don't hesitate to
contact me.
Thank you,
Kip Mumaw, PE
Manager
ECOSYSTEM SERVICES, LLC
U VG �(ii11C lVI KC1dii

Louisa, VA 23093
540.239.1428
www.ecosystemllc.com
Ecosystem Services Facebook
kir) ecosystemllc.com
-the creative solution-
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enforcement personnel, by an authorized state official.

Kip Mumaw
From: Lauren Gillooly < Lauren Gillooly @nskmapcds com>
Sent: Monday, December 30, 2013 10 27 AM
To: kip @ecosystemllc com
Subject: Data Request Completion
Attachments: Final Payment Request pdf
Kip,
Good `morning„ I have finished the'research for your request B1404089 I was able to.locate effective hardcopy HEC2
covering your area of interest (Between cross - sections 092 -133) for Horse Branch in Beaufort Co., NC. Also I found
handwritten hydrology for the unincorporated areas of Beaufort Co., but cannot verify hydrology. All data appears on
microfiche therefore parts may be too blurred /bright making it difficult to.read due to the quality of the originals. I have
attached the final fees, if you wish to purchase the available data please let me know and send in the�final payment If
you do NOT wish to purchase the available information please also let me know so that'I may'close your case. You will
have two weeks from today to decide otherwise your case will be closed. Thank you.
Sincerely,
Lauren,Gillooly

Hudson — Flood Study Report
March 3,.2014
Exhibit 6
FEMA Released HEC -2 Calculations (1982)

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Hudson — Flood Study Report
March'3, 2014
Exhibit 7
EEP Floodplain Requirements Checklist

r
swLem
In l
d 01f Wemlynt
PROGRAM
EEP Floodplain Requirements Checklist
This form was developed by the National Flood Insurance program, NC Floodplain
Mapping program and Ecosystem Enhancement Program to be filled for all EEP projects.
The form is intended to summarize the Foodplain requirements during the design phase
of the projects. The form should be submitted to the Local Floodplain Administrator
with three copies submitted to NFIP (attn. State NFIP Engineer), NC Floodplain Mapping
Unit (attn. State NFIP Coordinator) and NC Ecosystem Enhancement Program.
Project Location
Name of project:
Hudson Property — Stream Mitigation Project
Name of stream or feature:
UT Horse Branch — Chocowinity Creek
County:
Beaufort County
Name of river basin:
Tar- Pamlico River (CU: 03020104)
Is project urban or rural?
Rural
Name of Jurisdictional
municipality /county:
Beaufort County
DFIRM panel number for
entire site:
Panel: 5662
Number: 370013
Consultant name:
Albemarle Restorations, LLC
Phone number:
(252) 333 -0249
Address:
P.O. Box 176
Fairfield, NC 27826
FEMA_ Floodplain _Checklist4- 23- 12.docx Page I of

Design Information
Provide a general description of project (one paragraph).- Include project limits on a
reference orthophotograph at a scale of 1" = 500 ".
The North Carolina Department of Environment and Natural Resources Ecosystem
Enhancement Program has selected 12.6 acres of land positioned on 106.51 acres of the
property owned by Charles E. Hudson for this full delivery contract, for stream
restoration to fulfill a portion of the Request for Proposals W, P)- Full Delivery Project
Tar - Pamlico River Basin, RFP 16- 004106. The RPP and subsequent contract(s)
awarded by EEP provide compensatory stream, wetland and /or buffer mitigation within
the Tar - Pamlico River 'Basin Cataloging Unit 03020404. Albemarle Restorations, LLC
entered into �a contract with the, State of North Carolina on June 12, 2012 to deliver 2,700
stream mitigation units on the Hudson project site. See attached map as requested.
Hudson Property — Stream Restoration Summary
Reach
Len th
Priority
Reach 1
766
One (Restoration)
Reach 2
516
One (Restoration)
Reach 3
611
One (Restoration)
Reach 4
503
One (Restoration)
Reach 5
689
One (Restoration)
Floodplain Information
Is project located in a Special Flood Hazard Area (SFHA)?
r' Yes r-No'
If project is located in a SFHA, check how it was determined:
r' Redelineation
r Detailed Study
r" Limited Detail Study
i Approximate Study
1— Don't know
List flood zone designation- Zone AE and Zone X
Check if applies-
r AE Zone
,0' Flooilway
t"' Non= Encroaclimenf
FEMA_Floodplam_Checklist4 -23 =12 docx Page 2 of 4

"'None
.I" A Zone
r Local Setbacks Requnred`
r NoUcal S&tbacks,Regwre&
If local setbacks are required, list how many feet:
Does proposed channel boundary encroach outside floodway /non-
encroachment/setbacks?
(' Yes N'o
Land Acquisition (Check)
F tate owned (fee smple)
r, Conservation easment (Design Bid Build)
Re Conservation Easement (Full Delivery Project)
Note: if the project property is state - owned, then all requirements should be addressed to
the Department of Administration, State Construction Office (attn: Herbert Neily,
(919) 807 -4101)
Is community /county participating in the NFIP program9
r Yes t- °No
Note: if community is not participating, then all requirements should be addressed to
NFIP (attn: State NFIP Engineer, (919) 715 -8000)
Name of Local Floodplam Administrator: Billy Merrill, PLS, CFM (City of Greenville)
Phone Number: 252- 329 -4478
Floodplain Requirements
This section to be filled by designer /applicant following verification with the LFPA
F No Action
P7 No Rise
T— Letter of Map Revision
F Conditional Letter of Map Revision
r Other Regwrerrrnts
List other requirements:
FEMA_Floodplain_CheckhSt4 -23 -12 docx Page 3 of 4

Comments: Flood Study has been performed showing "no rise" in base flood elevations
due to the proposed project.
Name: William K. Mumaw, PE Signature:
'Title: Engineer Date: 2/26/14
FEMA_Floodplain_Checkhst4 -23 -12 docx Page 4of 4

Hudson — Flood Study Report
March 3, 2014
Exhibit 8
Supplemental Hydraulic Study

MAP LEGEND
PROPERTY LINE
=',r .� sop DRAINAGE AREA
(1.96 miz)
• S
• A
s .# z at
• ss yyy yyy/// �o- l
• � ! 1 T- r
11
' e
\ � s,a,• h
1 1
1,500 750 0 t 300 3,000
• •• 1 "= 1,500Feet
�j DRAINAGE AREA MAP
�1] HUDSON PROPERTY
SOURCE: USGS STREAM STAT BEAUFORT COUNTY, NC DATE: 2/26/14

Streamstats Ungaged Site Report
Date: Wed Feb 26 2014 11:03:54 Mountain Standard Time
Site Location: Pbrth_Caroina
NAD27 Latitude: 35.4522 (35 27 08)
MD27 Longitude: - 77.1063 ( -77 06 23)
NAD63 latitude: 35.4524 (35 27 09)
NAD93 Longitude: - 77.1060 ( -77 06 22)
Drainage Area: 1.96 mil
Percent Urban: 9.4 %
Percent Bnpervious: 1.2 %
_ Oeak Flows Region Grid Basin Characteristics
1100% Peak Southeast US 2009 5156 (1.% mil)
Pantrrtetar
Yalta
RegreeYon Equation Paid Range
Min
Matt
Drakiage Area (square miles)
1,96
Area of Gtperwtm Surfaces (percent), 1.17 (below min ,aka 2)I[���
9
Percent Area in Region 1 (percent)
Percent Area in Region 2 (percent)
0,000 I� 100'
0.000 100
Percent Area in Region 3 (percent)
Percent Area in Region 4 (percent)
p,ppp 100.
100.000 100
Percent Area in Region 5 (percent)
0.000
jL�
L ! 10g
rbsn Flows Region Grid Basin Characbu istks
1100% Peak urban Coastal blab PS007 -00 1.96 mil
Paraeter
m
Value
Equation Equation Vold Rang
Mb
Mae:
Drainage Area (square mies) 1.961
PK2
Area of Gtperwtm Surfaces (percent), 1.17 (below min ,aka 2)I[���
Warning: Some parameters are outside the suggested range. Estimates will be extrapolations with unknown errors.
k%nk Flows Regim Grid Sbamflow Stadstics
tetietid
w (R3 /a
lPrediction Error (percent
Equlllaiwtt
Year IQ
record
- Percent Prediction Lnt
M bbtuet
Mauritwat
PK2
93.3
35
PKSU
PK10U
53.6
162
F
188
34
PK257U
108
324
PK10
263'
35
150
463
PK25
369
38
203
673
FwS07F
46731
40 246
871
PK100
567
42
291
1100
PK200
L
M ��
1340
814 48
kkbm Floliai Region Grid Stmanflow Statisdcs
tandard Error (percent
Equbralent
T7
t Prediction Lnt
Mbbnum
Matdnarm
PK2U
PKSU
PK10U
180
PK257U
PK507u
PK1000 555
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