20171292 Ver 1_PCN_CompassPoint_Submittal 2nd copy_20190612

302 Jefferson Street, Suite 110
Raleigh, NC 27605
Corporate Headquarters
6575 West Loop South, Suite 300
Bellaire, TX 77401
Main: 713.520.5400
res.us
June 6, 2019
Steven Kichefski
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
RE: Nationwide 27 Permit Application- Compass Point Mitigation Site
Dear Mr. Kichefski,
The Compass Point Mitigation Site (the “Project”) is a stream, project located within a rural
watershed dominated by agricultural, forested and low-intensity residential land use in eastern Yadkin
County, North Carolina, approximately 4.5 miles northeast of Boonville. The Project area exhibits
reduced hydrology and habitat value as a result of past and on-going agricultural activities. The Project
will involve the restoration and enhancement of three streams Yadkin River Basin.
The objective for this mitigation project is to restore and design natural waterways through
stream complexes with appropriate cross-sectional dimension and slope that will provide function and
meet the appropriate success criteria agreed upon in the mitigation plan. Accomplishing this objective
entails the restoration of natural stream characteristics, such as stable cross sections, planform, and in-
stream habitat. The floodplain areas will be hydrologically reconnected to the channel to provide
natural exchange and storage during flooding events. Total wetland impacts resulting from the proposed
project are 0.05 acres. Total stream impacts resulting from the proposed project are 3,380 linear feet.
The attached PCN package includes PCN Form, PCN supplemental information, supporting figures,
an updated PJD with an updated aquatic resource inventory table and Waters of the US Map.
Thank you for your prompt attention to this important project. Please contact me at 919-209-1066 or
[e-mail] if you have any questions or require any additional information.
Sincerely,
Resource Environmental Solutions, LLC
Kasey Cararre
Project Manager
Page 1 of 10
PCN Form – Version 1.4 January 2009
Office Use Only:
Corps action ID no. _____________
DWQ project no. _______________
Form Version 1.4 January 2009
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? Yes No
1d. Type(s) of approval sought from the DWQ (check all that apply):
401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit
401 Water Quality Certification – Express Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
Yes No
For the record only for Corps Permit:
Yes No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in-lieu fee program.
Yes No
1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h
below. Yes No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No
2. Project Information
2a. Name of project:
2b. County:
2c. Nearest municipality / town:
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Compass Point Site
Yadkin
Boonville
Winnie Wagoner
18E/051
4650 Pulliam Road
Boonville, NC 27011
27
Page 2 of 10
4. Applicant Information (if different from owner)
4a. Applicant is: Agent Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
RES
302 Jefferson Street, Suite 110
Raleigh, NC 27605
[phone]
Page 3 of 10
PCN Form – Version 1.4 January 2009
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1b. Site coordinates (in decimal degrees): Latitude: Longitude:
1c. Property size: acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
2b. Water Quality Classification of nearest receiving water:
2c. River basin:
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
3b. List the total estimated acreage of all existing wetlands on the property:
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3d. Explain the purpose of the proposed project:
3e. Describe the overall project in detail, including the type of equipment to be used:
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Yes No Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? Yes No Unknown
5b. If yes, explain in detail according to “help file” instructions.
6. Future Project Plans
6a. Is this a phased project? Yes No
6b. If yes, explain.
5912705289
-80.638
16.5
Yadkin River
Class C
Yadkin River Basin - 03040101
See the Supplemental Information and the existing conditions maps (Figure 1: Project Service Area and Vicinity Map, Figure 2: Existing Conditions,
Figure 3: NWI, Figure 4: NRCS Soils Map, Figure 5: USGS Map, and Figure 6: FEMA Map).
0.21
See Supplemental Information
See Supplemental Information
Confirmed PJD received on 3/6/18
36.2671
5,442
SAW-2017-01465
RES - Jeremy Schmid
Page 4 of 10
PCN Form – Version 1.4 January 2009
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
Wetlands Streams – tributaries Buffers Open Waters Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary (T)
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
W2
W3
W4
W5
W6
2g.Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1
S2
S3
S4
S5
S6
3h. Total stream and tributary impacts
3i. Comments:
Stream Relocation
Choose one No Corps 0.01
No Corps 0.03
No Corps 0.01
Yes/No -
Yes/No -
Yes/No -
0.05
Wetland impacts associated with stream restoration efforts occurs adjacent to the existing wetlands will be minimized by the restoration plan. The
realignment of existing stream channels will only impact wetlands slightly and will provide an overall increase in wetland function with the addition of
native trees and shrubs along the stream banks.
Stream Relocation DW2-B PER Corps 13 306
DW2-B 13 40
DW1-B 13 1,955
DW1-C 20 604
DW1-C 20 32
DW1-C 20 28
3,380
To continue the table above,S7 has 415ftof permanent stream relocation impacts to DW1-D making the total stream and tributary impacts 3380ft.See
supplemental document for more information.
T
T
T
-
-
-
Stream Relocation
Stream Relocation
Choose one
Choose one
Choose one
Choose one
Choose one
Choose one
Choose one
Choose one
P
T
P
P
P
T
Ford installation
Stream Relocation
Stream Relocation
Culvert installation
Culvert installation
PER
PER
PER
PER
PER
Corps
Corps
Corps
Corps
Corps
Page 5 of 10
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary (T)
4b.
Name of waterbody
(if applicable
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
O1
O2
O3
O4
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
Flooded Filled Excavated Flooded Filled Excavated
P1
P2
5f.Total:
5g. Comments:
5h. Is a dam high hazard permit required? Yes No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.Project is in which protected basin? Neuse Tar-Pamlico Catawba Randleman Other:
6b.
Buffer Impact
number –
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet)
B1
B2
B3
B4
B5
B6
6h.Total Buffer Impacts:
6i. Comments:
Choose one Choose
Choose one
Yes/No
-
-
-
-
Choose one
Choose one
Choose one
Choose
Choose
Choose
Choose one
-
-
-
-
-
-
Yes/No
Yes/No
Yes/No
Yes/No
Yes/No
)
Page 6 of 10
PCN Form – Version 1.4 January 2009
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
Yes No
2b. If yes, mitigation is required by (check all that apply): DWQ Corps
2c. If yes, which mitigation option will be used for this
project?
Mitigation bank
Payment to in-lieu fee program
Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type:
Type:
Type:
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature:
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
See supplemental
See supplemental
Choose one
Choose one
Choose one
Choose one
Page 7 of 10
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? Yes No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f.Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 8 of 10
PCN Form – Version 1.4 January 2009
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules? Yes No
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? %
2b. Does this project require a Stormwater Management Plan? Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:

2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government’s jurisdiction is this project?
3b. Which of the following locally-implemented stormwater management programs
apply (check all that apply):
Phase II
NSW
USMP
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
4. DWQ Stormwater Program Review
4a. Which of the following state-implemented stormwater management programs apply
(check all that apply):
Coastal counties
HQW
ORW
Session Law 2006-246
Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No
5b. Have all of the 401 Unit submittal requirements been met? Yes No
There will be no increase in impervious surface due to this project.
There will be no increase in impervious surface due to this project.
Page 9 of 10
PCN Form – Version 1.4 January 2009
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land? Yes No
1b. If you answered “yes” to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
Yes No
1c. If you answered “yes” to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
Comments:
Yes No
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
Yes No
2b. Is this an after-the-fact permit application? Yes No
2c. If you answered “yes” to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality? Yes No
3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered “no,” provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
This project will not result in an additional development that would impact water quality downstream. Ultimately, there will be an increase in water
quality within the project, due to the restoration and enhancement of project streams, planting of the riparian buffer, excluding livestock, and the
establishment of a conservation to be protected in perpetuity.
Page 10 of 10
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat? Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts? Yes No
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? Yes No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? Yes No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Applicant/Agent's Printed Name
_______________________________
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)

Date
Asheville
USFWS IPAC and Natural Heritage Program Datbase
NOAA Essential Fish Habitat Mapper
NCSHPOGIS Database
See Supplemental Information
FEMA National Floodplain Hazard Layer

PCN Supplemental Information

Compass Point Mitigation Site
Nationwide Permit 27
Pre-Construction Notification

RES
c/o Kasey Carrere
302 Jefferson Street. Suite 110
Raleigh, NC 27605

PCN Supplemental Information – Compass Point Mitigation Project

B. Project Information and Prior Project History
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at
the time of this application:
The Compass Point Mitigation Site (“Project”) is located within a rural watershed in Yadkin County,
approximately 4.5 miles northeast of Boonville. The Project lies within the Yadkin River Basin, North
Carolina Department of Water Resources (NCDWR) sub-basin 03-07-02 and United States Geological
Survey (USGS) 12-digit hydrologic unit code (HUC) 030401011001. The total drainage area for the Project
is 271 acres (0.42 mi2). Primary land use within the rural watershed consists of approximately 60.4 percent
forest and 33.7 percent agricultural land. Impervious area covers less than one percent of the total watershed
Within the agricultural land use, pastureland accounts for 62.5 percent of the area, and row crops account
for approximately 37.5 percent of the area. Although the project watershed is primarily forested, the
majority of the agricultural areas within the watershed are in close proximity to the Project and play a
significant role in the degradation of the Project streams. These activities have negatively impacted both
water quality and streambank stability along the Project streams and their tributaries. The resulting observed
stressors include excess nutrient input, streambank erosion, sedimentation, livestock access to streams,
channel modification, and the loss of riparian buffers.
The Project area is comprised of a contiguous easement area along three unnamed tributaries that converge
and drain directly to the Yadkin River. The easement has two agricultural crossings; one between DW1 -C
and DW1-B, and the second easement break is on DW2-B near the confluence with DW1-A. The stream
channels include the main unnamed tributary and two additional tributaries that converge from the east,
then split into eight reaches based on proposed treatment type.
In general, all or portions of all eight Project reaches do not function to their full potential. Current
conditions demonstrate significant habitat degradation as a result of impacts from agriculture, livestock
production, and lack of riparian buffer. Being heavily eroded and incised, some of the streams do not access
their floodplains as frequently as they naturally would have prior to agricultural operations. In many cases
in the lower elevations, the riparian buffer is in poor condition where much of the riparian buffer is devoid
of trees or shrubs up to the edge of the existing channel or comprised largely of invasive species. In some
reaches, trees are present, but understory riparian buffer has been heavily impacted by cattle. Habitat along
the majority of the restoration reaches is poor in that there is little woody debris or overhanging vegetation
for fish cover or protection for other aquatic species.

3d. Explain the purpose of the proposed project:
The objective for this restoration project is to restore and design natural waterways with the appropriate
cross-sectional dimension and slope that will provide function and meet the appropriate success criteria for
the existing streams. Accomplishing this objective entails the restoration of natural stream characteristics,
such as stable cross sections, planform, and in-stream habitat. The floodplain areas will be hydrologically
reconnected to the channel to provide natural exchange and storage during flooding events. The design will
be based on reference conditions, USACE guidance (USACE, 2005), and criteria that are developed during
this project to achieve success. Additional project objectives, such as restoring the riparian buffer with
native vegetation, ensuring hydraulic stability, and treating invasive species.

PCN Supplemental Information – Compass Point Mitigation Project

3e. Describe the overall project in detail, including the type of equipment to be used:
Stream restoration efforts along the tributaries of the Project will be accomplished through analyses of
geomorphic conditions and watershed characteristics. The design approach applies a combination of
analytical and reference reach-based design methods that meet objectives commensurate with both
ecological and geomorphic improvements. Proposed treatment activities may range from minor bank
grading and planting to re-establishing stable planform and hydraulic geometry. For reaches requiring full
restoration, natural design concepts have been applied and verified through rigorous engineering analyses
and modeling. The objective of this approach is to design a geomorphically stable channel that provides
habitat improvements and ties into the existing landscape.
The Project will include priority I and II stream restoration, enhancement I, enhancement II, and
enhancement III. Stream restoration will incorporate the design of a single-thread meandering channel, with
parameters based on data taken from reference sites, published empirical relationships, and best
professional judgment.
Engineering analysis will be performed using various hydrologic and hydraulic models to verify the
design. A combination of methods will be used to estimate bankfull discharge, and larger flood events. A
HEC-RAS model will then be used to simulate water surface elevations of flows generated by the
hydrologic analysis. The development of the HEC model is an important component to the design;
therefore, model input parameters are field verified when possible. Through this hydrologic analysis, the
design discharge (typically referenced as bankfull or dominant discharge) will be determined. The
subsequent design will be based on this calculated discharge. As part of the design process, a qualitative
analysis of sediment supply will be performed by characterizing watershed conditions. A combination of
windshield surveys, existing land use data, and historical aerial photography, followed up by ground
truthing, will be analyzed to assess existing and past watershed conditions and to determine if any
changes occurred that would significantly impact sediment supply. Design parameters developed through
the analyses of reference reach data, watershed characterizations, and hydrologic and hydraulic modeling
will be confirmed with shear stress and velocity analyses.
Geomorphic and habitat studies will be performed concurrently with the engineering analyses. While
stream design will be verified by simulations of hydrology and fluvial processes, analogs of desirable
habitat features will be derived from reference sites and integrated into the project design. Both in-stream
and riparian habitat features will be designed. In-stream structures will be used throughout the project to
act as grade control and for bank stabilization by dissipating and redirecting the stream’s energy. Bank
stability may further be enhanced through the installation of brush toes, live stakes and cuttings bundles.
Sections of abandoned stream channel will be backfilled with material excavated from on site to the
elevation of the floodplain in areas adjacent to the new channel, installing channel plugs where necessary.
The floodplain will be planted with native species creating a vegetated buffer, which will provide
numerous water quality and ecological benefits. Stream banks will be stabilized using a combination of
grading, erosion control matting, bare-root plantings, native material revetment techniques (i.e.,
bioengineering), structure placement, and sod transplants where possible. The stream and adjacent
riparian areas will be protected by a minimum 50-foot conservation easement which will be fenced to
exclude livestock as needed.

PCN Supplemental Information – Compass Point Mitigation Project

The Project has been broken into the following design reaches:
Reach DW1-A - This reach begins on the southwest end of the Project, flows northeast to a confluence
with DW1-B and DW2-B, and totals 288 linear feet of Enhancement II. Open pasture is located adjacent
to the reach. Enhancement activities will include improving habitat through livestock exclusion fencing
and riparian planting. The livestock exclusion fencing will provide wildlife corridors throughout the
Project area and will remove livestock access to the riparian areas. A flow gauge will be installed midway
on the reach to monitor hydrology.
Reach DW1-B - This reach begins on the southern end of the Project from DW1-A and DW2-B, flows
north to DW1-C, and totals 1,922 linear feet of Priority I/II restoration. Actively managed pasture is
located adjacent to the reach on the upstream end. The downstream end is surrounded by intermittently
grazed pasture and disturbed secondary growth in an area with previous timber harvest. Restoration
activities will include constructing a new channel within the natural valley with appropriate dimensions
and pattern and backfilling the abandoned channel. In-stream structures such as log sills, brush toes, and
log vanes will be installed for stability and to improve habitat. Habitat will further be improved through
buffer plantings and livestock exclusion. Proposed buffer activities will improve riparian areas that will
filter runoff from adjacent pastures, thereby reducing nutrient and sediment loads to the channel.
Reach DW1-C – This reach begins on the north end of the Project from DW1-B, and flows northeast to a
culvert crossing and DW1-D. This reach totals 566 linear feet of Priority I/II restoration, beginning
immediately downstream of a bedrock drop structure at the bottom of DW1-B. Any sections of the
existing road will be decommissioned in the easement and planted. Intermittently active pasture and
disturbed woodland is located adjacent to the reach. Restoration activities will include constructing a new
channel within the natural valley with appropriate dimensions and pattern, cutting a floodplain bench and
backfilling the abandoned channel. In-stream structures such as log sills, brush toes, and log vanes will be
installed for stability and to improve habitat. Habitat will further be improved through buffer plantings
and livestock exclusion. Livestock exclusion fencing will provide wildlife corridors throughout the
Project area and will remove livestock access to the riparian areas.
Reach DW1-D - This reach begins at the downstream end of DW1-C and proposed culvert crossing in
the northern end of the Project, and flows northeast to DW1-E. The reach totals 759 linear feet of Priority
I/II restoration. Restoration activities will include constructing a floodplain bench to aid in connectivity to
the existing floodplain and constructing a new channel with appropriate dimensions and pattern. When
possible, bed material will be harvested and reused to create stable bed features post-construction. In-
stream structures such as log sills, brush toes, and log vanes will be installed for stability and to improve
habitat. Habitat will further be improved through buffer plantings and livestock exclusion. Proposed
buffer activities will improve riparian areas that will filter runoff from adjacent pastures, thereby reducing
nutrient and sediment loads to the channel.
Reach DW1-E - This reach begins on the north end of the Project, from DW1 -D and flows north until it
drains to the Yadkin River. This reach totals 432 linear feet of Enhancement III. Managed cropland is
located adjacent to the reach. Enhancement activities will include improving habitat through livestock
exclusion fencing and installing a boulder grade control structure at the top of the reach where DW1-D
enters to prevent further upstream channel erosion during Yadkin River flood events.
Reach DW2-A - This reach begins on the southeast end of the Project, and flows west to DW2-B. The
totals 968 linear feet of Enhancement I. Sparse woodland and actively managed pasture is located
PCN Supplemental Information – Compass Point Mitigation Project

adjacent to the reach. Enhancement activities will include targeted bank stabilization, riparian buffer
planting, and installation of livestock exclusion fencing. An existing ford crossing will also be removed.
Proposed buffer activities will improve riparian areas that will filter runoff from adjacent pastures,
thereby reducing nutrient and sediment loads to the channel.
Reach DW2-B - This reach begins at the downstream end of DW2-A, and flows north to the confluence
with DW1-A to become DW1-B. This reach totals 277 linear feet of Priority I Restoration. Actively
managed pasture is present on both sides of the reach. Restoration activities will include constructing a
new channel within the natural valley with appropriate dimensions pattern and backfilling the abandoned
channel. Native bed material will be harvested when possible. In-stream structures such as log sills, brush
toes, and log vanes will be installed for stability and to improve habitat. Habitat will further be improved
through buffer plantings and livestock exclusion. A ford crossing will be installed along this reach
(Figure 10). Proposed buffer activities will improve riparian areas that will filter runoff from adjacent
pastures, thereby reducing nutrient and sediment loads to the channel.
Reach DW3 - This reach begins on the south end of the Project at the adjacent powerline easement, and
flows north to DW2-A. This reach totals 93 linear feet of Enhancement I. Disturbed woodland,
intermittently grazed pasture, and a maintained powerline easement is located adjacent to the reach.
Enhancement activities will include improving habitat through livestock exclusion fencing, and riparian
buffer planting. The livestock exclusion fencing will provide wildlife corridors throughout the Project
area and will remove livestock access to the riparian areas.

PCN Supplemental Information – Compass Point Mitigation Project

C. Proposed Impacts Inventory
3. Stream Impacts
*CONTINUED*
3a. Stream Impact
Number
Permanent (P) of
Temporary (T)
3b. Type of
Impact
3c.
Stream
Name
3d. Perennial
(PER) of
Intermittent
(INT)
3e. Type of
Jurisdiction
3f. Average
stream
width (feet)
3g. Impact
length
(linear
feet)
S7 Temp Stream
Relocation
DW1-D Per Corps 30 415

3i. Comments
Impacts due to the relocation of the stream to natural valley will provide a net gain in ecological function
to the stream system. Active pasture is located adjacent to all project reaches. Restoration is proposed along
several reaches to address channel degradation and bank erosion caused by cattle access (DW1-B, DW1-
C, DW1-D, and DW2-B). For stream relocation and impacts: Stream Impact 1, the existing length is 306
linear feet (LF), and the new length will be 277 LF; Stream Impact 4, the existing stream length is 2,014
LF and the new length will be 1,922 LF; Stream Impact 5, the existing stream length is 600 LF, the new
length will be 566 LF; Stream Impact 8, the existing stream length is for the entire reach is 741, however,
only 487 LF will be impacted.
There are two impacts associated with the installation of a culvert (S6 and S7), where the permanent impacts
include the installation of a 24-inch pipe, and the temporary impacts are due to earthwork movement
adjacent to culvert location. Additionally, there is one permanent impact (S2) associated with the
installation of a ford crossing.

D. Impact Justification and Mitigation
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project:
Due to the nature of this project, complete avoidance is not possible. Both stream and wetland impacts
were considered when designing the Compass Point Mitigation project. This project should uplift the
ecological quality of streams and wetlands on site. The existing project channel length is 5,350 LF. The
proposed project will result in 5,.304 LF of stream.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques:
Impacts are minimized using a staged construction approach. Where possible the channel will be
constructed prior to turning stream flow into a segment. This approach allows minimization of the impact
of each stage during the project construction. Additionally, all work in wetlands and streams will be
conducted during dry conditions and/or with mats to protect soil structure. Efforts will be made to preserve
individual high value trees located within the stream restoration area.
F. Supplementary Information
8b. If yes, explain how project meets FEMA requirements
PCN Supplemental Information – Compass Point Mitigation Project

According to the North Carolina Floodplain Mapping Information System, the Project includes a portion
of the of Project within the FEMA 100-year flood zone (Zone AE, one percent annual chance of
flooding). Reaches DW1-E and DW1-D, where the Project connects to the Yadkin River, is in a regulated
floodway zone. Hydraulic modeling will be required to determine whether restoration activities will have
an effect on 100-year flood elevations downstream. The design and permitting of the mitigation will
include coordination with the Yadkin County Floodplain Administrator and a No-Rise Certification or
CLOMR/LOMR will be secured. No hydrologic trespass will be permitted to adjacent properties
upstream or downstream of the project. The Project can be found on Flood Insurance Rate Map (FIRM)
Panel 37171C (map number 3710590000K), effective date August 18, 2009.

Aquatic Resources Table Update
Stream IDs have changed during the design process. From the original JD submittal, DW1-A has been
broken out into the design reaches DW2-B and DW1-B. This change in naming changed the subsequent
naming convention along the main tributary of the project. From the original submittal the following have
been changed: DW1-B is now DW1-C; DW1-C is now DW1-D; DW1-D is now DW1-E; DW2 is now
DW1-A; DW6 is now DW2-A; and DW3 was added into the project.

Original PJD
Reach ID Revised PJD
ID Latitude Longitude Length (ft)/
Area (ac)
DW1-A DW2-B
DW1-B
36.26465 -80.6386 306 ft
36.26729 -80.6386 2014 ft
DW1-B DW1-C 36.27037 -80.6382 600 ft
DW1-C DW1-D 36.27099 -80.6366 741 ft
DW1-D DW1-E 36.27201 -80.6352 432 ft
DW2 DW1-A 36.26464 -80.6393 288 ft
DW6 DW2-A 36.26394 -80.6364 968 ft
-- DW3 36.26388 -80.6378 93 ft
WA WA 36.2675 -80.6385 0.05 ac
WB WB 36.2698 -80.6386 0.03 ac
WC WC 36.2702 -80.6377 0.13 ac
Total Existing Wetlands 0.21 ac
Total Existing Stream Length 5,442 ft
* Lengths have been updated to reflect the surveyed length of the streams

0 1,000500
Feet
Figure 1 - Project Vicinity
Compass Point Mitigation Project
Yadkin County, North Carolina
Legend
Proposed Easem ent
Service Area - 03040101
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Checked by: MDE
Document Path: S:\@RES GIS\Projects\NC\Compass Point\MXD\PCN\Figure 1 - Vicinity Map.mxd1 inch = 1,000 feet
Compass PointMitigation Project
DW1-E271 ac
DW1-A96 ac
DW328 ac
DW2-B90 ac
DW2-A83 ac
DW1-B237 ac DW1-C256 ac
DW1-D269 ac
0 2,0001,000
Feet
Figure 2 - USGS QuadrangleCopeland 2016
Legend
Proposed Easem ent
Drainage Area
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Checked by: MDE
Document Path: S:\@RES GIS\Projects\NC\Compass Point\MXD\PCN\Figure 2 - USGS Map.mxd1 inch = 2,000 feet
Compass PointMitigation Project
Yadkin County, North Carolina
TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT
TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTDW1-EDW1-D
DW1-CDW1-BDW1-ADW2-A
D
W
3DW2
-
B
WA
WB
WC
0 500250
Feet
Figure 3 - Existing Conditions
Compass Point Mitigation Project
Yadkin County, North Carolina
Legend
Proposed Easem ent
Project Parcel
T T Pow erline
Existing Wetlands
Existing Streams
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0 1,000500
Feet
Legend
Proposed Easem ent
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Checked by: MDE
Document Path: S:\@RES GIS\Projects\NC\Compass Point\MXD\PCN\Figure 4 - Soils Map.mxd1 inch = 1,000 feet
Figure 4 - NRCS Soil Survey (1962)
Compass PointMitigation Project
Yadkin County, North Carolina
TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT T T
TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTR2UBH
DW3DW1-CDW2-A
D
W
2-BDW1-ADW1-ED W2 -A
D W 1 -D
DW1-B0 500250
Feet
Legend
Proposed Easem ent
NWI Wetlands
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Checked by: MDE
Document Path: S:\@RES GIS\Projects\NC\Compass Point\MXD\PCN\Figure 5 - NWI Map.mxd1 inch = 500 feet
Figure 5 - National Wetland Inventroy
Compass PointMitigation Project
Yadkin County, North Carolina
DW3DW1-CDW2-A
D
W
2-BDW1-ADW1-ED W2 -A
D W 1 -D
DW1-B0 500250
Feet
Legend
Proposed Easem ent
Existing Streams
FEM A Zone AE
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Document Path: S:\@RES GIS\Projects\NC\Compass Point\MXD\PCN\Figure 6 - FEMA Map.mxd1 inch = 500 feet
Figure 6 - FEMA Map
Compass PointMitigation Project
Yadkin County, North Carolina
WA
WB
WC
D
W
3
D
W
2-BDW1-ADW1-EDW1-DDW1-CDW 2-ADW1-BW1
W2
W3
S2S3
S4
S5 & S6
S7
S1
0 400200
Feet
Figure 7 - Project Impacts
Compass Point Mitigation Project
Yadkin County, North Carolina
Legend
Proposed Easment
Existing TOB
Existing Wetland
Proposed TOB
Temporary Wetland Impact
©Date: 5/29/2019
Drawn by: MDE
Checked by: JRM
Document Path: S:\@RES GIS\Projects\NC\Compass Point\MXD\PCN\Figure 7 - Project Impacts.mxd1 inch = 400 feet
Impact ID Temp/Perm Aquatic Resource Area/Length
S1 Perm DW2-B 306 ft
S2 Tem p DW2-B 40 ft
S3 Perm DW1-B 1,955 ft
S4 Perm DW1-C 604 ft
S5 Perm DW1-C 32 ft
S6 Tem p DW1-C 28 ft
S7 Perm DW1-D 415 ft
W1 Tem p WA 0.01 ac
W2 Tem p WB 0.03 ac
W3 Tem p WC 0.01 ac
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: SAW -2017-01465 County: Yadkin U.S.G.S. Quad: Copeland
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Donnie Wagoner
Address: 4650 Pulliam Rd.
Boonville, NC 27011
Telephone Number:
Size (acres): 14 Nearest Town Boonville
Nearest Waterway: UT to Yadkin River Coordinates: 36.269624, 4013914.995077
River Basin/ HUC: Upper Pee Dee
Location description: The site is located at 4650 Pulliam Rd. in Boonville, NC.
Indicate Which of the Following Apply:
A. Preliminary Determination
X There are waters, including wetlands, on the above described project area, that may be subject to Section 404 of the
Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently
accurate and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process,
including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation
requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat
all waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional
waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an
appealable action, by contacting the Corps district for further instruction.
There are wetlands on the above described property, that may be subject to Section 404 of the Clean Water Act
(CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the
waters, including wetlands, have not been properly delineated, this preliminary jurisdiction determination may not be
used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely
an effective presumption of CWA/RHA jurisdiction overall of the waters, including wetlands, at the project area,
which is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have
the waters of the U.S. on your property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the
Corps.
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 (RHA) (33 USC § 403) and 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.
_ There are waters of the U.S. including 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 recommend you have the waters of the U.S. on your property delineated. As the Corps may not be able to
accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation
that can be verified by the Corps.
_ The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. If you wish to have the delineation surveyed, the Corps can review and verify the survey upon
completion. Once verified, this survey will provide an accurate depiction of all areas subject to CWA and/or RHA
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.

X The waters of the U.S. including wetlands have been delineated and surveyed and are 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 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 project area 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
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The property is located 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 to determine their requirements.
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). Placement of dredged or fill material,
construction or placement of structures, or work within navigable waters of the United States without a Department of the
Army permit may constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If
you have any questions regarding this determination and/or the Corps regulatory program, please contact William Elliott at
828-271-7980, ext. 4225 or [e-mail].
C. Basis for Determination:
See attached preliminary jurisdictional determination form.
The site contains wetlands as determined by the 1987 Corps of Engineers Wetland Delineation Manual and the
Regional Supplement to the Corps of Engineers Wetlands Delineation Manual: Eastern Mountain and Piedmont
Region (version 2.0). These wetlands are adjacent to stream channels located on the property that exhibit indicators
of ordinary high water marks.
D. Remarks:
The potential waters of the U.S., at this site, were verified on-site by the Corps on 1/24/2018 and are as approximately
depicted on the attached Potential Wetland/Waters Map (dated 11/29/2017)
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 1OMI 5
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 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 by N/A (Preliminary -JD).

**It is not necessary to submit an RFA form to the Division Of if you do object to the determination in this
correspondence.**
Corps Regulatory Official:
William Elliott
Issue Date of JD: March 6, 201 Expiration Date: N/A Preliminary JD
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 our Customer Satisfaction Survey, located online at
http://corpsmapu.usace.anny.mil/cm apex/f?y=136:4:0.
Copy furnished:
Jeremy Schmid, 302 Jefferson Street, Suite 110, Raleigh, NC 27605

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Donnie Wagoner File Number: SAW -SAW -2017-01465 Date: March
6, 2018
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
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 army.mil/Missions/CivilWorks/RegulatoryProgramandPerrnits aspxx or
4Co, s 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 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 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 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.
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 district 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.
EMMEME ON:
If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may
appeal process you may contact: also contact:
District Engineer, Wilmington Regulatory Division, Mr. Jason Steele, Administrative Appeal Review Officer
Attn: William Elliott CESAD-PDO
151 Patton Avenue, Room 208 U.S. Army Corps of Engineers, South Atlantic Division
Asheville, North Carolina 28801-5006 60 Forsyth Street, Room 10M15
828-271-7980, ext. 4232 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 an site investigation, and will have the opportunity to artici ate in all site investi ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn.: William Elliott, 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 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

PRELIMINARY JURISDICTIONAL DETERMINATION (JD) FORM
U.S. Army Corps of Engineers
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JD: March 6, 2018
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Donnie Wagoner
4650 Pulliam Rd.
Boonville, NC 27011
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
CESAW-RG-A, SAW -2017-01465,
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
The site is located at 4650 Pulliam Rd. in Boonville, NC.
State: NC County/parish/borough: Yadkin City: Boonville
Center coordinates of site (lat/long in degree decimal format): 36.269624, 4013914.995077
Universal Transverse Mercator: N/A
Nameof nearest waterbody: UT to Yadkin River
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date: March 6, 2018
Field Determination. Date(s):
Use the table below to document aquatic resources and/or aquatic resources at different sites
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION
Site
Centered Coordinates
Estimated Amount
Type of Aquatic
Geographic
Number
(decimal degrees)
of Aquatic Resource
Resources
Authority to Which
in Review Area
Aquatic Resource
Latitude Longitude
(linear feet or acre)
"May Be" Subject
DWI -A
36.267474
-80.638581
2374
❑ Wetland
[D Section 404
® Non -wetland Waters
❑ Section 10/404
DWI -B
36.270364
-80.638258
510
❑ Wetland
® Section 404
Non -wetland Waters
❑ Section 10/404
DWI -C
36.270969
-80.637379
733
❑ Wetland
0 Section 404
0 Non -wetland Waters
❑ Section 10/404
DWI -D
36.271846
-80.635361
414
❑ Wetland
® Section 404
El Non -wetland Waters
❑ Section 10/404
DW -2
36.264420
-80.639616
342
❑ Wetland
® Section 404
® Non -wetland Waters
❑ Section 10/404
DW -6
36.263885
-80.637124
652
❑ Wetland
® Section 404
® Non -wetland Waters
❑ Section 10/404
WA
36.2675
-80.6385
0.05
Wetland
Z Section 404
Non -wetland Waters
❑ Section 10/404
WB
36.2698
-80.6386
0.03
Wetland
®Section 404
[] Non -wetland Waters
0 Section 10/404

WC
36.2702
-80.6377
0.13
® Wetland
M Section 404
1 Non-wetland Waters
® Section 10/404
1. The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review
area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an
approved JD (AJD) for that review area based on an informed decision after having discussed the
various types of JDs and their characteristics and circumstances when they may be appropriate.
2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General
Permit (NWP) or other general permit verification requiring "pre- construction notification" (PCN),
or requests verification for a non -reporting NWP or other general permit, and the permit applicant
has not requested an AJD for the activity, the permit applicant is hereby made aware that: (1) the
permit applicant has elected to seek a permit authorization based on a PJD, which does not make
an official determination of jurisdictional aquatic resources; (2) the applicant has the option to
request an AJD before accepting the terms and conditions of the permit authorization, and that
basing a permit authorization on an AJD could possibly result in less compensatory mitigation
being required or different special conditions; (3) the applicant has the right to request an individual
permit rather than accepting the terms and conditions of the NWP or other general permit
authorization; (4) the applicant can accept a permit authorization and thereby agree to comply with
all the terms and conditions of that permit, including whatever mitigation requirements the Corps
has determined to be necessary; (5) undertaking any activity in reliance upon the subject permit
authorization without requesting an AJD constitutes the applicant's acceptance of the use of the
PJD; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or
undertaking any activity in reliance on any form of Corps permit authorization based on a PJD
constitutes agreement that all aquatic resources in the review area affected in any way by that
activity will be treated asjurisdictional, and waives any challenge to such jurisdiction in any
administrative orjudicial compliance or enforcement action, or in any administrative appeal or in
any Federal court; and (7) whether the applicant elects to use either an AJD or a PJD, the JD will
be processed as soon as practicable. Further, an AJD, a proffered individual permit (and all terms
and conditions contained therein), or individual permit denial can be administratively appealed
pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it becomes appropriate to
make an official determination whether geographic jurisdiction exists over aquatic resources in the
review area, or to provide an official delineation of jurisdictional aquatic resources in the review
area, the Corps will provide an AJD to accomplish that result, as soon as is practicable. This PJD
finds that there "may be" waters of the U.S. and/or that there "may be" navigable waters of the U.S.
on the subject review area, and identifies all aquatic features in the review area that could be
affected by the proposed activity, based on the following information:

SUPPORTING DATA
Data reviewed for preliminary JD (check all that apply) - Checked items should be included in subject file.
Appropriately reference sources below where indicated for all checked items:
0 Maps, plans, plots or plat submitted by or on behalf of preliminary JD requester: Vicinity, USGS, NWI, Soil, Existing
conditions WOUS
Data sheets prepared/submitted by or on behalf of preliminary JD requester.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rational:
Data sheets prepared by the Corps:
Corps navigable waters' study:
U.S. Geological Survey (USGS) Hydrologic Atlas: 24k Copland
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
❑ USGS map(s). Cite scale & quad name: Copeland.
❑ Natural Resources Conservation Service (MRCS) Soil Survey.
Citation: Yadkin County, NC
® National wetlands inventory (NWI) map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ Federal Emergency Management Agency (FEMA) / Flood Insurance Rate Map (FIRM) maps:
❑ 100 -year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
❑ Photographs: ❑ Aerial (Name & Date):
or ❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Applicable/supporting scientific literature:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps and
should not be relied upon for later i.urisdic Tonal determinations.
2
William Elliott, March 6, 2018 Jeremy Schmid
Signature and date of Regulatory Signature and date of person requesting
staff member completing preliminary JD (REQUIRED, unless obtaining the
preliminary JD signature is impracticable)
Two copies of this Preliminary JD Form have been provided. Please sign both copies. Keep one signed copy for your record
and return a signed copy to the Asheville Regulatory Field Office by mail or e-mail.
US Army Corps of Engineers -Wilmington District
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC28801-5006
I Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the established time
frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action.

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Date: 3/11/2019 Drawn by: MDE
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Document Path: S:\@RES GIS\Projects\NC\Compass Point\MXD\JD\CompassPoint_WOUS_11x17-revised.mxdLegend
Proposed Easement(16.50 ac)
``a Upland Data Point
M Wetland Data Point
Wetland Area InsideEasement (0.10 ac)
Wetland Area Outsideof Easement (0.11 ac)
Existing Streams
Potential Wetland or Non-Wetland Waters of the U.S. Map
Compass PointMitigation Project
Yadkin County, North Carolina
1 in = 300 feet
Revisions: 1