20120730 Ver 1_Mitigation Closeout Report_20120112

601 North II Stream Restoration Site
DMS ID: 95025
FDP CONTRACT NUMBER: 003991
USACE ACTION ID #: 2012-00014
DWQ 401#: 12-0730
CLOSEOUT REPORT: Stream
Proiect Setting & Classifications
Meeting Coordinates: 34.899468,-80.470130
County
Union
General Location
Monroe, NC
River Basin:
Yadkin
Physiographic Region:
Piedmont
Score ion:
Carolina Slate Belt
USGS Hydro Unit:
03040105081010
NCDWQ Sub -basin:
03-07-14
Wetland Classification
NIA
Thermal Regime:
Warm
Trout Water:
No
Project Performers
Source Agency:
DMS
Provider:
RES 1 EBX
Designer:
Atkins
Monitoring Firm
Atkins 1 uinox 1 RES
Channel Remediation
Wright Contracting
Plant remediation
KBS Earthworks
Approved for transfer to
Stewardship
Yes
Stewards
NC DE
601 North II Stream Restoration Site
Closeout Report - 2018
Proiect Activities and Timeline
Milestone
Milestone
Month -Year
Project Instituted
Jul -2011
Permitted
October-2012
Construction Com lctcd
A ri1-2013
Planting Completed
A ri1-2013
As -built Vc elation Monitoring
A ri1-2013
As -built Survey
June-2013
MY StreamMonitorin
November-2013
MYl Vegetation Monitoring
December-2013
MYI Report Submittal
December-2013
Beaver Management
March-2014
Additional Bounda Markin g
A ri1-2014
Invasive Treatment
Se lember-2014
MY2 Stream Monitoring
June-2014
MY2 Vegetation Monitoring
Se lember-2014
MY2 Report Submittal
November-2014
Supplemental Planting
Janua -2015
MY3 Stream Monitoring
Ma -2015
MY3 Vegetation Monitoring
Se lember-2015
MY3 Report Submittal
Janua -2016
Beaver Management
March-2016
MY4 Stream Monitoring
Ma -2016
MY4 Vegetation Monitoring
June-2016
MY4 Report Submittal
December-2016
Beaver M a ement
Ma -2017
MY5 Stream Monitoring
November-2017
MYS Vc elation Monitoring
October 2017
MYS Report Submittal
Febru -2018
Beaver Management
Janua -2016
5u Icmental Planting
March-2018
Closeout Submission
Ma -2018

DMS Planning Context:
The 601 North II Stream Restoration Site is located within HUC 0304010508 10 10, the Upper Lanes Creek
watershed, which is listed as a Targeted Local Watershed (TLW) in the 2009 Lower Yadkin River Basin
Restoration Priorities (RBRP) plan. Currently, DMS has five projects in this TLW (601 East, 601 North, 601
West, and Tributaries of Wicker Branch Stream Enhancement).
Project Setting and Background Summary
The 601 North II Stream Restoration Site is located in the Yadkin River Basin within the USGS hydrologic unit
03040105081010 and the NCDWR sub -basin 03-07-14 approximately seven miles south of Monroe in Union
County, NC. The Site contains Wicker Branch and one Unnamed Tributary (UT) to Wicker Branch. Wicker
Branch has a drainage area of approximately 0.44 square miles at the downstream end, and UT to Wicker
Branch has a drainage area of approximately 0.14 square miles at the confluence with Wicker Branch. The
restoration lengths of Wicker Branch and UT to Wicker Branch are 2,523 and 1,486 feet, respectively, for a
total project length of 4,009 feet. The Site expands on and integrates the restoration and enhancement work with
the adjacently positioned companion 601 North Restoration Site that is currently in stewardship.
The project site is owned by two property owners; Frank W. Howey, Jr. and Broadway Investment Properties,
LLC. The 0.57 square mile watershed contributing drainage to the project is located in a rural setting. The land
adjacent to the project streams is primarily used for agricultural practices (90%) and wooded land. Historical
practices included dredging and channel straightening to support various agricultural practices. Impacts
resulting from stream alterations included bank erosion, channel incision, and loss of sinuosity and
characteristic riffle/pool complex morphology. Natural vegetation within adjacent areas, including stream buffer
zones had been completely removed throughout a majority of the Site. The historic floodplain was impacted by
deforestation and groundwater draw -down from stream channel dredging activities. These land disturbances
contributed to increased nutrient and sediment loading, and the elimination and fragmentation of adjacent
wildlife habitats.
The site is protected by a 12.3 permanent conservation easement and the restoration activities at the Site have
been successful. Overall, the project streams are stable and functioning as intended, and the vegetation planted
stems/acre exceeds the success criteria. Multiple bankfull events have been documented in separate years and
substrate samples indicate a coarsening trend in both Wicker Branch and UT to Wicker Branch. Remediation
activities have taken place across the site throughout the monitoring period in the areas depicted on the
Remediation Map. These activities include beaver management in 2014, 2016, 2017, and 2018; invasive
treatment in 2014 and 2018; supplemental planting in 2015 and 2018; and additional boundary marking/signage
in 2014 and 2018. Beaver management consisted of beaver and beaver dam removal. Invasives treated were
Chinse privet and Japanese honeysuckle. The supplemental plantings were done in areas of low stem density
including areas affected by beavers and encroachment. The 2015 planting covered about 12% of the easement
and the 2018 planting covered about 4% of the easement. Additional boundary marking/signage was added to
the site in response to encroachment. In 2014 additional markers/signs were added along the north easement
boundary along Reach 4 and Reach 2. In 2018 additional signs were added to the fence as requested by DMS
and marker poles were added to block the encroachment path along the northern easement boundary on the left
bank side of Reach 4. Based on the project performance and meeting success criteria, the 601 North II
Restoration Site should generate 3,565 SMUs.
601 North 11 Stream Restoration Site
Closeout Report - 2018

Goals and Objectives:
Project Goals
• Re-establish the capacity to store and transport watershed flows and sediment loads by restoring stable dimension,
pattern, and profile
• Reduce sediment within on -site and downstream receiving waters through the stabilization of eroding stream
banks, introduction of livestock exclusion fencing and responsible grazing techniques, and restoration of a
forested riparian buffer
• Elevate the water table and introduce surface water flood hydrodynamics within the floodplain by re-establishing
characteristic bankfull dimensions and flood frequency
• Remove non -point sources of pollution associated with pesticides, herbicides, fertilizer, and livestock waste by
filtering sheet flow through a restored riparian buffer and installed Riparian Best Management Practice (RBMP)
detention devices
• Improve aquatic habitat by reducing sedimentation, removing in -stream culverts, enhancing stream bed
variability, and introducing shading, woody debris, and detritus from riparian planting
• Enhance terrestrial wildlife habitat by extending a terrestrial wildlife corridor and refuge to connect with the
existing and adjacent 601 North Site, as well as to the downstream reaches of Wicker Branch and Lanes Creek
• Improve water quality for two populations of freshwater mussels documented to occur in Lanes Creek (Savannah
Lilliput (Toxolasma pullus) and Carolina creeksbell (Villosa vaughniana), both state listed and Federal Species of
Concern
• Expand on and integrate the restoration and enhancement work with the adjacently positioned, companion 601
North Restoration Site
Project Objectives
• Restoration (Priority I and 2) of approximately 3,354 linear feet of perennial stream channel (3,169 linear feet of
credited stream) to reconnect the floodplain and restore stable channel dimension, pattern, and profile
• Enhancement (Level I) of approximately 225 linear feet of perennial stream channel by
stream bank grading, and slight adjustments to either stream pattern or dimension
• Enhancement (Level II) of approximately 615 linear feet of perennial stream channel by
restoring a minimum 50 foot planted buffer
• Removal of an existing culvert on Wicker Branch
• Installation of Riparian Best Management Practice (RBMP) detention devices, and livestock exclusion fencing to
prohibit grazing on the floodplain and hoof shear on stream banks
• Re -vegetating floodplains adjacent to streams
• Providing a permanent conservation easement on approximately 12.3 acres of riparian buffer along approximately
4,194 feet of restored and enhanced stream channels
601 North Il Stream Restoration Site
Closeout Report - 2018

Success Criteria
Success Criteria
Measured Parameter
Criteria Met
Stream:
10 Total Cross Sections:
The pattern will be measured along the
Seven cross sections on Wicker Branch
restored channel to determine that the
Three cross sections on UT to Wicker
thalweg is not excessively meandering
Branch
from the design. Riffle cross -sections
Yes —Gross section and profile data
will be measured to determine
Pattern and Profile:
indicates minor adjustments when
appropriate Rosgen stream type, and to
— 2,435 linear feet of profile on Wicker
compared to as -built data.
document stability with regards to
Branch
bankfull area and width -to -depth ratio.
— 575 linear feet of profile on UT to
The profile will be measured along the
Wicker Branch
restored channel to demonstrate stable
bedform features.
Stream Hydrology:
One manual crest gauge on Wicker Branch
Yes- Wicker Branch had a total of eight
Two bankfull storm events must be
and one manual crest gauge on UT to
events in five separate years and UT to
recorded during the five-year monitoring
Wicker Branch
Wicker Branch had a total of seven
period
events in five separate years.
Yes — On average, there was 418 planted
Vegetation:
stems/acre by the end of Year 3 and 401
Survival of live, planted species must be
planted stems/acre by the end of Year 5.
at a minimum average density of 320
12 Vegetation Plots
Individually, 10/12 plots were above 320
planted stems per acre at the end of the
planted stems/acre by the end of Year 3
third year of monitoring and 260 planted
and 12112 plots were above 260 planted
stems per acre after five years.
stems/acre by the end of Year 5.
Yes- The pebble counts at the monitoring
Substrate and Sediment Transport:
cross sections showed a material
A pebble count will be completed at each
coarsening trend in both Wicker Branch
surveyed riffle to show that the median
10 Pebble Counts
and UT to Wicker Branch. Year 5 d50's
grain size (d50) of the channel substrate
ranged from 16-56 mm with the designed
is maintaining the designed distribution.
distribution being 17-32 nun.
601 North 11 Stream Restoration Site
Closeout Report - 2018

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Topographic Map
Driving Directions: From Monroe drive south on Hwy. 601.
Turn right on McManus Circle at the southern intersection
r
with Hwy. 601. Site is on left and is accessed by a farm'
path located on the west side of McManus Circle just
c1
-
before the road ends.
The subject project site is an environmental restoration site
of the NCDEQ DMS and is encompassed by a recorded
conservation easement, but is bordered by land under
private ownership. Accessing the site may require
t' 1
traversing areas near or along the easment boundary and
therefore access by the general public is not permitted.
Access by federal
p
authorized personel of state and
agencies or their d esigneelco ntractors involved in the
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development, oversight, and stewardship of the restoration
site is permitted within the terms and timeframes of their
defined role. Any intended site visitation or activity by any
person outside of these previously sanctioned roles and
activities requires prior coordination with DMS
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res Project Vicinity Map Pro as aria
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601 North lI Stream Restoration Site
Closeout Report - 2018

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Data Sources:
NRCSSSORGO Database
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601 North II Stream Resloragon Site 7 Union County, NC
601 North 11 Stream Restoration Site
Closeout Report - 2018

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Hydrology Data: Verification of Bankfull Events Table, Historic Vs. Average Rainfall Graph
Verification of Bankfull Events- Reach 2 - Wicker Branch
Date of Data Collection
Method
Feet Above Bankfull
Elevation
November - 2013
Wrack Lines
September-2014
Crest Gauge
1.5
February - 2015
Crest Gauge
0.7
May - 2015
Crest Gauge
0.4
November - 2015
Crest Gauge
1.0
January - 2016
Crest Gauge
1.1
March - 2016
Crest Gauge
0.5
October - 2017
Wrack Lines
Verification of Bankfull Events - Reach 5 - UT to Wicker Branch
Date of Data Collection
Method
Feet Above Bankfull
Evevation
Novemeber - 2013
Wrack Lines
September - 2014
Crest Gauge
1.2
February - 2015
Crest Gauge
0.2
May - 2015
Crest Gauge
0.1
November - 20I5
Wrack Lines
January -2016
Crest Gauge
U.1
December - 2017
Wrack Lines
Rainfall Data
NC CRONOS Station 315771
- Monroe, NC
Month
Average
Normal Limits
2013
2014
2015
2016
2017
30 Percent
70 Percent
7anuary
4.71
3.19
5.62
4.48
3.45
2.66
2.09
S.51
February
3.81
2.48
4.58
3.66
2.89
2.98
3.1
1.31
March
1 4.85
3.33
5.78
3.08
5.1 1
2.62
2.42
2.62
A !2
3.02
1.75
3.68
5.09
5.61
4.32
0.79
6.27
May
3.53
2.34
4.23
1.7
4.05
0.79
5.25
5.87
June
4.32
2.73
5.21
7.68
3.76
2.07
3.55
8.08
July
4.63
2.78
5.62
5.54
6.24
4.33
2.98
5.49
4.53
2.43
5.53
4.19
2.11
7.41
2.45
2.67
-August
September
4.38
1.9
5.34
1.46
6.55
2.61
3.92
3.95
October
4.04
2.08
5.06
0.23
1.68
7.92
5.8
1.77
November
3.33
2.21
3.9
2.99
1 5.12
9.5
0.22
0.73
December
3.58
2.22
1 4.33
5.79
4.85
1 7.21
1 3.08
3.22
Total
48.73
29.44
1 58.88
45.89
51.41
1 54.42
1 35.65
47.49
601 North 11 Stream Restoration Site
Closeout Report - 2018

Vegetation Data:
601 North 11 Vegetation Monitoring Summary 2013-2017
Plot
Planted Stems/Acre 1 Total Stems/Acre
2013
2013
2014
2015
2016
2017
As -Built
Year 1
Year 2
Year 3
Year 4
Year 5
1
560/560
567/567
486/486
405/405
405/405
405/405
2
240/240
324/324
324/364
324/364
324/405
324/445
3
800/800
486/486
364/364
445/445
445/526
445/607
4
640/640
486/486
445/445
445/607
445/486
445/526
680/680
607/607
567/647
607/607
647/647
647/728
6
720/720
567/567
607/647
647/647
647/647
607/728
7
600/600
567/567
526/567
526/526
526/607
405/526
8
640/640
405/405
364/364
364/364
324/526
283/405
9
720/720
526/526
324/688
324/486
324/971
324/567
10
720/720
486/486
324/324
283/283
324/486
324/526
11
640/640
364/364
324/405
324/324
324/1,012
324/971
12
680/680
243/243
243/243
283/283
283/567
283/607
Average
644/644
469/469
408/492
418/465
418/681
401/587
601 North It Stream Restoration Site
Closeout Report - 2018

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DMS Recommendation and Conclusion
Overall, the project streams and vegetation proposed for credit are stable and functioning as intended. Stream
cross -sections and profiles indicate minimal change from asbuilt through five years of monitoring. Multiple
overbank events have been documented in separate monitoring years for both Wicker Branch and UT to Wicker
Branch. Substrate analysis shows a coarsening of bed material throughout the monitoring period. The average
planted stem density of 401 stems/acre is greater than the MY5 success criteria of 260 stems/acre.
The Project has met the overall goals and DMS recommends closing the 601 North II Stream Restoration Site as
proposed with 3,565 stream mitigation units as shown in the asset table.
Contingencies
There are no contingencies associated with the closeout of this project. DMS requests regulatory closure.
601 North 11 Stream Restoration Site
Closeout Report - 2018

Pre & Post Construction Photos:
Pre -Construction
601 North 11 Stream Restoration Site
Closeout Report - 2018
Post Construction

Appendix A: Property Ownership Information & Verification of Protection Mechanism
The site protection instrument for this mitigation project includes the following documents(s), available at the
specified county register of deeds office and is linked to the property portfolio at:
http://files.nc.gov/ncdeg/Mitigation Services/Document Management Library/Property/Property
Portfolio/95025 601North IIStreamRestoration Site PD 2012.pdf
Project County
Name
601 North Union
II Stream
Restoration
Site
601 North Union
II Stream
Grantor Name
klin W. Howey, Jr.
Investment Properties
nion 18roadway Investment Properties
Deed info Property Rights
B 5657, P 242 ;Conservation Easement
5657, P 605 iConservation Easement
B 5733, P 0185 lConservation Easement
Long-term stewardship of this property is managed by the NC DEQ Stewardship Program.

APPENDIX B: Permits and Jurisdictional Determination
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: 2012-00014 County: Union USGS Quad: NC -Wingate
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner / Authorized Agent: Lin Xu; NC Ecosystem Enhancement Program
Address: 116 West Jones Street, Suite GI 11
Raleigh, NC 27603
Telephone No.: 919-715-0476
Size and location of property (water body, road name/number, town, etc.): The proiect site is located on
existing agricultural land alone a UT to and Wicker Branch proper.—22001f east of the intersection
of Medlin Rd. and Mangum Dairy Rd., near Monroe, Union Count, NC. Coordinates are:
34.897275 N. -80.473506 W
Description of projects area and activity: The proiect consists of 0.05 acres of wetland impacts and
3,152 If of stream restoration activities associated with the proposal of credit eeneration for use in
the State ILF mitigation program.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 27
Summar of Authorized Im acts and Required Miti ation
Impact ID #
NWP
GP #
L Open Water (ac)
Wetland (ac)
Stream (1
Temporary
Permanent
Temporary
Permanent
Temporary
Permanent
Wetland 1
27
0.05
Reach 1 Wicker
27
630
Reach 2 Wicker
27
1356
Reach 3 Wicker
27
414
Reach 4 UT
27
218
Reach 4 UT
27
534
Impact Totals
Total Loss of Waters of the U.S. ac
Total Loss of Waters of the U.S. 1
Required Wetland
Mitigation (ac)
Required Stream Mitigation (if)
Additional Remarks and/or Special Permit Conditions:
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached conditions and your final Mitigation Plan submitted on 12 October, 2012. Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order
and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization
is modified, suspended or revolted. If, prior to the expiration date identified below, the nationwide permit
authorization is reissued and/or modified, this verification will remain valid until the expiration date identified

below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit
authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with
the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or
are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity
is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation,
unless discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the
authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification. You should contact the NC Division of Water Quality (telephone [phone]) to determine
Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area
Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other
required Federal, State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact Tyler Crumbley at 919-846-2564.
Corps Regulatory Official T ler Crumble Date: 18 October, 2012
Expiration Date of Verification: 18 October, 2014

Determination of Jurisdiction:
A. ❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above
described project area. This preliminary determination is not an appealable action under the Regulatory
Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the
permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act.
Unless there is a change in the law or our published regulations, this determination may be relied upon for a
period not to exceed five years from the date of this notification.
C. ® There are waters of the US and/or wetlands within the above described project area subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the
law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action.
Please reference jurisdictional determination issued—. Action ID
Basis of Jurisdictional Determination: The site contains wetlands that meet the criteria of the 1987 Corps
Delineation Manual and stream channels that exhibit indicators of ordinary high water marks. The stream channels
on the property are UTs to Wicker Branch and Wicker Branch proper. UT flows into Wicker Branch which flows
into the Rocky Watershed, Pee Dee River Basin, which is Section 10 Navigable a Blewett Falls Dam,
Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for
the particular site identified in this request. The delineation/determination may not be valid for the wetland
conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or
anticipate participation in USDA programs, you should request a certified wetland determination from the local
office of the Natural Resources Conservation Service, prior to starting work.
Appeals Information: (This information does not apply to preliminary determinations as indicated by paragraph A.
above).
Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that
approved jurisdictional determination, you can make an administrative appeal under 33 CFR 331. Enclosed you will
find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal
this determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Program
Attn: Tyler Crumbley, Project Manager
11405 Falls ofNeuse Road
Wake Forest, North Carolina 27587
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the
criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of
the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address within 60
days from the Issue Date below.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.**

Corps Regulatory Official: Tyler Crumble
Issue Date: 18 October, 2012 Expiration Date: Five years from Issue Date
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC.,
MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Electronic Copies Furnished:
Martin Hovis; EBX
Norton Webster; EBX
CESAW-RGA/Kichefski

Permit Number: 2012-00014
Permit Type: NW 27
Name of County: Union
Name of Permittee: NC Ecosystem Enhancement Program
Date of Issuance: 18 October, 2012
Project Manager: Tyler Crumbley
Upon completion of the activity authorized by this permit and any mitigation required by the
permit, sign this certification and return it to the following address:
U.S. Army Corps of Engineers
Attention: CESAW-RG
11405 Falls of Neuse Road
Wake Forest, North Carolina 27587
Please note that your permitted activity is subject to a compliance inspection by an U.S. Army
Corps of Engineers representative. If you fail to comply with this permit you are subject to
permit suspension, modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and conditions of the said permit, and required mitigation was
completed in accordance with the permit conditions.
Signature of Permittee
Date

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: NC Ecosystem Enhancement Program
File Number: 2012-00014
Date. 18 October,
2012
Attached is:
See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission)
A
PROFFERED PERMIT (Standard Permit or Letter ofpermission)
B
PERMIT DENIAL
C
X
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above
decision. Additional information may be found at http://www.usace,aryny.mil/CECW/Pages/reg_jnaterials.aspx or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to 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 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 11 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
he 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 terms and conditions, and approved jurisdictional determinations 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 11 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 11 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.
D: APPROVED JURISDICTIONAL 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 Il 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.

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 for further instruction. Also you may provide new information
for further consideration by the Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
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 information 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 information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the appeal process
If you only have questions regarding the appeal process you may
you may contact:
also contact:
Tyler Crumbley, Mitigation Specialist
Mr. Jason Steele, Administrative Appeal Review Officer
USACE, Regulatory Division
CESAD-PDO
Wake Forest, NC 27587
U.S. Army Corps of Engineers, South Atlantic Division
919-846-2564
60 Forsyth Street, Room 1OM15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: 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 opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on ]initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Tyler Crumbley, 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, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-
8801
Phone: [phone]

A_A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
October 19, 2012
DWQ# 12-0730
Union County
Mr. Martin Hovis
Environmental Banc and Exchange
909 Capability Dr, Su 130
Raleigh, NC 27606
Subject: 601 North II Stream Restoration (NECEEP Project 9592)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Hovis:
You have our approval, in accordance with the general certification and those
conditions listed below, to impact 3,152 linear feet (If ) and .05 acres of wetlands in
order to complete the restoration in Union County, as described in your application
received by the Division of Water Quality (DWQ) on October 10, 2012. After
reviewing your application, we have determined that this project is covered by Water
Quality General Certification Number 3885, which can be viewed on our web site at
http:I/h2o.enr.state.nc.us/ncwetlands. The General Certification allows you to use
Nationwide Permit Number 27 once it is issued to you by the U.S. Army Corps of
Engineers. Please note that you should get any other federal, state or local permits
before proceeding with your project, including those required by (but not limited to)
Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed
regulations.
The above noted Certification will expire when the associated 404 permit expires
unless otherwise specified in the General Certification. This approval is only valid
for the purpose and design that you described in your application. If you change
your project, you must notify us in writing, and you may be required to send us a
new application for a new certification. If the property is sold, the new owner must
be given a copy of the Certification and approval letter; and is thereby responsible
for complying with all conditions.
1617 Mail Service Center, Ralegh, North Ccrolina 27699.1617
Location: 512 N. Salisbur7 St. Raleigh, NoO Carolina 27604
Phone: [phone] FAX: [phone] Customer Servioe: "77-823-6748
Internet www rimaterauallty.org One
An Equal Opportunity 4 Affirmative Action Employer North C arol i n a
Naturally

In addition to the requirements of the certification, you must also comply with the
following conditions:
1. The Mooresville Regional Office shall be notified in writing once construction at the
approved impact areas has commenced.
2. To the extent practicable, effort shall be made to maintain the existing tree canopy
adjacent to the stream channel to maintain the existing thermal conditions of the
impacted stream. A more site -specific approach in and along the project area may be
required during the restoration effort.
3. Storm water discharge structures at this site, to the extent practicable, shall be
modified/constructed in a manner such that the potential receiving streams will not be
impacted due to sediment accumulations, scouring or erosion of the stream banks.
4. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian
areas beyond the footprint of the impacts depicted in the Preconstruction Notification
application. All construction activities associated with this project shall meet, and/or
exceed, those requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual and shall be conducted so that no violations of
state water quality standards, statutes, or rules occur.
5. Sediment and erosion control measures shall not be placed in wetlands or waters to
the maximum extent practicable. If placement of sediment and erosion control devices
in wetlands and waters is unavoidable, they shall be removed and the natural grade
restored within two months of the date the Division of Land Resources has released
the project.
6. Upon completion of the project, the applicant shall complete and return the enclosed
"Certificate of Completion" form to the 4011UVetlands Unit of the NC Division of Water
Quality.
7. Continuing Compliance. The applicant (Charlotte -Mecklenburg Stormwater Services)
shall conduct all activities in a manner so as not to contravene any state water quality
standard (including any requirements for compliance with section 303(d) of the Clean
Water Act) and any other appropriate requirements of state and federal law. If DWQ
determines that such standards or laws are not being met (including the failure to
sustain a designated or achieved use) or that state or federal law is being violated, or
that further conditions are necessary to assure compliance, DWQ may reevaluate and
modify this certification to include conditions appropriate to assure compliance with
such standards and requirements in accordance with 15 A NCAC 2H.0507(d). Before
codifying the certification, DWQ shall notify the applicant and the US Army Corps of
Engineers, provide public notice in accordance with 15A NCAC 2H.0503, and provide
opportunity for public hearing in accordance with 15A NCAC 2H.0504. Any new or
revised conditions shall be provided to the applicant in writing, shall be provided to the
United States Army Corps of Engineers for reference in any permit issued pursuant to

Section 404 of the Clean Water Act, and shall also become conditions of the 404
Permit for the project.
If you do not accept any of the conditions of this certification, you may ask for an
adjudicatory hearing. You must act within 60 days of the date that you receive this
letter. To ask for a hearing, send a written petition that conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714
Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of
the Clean Water Act. If you have any questions, please telephone Mr. Michael Burkhard
in the Mooresville Regional Office at 704-663-1699 or Ms. Cyndi Karoly in the Central
Office in Raleigh 919-733-9721.
Sincerely,
for Charles Wakild
Attachments
cc: Army Corps of Engineers, Asheville
Ian McMillan, Wetlands Unit
MRO, Land Quality

Action ld.: oAID>»
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action I.D.: 2012-00014 County: Union U.S.G.S. Quad: Wingate
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: EBX: Attn- Martin Hovis
Address: 909 Capability Drive, Suite 3100, Raleigh, NC 27606
Telephone No.: 919-829-9909
Property description;
Size (acres): --14 acres
Nearest Waterway: Wicker Branch
Coordinates: 34.8972,-80.4733
Nearest Town: Monroe
River Basin: Rocky Watershed, Pee Dee Basin
Hydrologic Unit Code: 03040105
Location Description: The site is located between — 22001inear feet east of the intersection of Medlin Road and Mangum
Dairy Road near Monroe, Union County, NC.
Indicate Which of the Following Apply:
A. Preliminary Determination
Based on preliminary information, there may be waters and wetlands on the above described property. We strongly
suggest you have this property inspected 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 preliminary determination is not an
appealable action under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). If you
wish, you may request an approved 7D (which may be appealed), by contacting the Corps district for further instruction.
Also, you may provide new information for further consideration by the Corps to reevaluate the JD.
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters and wetlands on the above described property subject to the permit requirements of Section 404 of the
Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
We strongly suggest you have the waters and wetlands on your property delineated. Due to the size of your property
and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a
more timely delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by
the Corps.
X The waters and wetlands on your property have been delineated and the delineation has been verified by the Corps.
We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by
the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your
property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to
exceed five years.
_ The waters and wetlands have been delineated and surveyed and are' accurately depicted on the plat signed by the Corps
Regulatory Official identified below on T. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our

Action Id.: «AID»
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
The property is Iocated in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to
determine their requirements.
This delineation/determination has been conducted to identify the limits of USACE's Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Steve Kichefski at 828-271-7980.
C. Basis For Determination
The site contains wetlands as determined by the 1987 Corps of Engineers Wetland Delineation Manual and the Interim
Regional Supplement to the Corps of Engineers Wetlands Delineation Manual: Eastern Mountain and Piedmont Region. These
wetlands are adjacent to stream channels located on the property that exhibit indicators of ordinary high water marks. The
stream channel on the property is an unnamed tributary to Wicker Branch which flows into the Rocky Watershed, Pee Dee
Basin River. UT to Wicker Branch ultimately !lows to the Atlantic Ocean via Wicker Branch, Lanes Creek, the Rocky River
and the Pee Dee River. The Pee Dee River becomes a Section 10 navigable -in -fact water at Blewett Falls Dam.
D. Remarks
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the Limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room I OM 15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division 0ffice within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by March 9, 2012.
P

Action Id.: t<AID»
**It is not necessary to submit an RF A form to the Division Office if you do not object to the determination in this
correspondence.
Corps Regulatory Official: Steve Kichefski 4 y'
Issue Date: January 10, 2012 Expiration Date: January 10, 2017
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the Customer Satisfaction Survey located at our website at bm://Der2.nym.usace.arTny.mil/survcy.htmi
to complete the survey online.
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAMABLE.
CF:

Action Id.: oAIN
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: EBX: Attn- Martin Hovis �ile Number: 2012-00014
Attached is:
Date: January 10,
2012
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter ofpermission)
A
PROFFERED PERMIT Standard Permit or Letter of ermission
B
PERMIT DENIAL
C
X
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION
I - The following identifies vour rights and o»iions regarding an administrative anneal of the above
decision. Additional information may be found at
http://www.usace.army.rpjl/CECW/Pages/reg_materials.aspx or Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to 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 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 11 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 terms and conditions, and approved jurisdictional determinations 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 11 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 11 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.
D: APPROVED JURISDICTIONAL 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 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.

Action Id.: aAID)r
E: PRELIMINARY JURISDICTIONAI. 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 for further instruction. Also you may
provide new information for :further consideration by the Corps to reevaluate the JD.
SECTION II -RE )UEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
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 information 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 information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the appeal
process you may contact:
Steve Kichefski, Project Manager
USACE, Asheville Regulatory Field Office
151 Patton Ave
RM 208
Asheville, NC 28806
828-271-7980
If you only have questions regarding the appeal process you may
also contact:
Mr. Jason Steele, Administrative Appeal Review Officer
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 1 OM 15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY; Your signature below grants the right of entry to Corps of Engineers personnel and an
y governmnt
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 opportunity to participate in all site investigations.
Date:
Signature of appellant or agent.
For appeals on Initial Proffered permits send this form to:
Telephone number:
District Engineer, Wilmington Regulatory Division, Attn: Steve Kichefski, 69 Darlington Avenue, Wilmington,
North Carolina 29403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlaata, Georgia 30303-8801
Phone: [phone]
5

Appendix C: Debit Ledger
601 North 11 Stream Restoration Site
Closeout Report - 2018

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