20210456 Ver 1_More Info Received_20210903

Preliminary ORM Data Entry Fields for New Actions
ACTION ID #: SAW- SAW-2021-00781 Begin Date (Date Received):
Prepare file folder n Assign Action ID Number in ORM n
1. Project Name [PCN Form A2a]: WNC6 Fayetteville
2. Work Type: Private n Institutional n Government n Commercial
3. Project Description / Purpose [PCN Form B3d and B3e]:
NC Fayetteville Fort Worth, LLC proposes the renovation of an existing building along with a parking lot expansion on an
approximately 17-acre property located at 1005 Dunn Rd in Fayetteville, Cumberland County, NC (Figure 1).
4. Property Owner / Applicant [PCN Form A3 or A4]: NC Fayetteville Fort Worth, LLC
5. Agent / Consultant [PNC Form A5 — or ORM Consultant ID Number]:
Chris Tinklenberg, PWS (Kimley-Horn)
6. Related Action ID Number(s) [PCN Form B5b]:
7. Project Location — Coordinates, Street Address, and/or Location Description [PCN Form B lb]:
The project is located at 1005 Dunn Road in Fayetteville, Cumberland County, NC. Project
Coordinates (decimal degrees): 35.061367 N,-78.840402 W
8. Project Location — Tax Parcel ID [PCN Form B 1 a] : 0447-76-8931
9. Project Location — County [PCN Form A2b]: Cumberland
10. Project Location Nearest Municipality or Town [PCN Form A2c]: Fayetteville
11. Project Information — Nearest Waterbody [PCN Form B2a]: Locks Creek
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form B2c]: Upper Cape Fear (03030004)
Authorization: Section 10 n Section 404 n Section 10 and 404 n
Regulatory Action Type:
nStandard Permit
K... Nationwide Permit #18
Regional General Permit #
n Jurisdictional Determination Request
Pre -Application Request
Unauthorized Activity
RCompliance
No Permit Required
Revised 20150602

Kimley»>Horn
September 3, 2021
Ms. Liz Hair
Wilmington District, Wilmington Regulatory Field Office
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
Mr. Chad Turlington
NC DWR, Water Quality Regional Operations Section
225 Green Street, Ste 714
Fayetteville, NC 28301
Re: Pre -Construction Notification Modification (NWP #18)
WNC6 Fayetteville Site - SAW-2021-00781
Fayetteville, Cumberland County, NC
Dear Ms. Hair and Mr. Turlington,
On behalf of our client, NC Fayetteville Fort Worth, LLC, Kimley-Horn (KH) is submitting the enclosed Section
404/401 Pre -construction Notification modification for the above -referenced project for your review pursuant
to Nationwide Permit #18 (formerly NWP39) and General Water Quality Certification #4139 (formerly #4263).
The project proposes the renovation of an existing building along with a parking lot expansion. Authorization
is requested under NWP18 and GC4139 to impact 191 LF / 0.015-acre of Stream 1 and 0.017-acre of
Wetland 1 necessary for site development. The total fill material below the OHWM is 23.97 cubic yards (CY).
The center of the project is located at 35.061367° N,-78.840402° W. The following revised information is
included as part of this application -modification submittal:
• Pre -Construction Notification Form
• Construction Drawings
PROJECT BACKGROUND
The WNC6 Fayetteville Site is a proposed 17-acre commercial development located in Fayetteville,
Cumberland County, NC. The project proposes renovating the existing building to serve as a distribution
center. Along with the renovation, the site will be developed to provide line haul truck docking and parking,
employee parking, box truck parking, van parking, and van queuing. The site will be brought into compliance
with both state and local regulations for zoning, landscaping, and stormwater.
PROPOSED IMPACTS TO JURISDICTIONAL WATERS
The overall project consists of the renovation of an existing commercial facility and reconfiguration/expansion
of the existing parking lot, associated utilities, and stormwater drainage infrastructure. Authorization is
requested under NWP 18 for minor discharges associated with grading activities necessary to construct the
project. The proposed project will result in 23.97 CY of fill below OHWM or 191 linear feet (LF) of permanent
stream impacts and 0.017-ac of wetland impacts. 30 LF of temporary stream impacts are necessary to
facilitate the construction of the riprap outfall pad and retaining wall.
kimley-horn.com
200 South Tryon Street, Suite 200, Charlotte, NC 28202
704-333-5131

Kimley»>Horn
The following calculations were used in determining discharges:
Wetland Impact: 11.56 CY
• 748 SF @ 5" deep = 312 CF
Stream Impact: 12.41 CY
• 191 LF x 3.5 FT @ 6" deep = 335 CF
Total Impact: 23.97 CY
AVOIDANCE AND MINIMIZATION
Page 2
Unavoidable impacts to Stream 1 and Wetland 1 are necessary to accomplish the purpose and goals of the
project. Stream mitigation credits will be purchased to offset the permanent impacts necessary for this
project.
As a final leg delivery station, appropriate vehicle mobility and vehicle storage are required for the site. This
limits the ability to compress the spacing between site features such as drive aisles, parking spaces, and
sidewalks and still transition grades throughout the site, provide stormwater control measures, and
completely avoid impacts to streams and wetlands. Retaining walls have been provided on -site to completely
avoid impacts to the stream on the western side of the site (S2) and minimize the overall impact. Stormwater
facilities are sized and positioned to minimize impacts to the greatest extent practicable. Temporary erosion
control measures, including but not limited to skimmer basins and silt fence, will be implemented to minimize
sediment -laden runoff from exiting the site.
COMPENSATORY MITIGATION
Compensatory mitigation will be met by the purchase of credits through the NC Division of Mitigation Services
(NCDMS) in -lieu fee program. 191 LF of stream impacts will be mitigated through the purchase of stream
mitigation credits. Based on an NCSAM assessment of Medium for Stream 1 mitigation is proposed at a
1.75:1 ratio for impacts to this feature, or 335 stream mitigation credits. In total, 335 stream mitigation credits
will be purchased from NCDMS to offset impacts associated with this project.
Please feel free to contact me at [phone] if you have any questions or if additional information is
necessary.
Sincerely,
KIMLEY-HORN AND ASSOCIATES, INC.
Chris Tinklenberg, PWS
Environmental Scientist
kimley-horn.com
200 South Tryon Street, Suite 200, Charlotte, NC 28202
704-333-5131

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
10 Permit
0 Section 404 Permit ❑ Section
lb. Specify Nationwide Permit (NWP) number: 18 or General Permit (GP) number:
lc. Has the NWP or GP number been verified by the Corps?
❑ Yes 0 No
1d. Type(s) of approval sought from
the DWQ (check all that apply):
— Regular ❑ Non-404 Jurisdictional General Permit
— Express ❑ Riparian Buffer Authorization
0 401 Water Quality Certification
❑ 401 Water Quality Certification
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
For the record only for Corps Permit:
❑ Yes A No
❑ Yes A 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.
A Yes ❑ No
1g. Is the project located in any of NC's twenty coastal counties? If yes, answer
lh below.
❑ Yes 0 No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes 0 No
2. Project Information
2a. Name of project:
WNC6 Fayetteville Site
2b. County:
Cumberland
2c. Nearest municipality / town:
Fayetteville
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state
project no:
N/A
3. Owner Information
3a. Name(s) on Recorded Deed:
NC Fayetteville Fort Worth, LLC
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
Eric Jackson
3d. Street address:
201 Riverplace, Suite 400
3e. City, state, zip:
Greenville, SC 29601
3f. Telephone no.:
864-263-5431
3g. Fax no.:
3h. Email address:
[e-mail]
Page 1 of 9
PCN Form — Version 1.3 December 10, 2008 Version

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:
Chris Tinklenberg, PWS
5b. Business name
(if applicable):
Kimley-Horn and Associates
5c. Street address:
200 South Tryon Street, Suite 200
5d. City, state, zip:
Charlotte, NC 28202
5e. Telephone no.:
704-409-1802
5f. Fax no.:
5g. Email address:
[e-mail]
Page 2 of 9
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID):
0447-76-8931
1 b. Site coordinates (in decimal degrees):
Latitude: 35.061367 Longitude: -78.840402
(DD.DDDDDD) (-DD.DDDDDD)
lc. Property size:
17-ac
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to proposed
project:
Locks Creek
2b. Water Quality Classification of nearest receiving water:
C
2c. River basin:
Upper Cape Fear (03030004)
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:
The site is located at 1005 Dunn Road in Fayetteville, NC. The site is currently comprised of an existing warehouse building,
associated parking area, maintained grassy area, and two streams. The site is surrounded by 1-95, forested land, and
commercial and industrial businesses.
3b. List the total estimated acreage of all existing wetlands on the property: 0.27
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
The total length of all on -site streams is approximately 1,961 LF
3d. Explain the purpose of the proposed project:
The WNC6 Fayetteville Site is a proposed 17-acre commercial development located in Fayetteville, Cumberland County,
NC. The project proposes renovating the existing building to serve as a distribution center. Along with the renovation, the
site will be developed to provide line haul truck docking and parking, associate parking, box truck parking, van parking
and van queuing. The site will be brought into compliance with both state and local regulations for zoning, landscaping,
and stormwater.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project proposes renovating an existing warehouse to serve as a distribution center. Additional development on -site
includes the necessary parking and infrastructure improvements to serve the site. The proposed project will result in 23.97
CY of fill below OHWM or 191 linear feet (LF) of permanent stream impacts and 0.017-ac of wetland impacts. 30 LF of
temporary stream impacts are necessary to facilitate the construction of the riprap outfall pad and retaining wall.
General construction equipment includes, but are not limited to, bulldozers, excavators, front-end loaders, etc. will be used
for construction purposes.
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?
Comments: AJD included in this request
Yes 4 No Unknown
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: Kimley-Horn &
Assoc., Inc.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
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PCN Form — Version 1.3 December 10, 2008 Version

5. Project History
5a. Have permits or certifications been requested or obtained for this
project (including all prior phases) in the past?
Yes
Unknown
// No
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes
0 No
6b. If yes, explain.
C. Proposed Impacts Inventory
1. Impacts Summary
la. Which sections were completed below
for your project (check all that apply):
❑ Buffers
Construction
0 Wetlands 0 Streams - tributaries
❑ Open Waters ❑ Pond
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
(if known)
2d.
Forested
2e.
Type of jurisdiction
(Corps - 404, 10
DWQ - non-404, other)
2f.
Area of impact
(acres)
Impact 1 - W1
Fill
PFO
Yes
0 Corps
0.017
0 P❑T
0 DWQ
2g. Total wetland impacts
2h. Comments:
The project proposes the renovation of an existing building along with a parking lot expansion. Authorization is requested under
NWP18 and GC4263 to impact 191 LF / 0.015-acre of Stream 1 and 0.017-acre of Wetland 1 necessary for site development.
The total fill material below the OHWM is 23.97 cubic yards (CY).
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
(Corps - 404, 10
DWQ - non-404,
other)
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
Impact 2 - S1
Grading/earthen fill
S4 - UT to
Locks Creek
0 PER
-/ Corps
3.5
191
0 P ❑ T
❑ INT
0 DWQ
Impact 2 - S1
Temp for
construction
S4 - UT to
Locks Creek
0 PER
4 Corps
3.5
30
❑ P 0 T
❑ INT
0DWQ
3h. Total stream and tributary impacts
221
3i. Comments:
The project proposes the renovation of an existing building along with a parking lot expansion. Authorization is requested under
NWP18 and GC4263 to impact 191 LF / 0.015-acre of Stream 1 and 0.017-acre of Wetland 1 necessary for site development.
The total fill material below the OHWM is 23.97 cubic yards (CY).
Page 4 of 9
PCN Form - Version 1.3 December 10, 2008 Version

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)
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID
number
5b.
Proposed use or purpose of
pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
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 ❑ Other:
❑ Catawba ❑ Randleman
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)
❑P❑T
Yes
❑ No
6h. Total buffer impacts
6i. Comments: The proposed project will not impact protected riparian buffers.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Unavoidable impacts to Stream 1 and Wetland 1 are necessary to accomplish the purpose and goals of the project. Stream
mitigation credits will be purchased to offset the permanent impacts necessary for this project. As a final leg delivery station,
Page 5 of 9
PCN Form - Version 1.3 December 10, 2008 Version

appropriate vehicle mobility and vehicle storage is required for the site. This limits the ability to compress the spacing between
site features such as drive aisles, parking spaces, and sidewalks and still transition grades throughout the site, provide
stormwater control measures, and completely avoid impacts to streams and wetlands. Retaining walls have been provided on
site to completely avoid impacts to the stream on the western side of the site (S2) and minimize the overall impact.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Stormwater facilities are sized and positioned to minimize impacts to the greatest extents practicable. Temporary erosion control
measures, including but not limited to skimmer basins and silt fence, will be implemented to minimize sediment laden runoff from exiting
the site.
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?
0 Yes ❑ No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ 0 Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
program
Mitigation
0 Payment to in lieu fee
❑ Permittee Responsible
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type Stream
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
0 Yes
4b. Stream mitigation requested:
335 linear feet
4c. If using stream mitigation, stream temperature:
0 warm ❑ cool ❑cold
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: Compensatory mitigation will be met by the purchase of credits through the NC Division of Mitigation Services
(NCDMS) in -lieu fee program. 191 LF of stream impacts will be mitigated through the purchase of stream mitigation credits.
Based on an NCSAM assessment of Medium for Stream 1 mitigation is proposed at a 1.75:1 ratio for impacts to these features,
or 335 stream mitigation credits. In total, 335 stream mitigation credits will be purchased from NCDMS to offset impacts
associated with this project.
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.
Page 6 of 9
PCN Form — Version 1.3 December 10, 2008 Version

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 8 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)
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:
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
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments:
❑ Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
61.6%
2b. Does this project require a Stormwater Management Plan?
8 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:
The proposed stormwater management and erosion control measures have been sized and designed using methods prescribed
by the City of Fayetteville and NCDEQ resources. One proposed wet pond will be utilized as a water quantity and quality SCM.
2e. Who will be responsible for the review of the Stormwater Management Plan?
8 Certified Local Government
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
City of Fayetteville
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? Under Review; the SMP approval letter will be provided once it is
received.
❑ Yes ❑ No
Page 7 of 9
PCN Form — Version 1.3 December 10, 2008 Version

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
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land?
Yes // No
1 b. 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 0 No
2b. Is this an after -the -fact permit application?
❑ Yes 0 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.. No additional or cumulative impacts
are anticipated due to the construction of the proposed project.
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: Wastewater generated from the project will be
discharged to Fayetteville Public Works Commission sanitary sewer system adjacent to the project.
Page 8 of 9
PCN Form — Version 1.3 December 10, 2008 Version

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?
❑ No
0 Yes
5c. If yes, indicate the USFWS Field Office you have contacted.
0 Raleigh
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
A review of the North Carolina Natural Heritage Program (NCNHP) database on March 29, 2021, did not indicate known
occurrences of threatened or endangered species within the project boundary. Additionally, pedestrian surveys conducted by
Kimley-Horn on February 23, 2021, did not identify potentially suitable habitat for or occurrences of protected species within the
property boundary. A concurrence request letter was submitted to the USFWS on March 30, 2021. At the time of this report a
response has not been received. A copy of the request is attached.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes
0 No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NCNHP element occurrence database did not indicate the presence of EFH within the project boundary.
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?
Kimley-Horn consulted the North Carolina State Historic Preservation Office (SHPO) HPOWEB GIS service on March 29, 2021.
No documented architectural, historic, or archaeological sites of significance within the project boundary were identified. A request
letter was submitted to SHPO to determine the presence of archeological, cultural, or historic resources on March 30, 2021. At
the time of the report, a response has not been received. A copy of the request is attached.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
No
0 Yes ❑
8b. If yes, explain how project meets FEMA requirements: A floodplain development permit and No-Rise/No-Impact certification
will be submitted to satisfy the City of Fayetteville permitting requirements for a floodplain development permit.
8c. What source(s) did you use to make the floodplain determination? FIRM Panel 3720044700K
Chris Tinklenberg, PWS
Applicant/Agent's Printed Name
-'-% —
9/3/2021
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 9 of 9
PCN Form — Version 1.3 December 10, 2008 Version

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++++++ + + +
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vs
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AD (S- R. 9
VARIABLE WIDTH PUBLIC
. . .
SEE SHEET C303 - SITE PLAN
PROPOSED IMPROVEMENTS LEGEND
SITE DEVELOPMENT PLAN NOTES
SITE - PROJECT DATA
DEVELOPMENT STANDARDS
I I BUILDING / STRUCTURE
— — — —PROPERTY °GONDAR',
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CONCRETE RAMP
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62,141 SF
DUNN ROAD lS R 183,31
VARIABL. WIDTH PUBLIC RA,
SEE SHEET C304 - SITE PLAN
X
X
GRAPHIC SCALE IN FEET
0 30 120
NOT FOR
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CBI' before you dig.
0
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1005 DUNN ROAD
NORTH CAROLINA
CITY OF FAYETTEVILLE
SHEET NUMBER
C301
This document, together with the concepts and designs presented herein, as an instrument of service, Is intended only for the specific purpose and client for which It was prepared. Reuse of and Improper reliance on this document without writt n authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.

PROPOSED IMPROVEMENTS LEGEND
/
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A ')2 -81
I I
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•' ti) }1 TRAFFIC ARROWS
ix SONS - SINGLE / DOUBLE
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S1 IVY h YEILO MAWONCS
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—m—m--m--o~AFRSEY BARRIER
—PROPERTY BOUNDARY
RIGHT-OF-WAY
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CURB AND GUTTER
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0
0
1005 DUNN ROAD
NORTH CAROLINA
CITY OF FAYETTEVILLE
SHEET NUMBER
C302
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which It was prepared. Reuse of and Improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc.

C302 SITE PLAN
•
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PROPOSED IMPROVEMENTS LEGEND
- -
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��STANDARD DUTY ASPHALT PVVT.
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GRAPHIC SCALE IN FEET
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1
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MATCHLINE - SEE SHEET C304 SITE PLAN
NOT FOR
CONSTRUCTION
Know YNhat's below.
CBI' before you dig.
0
O
SITE PLAN
1005 DUNN ROAD
NORTH CAROLINA
CITY OF FAYETTEVILLE
SHEET NUMBER
C303
This document, together with the concepts and designs presented herein, as an instrument of service, 1s intended only for the specific purpose and client for which It was prepared. Reuse of and Improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc.

MATCHLINE - SEE SHEET C303 SITE PLAN
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0
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AS SHOWN
SITE PLAN
1005 DUNN ROAD
NORTH CAROLINA
CITY OF FAYETTEVILLE
SHEET NUMBER
C304
RC -
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RC -
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This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which It was prepared. Reuse of and Improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.

SEE SHEET 402 GRADING AND DRAINAGE PLAN
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SEE SHEET 403 GRADING AND DRAINAGE PLAN
GRADING NOTES
GRADING NOTES
DRAINAGE PLAN NOTES
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SEE SHEET 404 GRADING AND DRAINAGE PLAN
GRAPHIC SCALE IN FEET
0 I 30
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1005 DUNN ROAD
NORTH CAROLINA
CITY OF FAYETTEVILLE
SHEET NUMBER
C401
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which It was prepared. Reuse of and Improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.

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PROPOSED STORM DRAINAGE PLAN LEGEND
•STORM DRAIN 0 MN MANHOLE
ROOF DRAIN O CB CATCH BASIN
sm—a^ so—r^ so SUB SURFACE DRAIN 14 DI DROP INLET
7 7 7 7 TOP OF BANK
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WITH 0-RING GASKETS
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PROPOSED TOPOGRAPHIC LEGEND
GB
- — rr — — —rr - HIGH POINT (GB)
---rr ---rr -LOW POINT (GB)
---w1---w -MATCH EXISTING (ME)
222R PROP. SLOPE GRADE
_ALL PROP. RUN: RISE
PROPOSED MAJOR _OOSTNC MAJOR
/5CONTOUR — 450 CONTOUR
451 PROPOSED MINOR 451 EXISTING MINCR
CONTOUR CONTOUR
- — — GRADE BREAK (GB) UMITS OF
ANcE
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1005 DUNN ROAD
NORTH CAROLINA
CITY OF FAYETTEVILLE
SHEET NUMBER
C402
Thi document, together with the concepts and designs presented herein, as an instrument of serve e, Is intended only for the specific purpose and client for which It woe prepared. Reuse of and Improper reliance on this document without written authorization and adaptation by Kfmley-Hcr and Associates, Inc. shall be without liability to Kfmley-Horn and Associates, Inc.

MATCHLINE - SEE SHEET C402 GRADING AND DRAINAGE PLAN
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NORTH CAROLINA
CITY OF FAYETTEVILLE
SHEET NUMBER
C403
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NORTH CAROLINA
CITY OF FAYETTEVILLE
SHEET NUMBER
C404
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which It was prepared. Reuse of and Improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.

SEE SHEET 402 GRADING AND DRAINAGE PLAN
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GRAPHIC SCALE IN FEET
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1005 DUNN ROAD
NORTH CAROLINA
CITY OF FAYETTEVILLE
SHEET NUMBER
C401
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which It was prepared. Reuse of and Improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.

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GRADING PLAN NOTES
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7 7 7 7 TOP OF BANK
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STON
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PROPOSED TOPOGRAPHIC LEGEND
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PROPOSED MAJOR _OOSTNC MAJOR
/5CONTOUR — 450 CONTOUR
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1005 DUNN ROAD
NORTH CAROLINA
CITY OF FAYETTEVILLE
SHEET NUMBER
C402
Thi document, together with the concepts and designs presented herein, as an instrument of serve e, Is intended only for the specific purpose and client for which It woe prepared. Reuse of and Improper reliance on this document without written authorization and adaptation by Kfmley-Hcr and Associates, Inc. shall be without liability to Kfmley-Horn and Associates, Inc.

MATCHLINE - SEE SHEET C402 GRADING AND DRAINAGE PLAN
3
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GRADING AND DRAINAGE PLAN
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STORM DRAIN 0 MN MANHOLE
ROOF DRAIN 0 CB CATCH BASIN
-sso—a- so—r^ so SUB SURFACE DRAIN 14 DI DROP INLET
7 Y 7 7 TOP OF BANK o CO CLEANOUT
WATER SURFACE Q FES FLARED END
SECTION
POND/TOE BOTTOM Q EW ENDWALL
SRALLU. DITEB. CHANNEL o RD ROOF DRAIN
ROW NE
RIPRAP APRON • Y1 YARD INLET
— DE — — — —DRAINAGE EASEMENT • Al AREA INLET
OCS OURUCIUTLETRONE
CTROL
ST
P PUMP STATION
N BACKWATER VALVE
WT WATER TIGHT JOINTS
MTH 0-RING GASKETS
INN. PIPE INVERT ELEVATION
PROPOSED TOPOGRAPHIC LEGEND
As
0 - NIGH POINT (GB)
---rr---Ir-LOW POINT (GB)
---N1---N MATCH EXISTING (ME)
2991i PROP. SLOPE GRADE
4:1 - PROP. RUN: RISE
PROPOSED MAJOR _ _EXISTING MAJOR
/5CONTOUR — 450 CONTOUR
451 PROPOSED MINOR 451 EXISTING MINCH
CONTOUR CONTOUR
- — — GRADE BREAK (GB) — — _UNITS OF
DISSuRBANCE
PROPOSED SPOT
GR
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TOTOP OF MSG
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VARIABLE WIDTH PUBLIC R/W
GRAPHIC SCALE IN FEET
0 0
I 15
6 11
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1
NOT FOR
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1005 DUNN ROAD
NORTH CAROLINA
CITY OF FAYETTEVILLE
SHEET NUMBER
C403
Thi document, together with the concepts and designs presented herein, as an instrument of serve , Is intended only for the specific purpose and client for which It woe prepared. Reuse of and Improper reliance on this document without written authorization and adaptation by Kfmley—Hor and Associates, Inc. shell be without liability to Kfmley—Horn and Associates, Inc.

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PROPOSED STORM DRAINAGE PLAN LEGEND
STORM DRAIN O MH MANHOLE
ROOF DRAIN ❑ CB CATCH BASIN
— rsso-----rsso----- —SUB-SURFACE DRAIN iiiii DI DROP INLET
TOP OF BANK 0 CO CLEANOUT
WATER SURFACE • FES RAKED END
SECnCN
POND/TOE BOTTOM Q EW ENDWALL
SWAWLE•UECH• CHONEL o RD ROOF DRAIN
RADN
RIPRAP APRON • YI YARD INLET
— DE — — — —DRAINAGE EASEMENT • Al AREA INLET
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e P PUMP STATION
N BACKWATER VALVE
• WATER TIGHT JOINTS
WITH 0-RING GASKETS
INV: PIPE INVERT ELEVATION
• CONCRETE PARKING
41.
CONCRETE AREA
NOT PART OF LEASE 3R 6CP
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PROPOSED OFFICE SPACE
I CQNCIIETE
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ly
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IN=76.53
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ROW_
DUNN ROAD (S.R. 9838) _— ODD 1)
VARIABLE WIDTH PUBLIC R/LV ----------------
ROW_
ROW_
ROW_
ROW_
ROW_
I
DRAINAGE PLAN NOTES
0
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ROW- ROW
IKGRA
450
_PROPOSED -450-—
MAJOR EXISTING MAJOR
CONTOVR CONTWR
451 PROPOSED MNOR - - - - 451- - - - EXISTING MINOR
CONTWR CONTOUR
cB--- GRADE BREAK (GB) —I. — — —DISNRBPuMI7S aF
NCE
-
--r---r.--HIGH POINT (GB) r'(n>.1O7.8) PROPOSED SPOT
GRADE
---- ---1,• -LOW POINT (GB) mmP OF PA1iEAENT
IF TOP CF CUPS
---.=---Na-MATCH EXISTING (ME) F@FNALORODE
uEUATOH EwsnNc
ZED23 PROP. SLOPE GRADE HP:INNT PONT
TW: TOP OF WALL
4�7 PROP. RUN:RISE SW: BOTTOM OF WALL
FFE NISNEO FLOOR ELEV.
Ij
R/M=91.02
OUT=80.57
ROW
rLLCCfn- — —
36RCP
ROW- ROW
•J- CC.)1iOCE 1C ;
r•. 1s RCr •;(1. R.
GRAPHIC SCALE IN FEET
0 15 30 8I
11
NOT FOR
CONSTRUCTION
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C81 before you dig.
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1005 DUNN ROAD
NORTH CAROLINA
CITY OF FAYETTEVILLE
SHEET NUMBER
C404
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which It was prepared. Reuse of and Improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.

5. Project History
5a. Have permits or certifications been requested or obtained for this
project (including all prior phases) in the past?
Yes
Unknown
// No
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes
0 No
6b. If yes, explain.
C. Proposed Impacts Inventory
1. Impacts Summary
la. Which sections were completed below
for your project (check all that apply):
❑ Buffers
Construction
0 Wetlands 0 Streams - tributaries
❑ Open Waters ❑ Pond
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
(if known)
2d.
Forested
2e.
Type of jurisdiction
(Corps - 404, 10
DWQ - non-404, other)
2f.
Area of impact
(acres)
Impact 1 - W1
Fill
PFO
Yes
0 Corps
0.017
0 P❑T
0 DWQ
2g. Total wetland impacts
2h. Comments:
The project proposes the renovation of an existing building along with a parking lot expansion. Authorization is requested under
NWP18 and GC4263 to impact 191 LF / 0.015-acre of Stream 1 and 0.017-acre of Wetland 1 necessary for site development.
The total fill material below the OHWM is 23.97 cubic yards (CY).
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
(Corps - 404, 10
DWQ - non-404,
other)
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
Impact 2 - S1
Grading/earthen fill
S1 - UT to
Locks Creek
0 PER
-/ Corps
3.5
191
0 P ❑ T
❑ INT
0 DWQ
Impact 3 - S1
Temp for
construction
S1 - UT to
Locks Creek
0 PER
4 Corps
3.5
30
❑ P 0 T
❑ INT
0DWQ
3h. Total stream and tributary impacts
221
3i. Comments:
The project proposes the renovation of an existing building along with a parking lot expansion. Authorization is requested under
NWP18 and GC4263 to impact 191 LF / 0.015-acre of Stream 1 and 0.017-acre of Wetland 1 necessary for site development.
The total fill material below the OHWM is 23.97 cubic yards (CY).
Page 4 of 9
PCN Form - Version 1.3 December 10, 2008 Version