20201924 Ver 1_401 Application_20210319

Staff Review
Does this application have all the attachments needed to accept it into the review process?*
r Yes r No
ID#*
20201924
Version* 1
Is this project a public transportation project?* r Yes
r No
Reviewer List:* Sue Homewood:eads\slhomewood
Select Reviewing Office:* Winston-Salem Regional Office - [phone]
Submittal Type:* 401 Application
Does this project require a request for payment to be sent?*
r
Yes
r
No
How much is r $240.00
owed?* r $570.00

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: * r
For the Record Only (Courtesy Copy)
r
New Project
r
Modification/New Project with Existing ID
r
More Information Response
r
Other Agency Comments
r
Pre -Application Submittal
r
Re-Issuance\Renewal Request
r
Stream or Buffer Appeal
Pre -Filing Meeting Information
Before submitting this form please ensure you have submitted the Pre -Filing Meeting Request Form as we will not
be able to accept your application without this important first step. The Pre -Filing Meeting Request Form is used in
accordance with 40 C.F.R. Section 121.4(a) "At least 30 days prior to submitting a certification request, the project
proponent shall request a pre -filing meeting with the certifying agency" and in accordance with 40 C.F.R. Section
121.5(b)(7), and (c)(5) all certification requests shall include documentation that a pre -filing meeting request was
submitted to the certifying authority at least 30 days prior to submitting the certification request. Click here to read
more information on when this form is needed prior to application submission or here to view the form.
Attach documentation of Pre -Filing Meeting Request here:
Pre -Filing timeclock expired_01.09.21.pdf 51.09KB
Date for Meeting Request 12/9/2020
ID# 20201924 Version 1
Project Contact Information
Name: Bradley Luckey
Who is submitting the information?
Email Address: [e-mail]
Project Information
Project Name: Appro)amate 184 Acre Tract
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Alamance
Please upload all files that need to be submited.

Oickthe upload button or drag and drop files here to attach document
6264.1_UPS Mebane_PCN 03.19.21.pdf 7.73MB
Only pdf or Iv17 files are accepted.
Describe the attachments
or comments:
PCN for 401 WQC
Sign and Submit
P By checking the box and signing box below, I certify that:
■ I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to
the best of my knowledge and belief.
■ I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
■ I agree that submission of this online form is a "transaction" subject to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act');
■ I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act');
■ 1 understand that an electronic signature has the same legal effect and can be enforced in the same way as a
written signature; AND
■ I intend to electronically sign and submit the online form.
Signature:
��AW-4 :10.1��IIIWIOI
Submittal Date: Is filled in autorratically.

Preliminary ORM Data Entry Fields for New Actions
ACTION ID #: SAW- Begin Date (Date Received):
Prepare file folder Assign Action ID Number in ORM
1. Project Name [PCN Form A2a]:
2. Work Type: Private Institutional Government Commercial
3. Project Description / Purpose [PCN Form B3d and B3e]:
4. Property Owner / Applicant [PCN Form A3 or A4]:
5. Agent / Consultant [PNC Form A5 – or ORM Consultant ID Number]:
6. Related Action ID Number(s) [PCN Form B5b]:
7. Project Location – Coordinates, Street Address, and/or Location Description [PCN Form B1b]:
8. Project Location – Tax Parcel ID [PCN Form B1a]:
9. Project Location – County [PCN Form A2b]:
10. Project Location – Nearest Municipality or Town [PCN Form A2c]:
11. Project Information – Nearest Waterbody [PCN Form B2a]:
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form B2c]:
Authorization: Section 10 Section 404 Section 10 and 404
Regulatory Action Type:
Standard Permit Pre-Application Request
Nationwide Permit # Unauthorized Activity
Regional General Permit # Compliance
Jurisdictional Determination Request No Permit Required
Revised 20150602

Page 1 of 12
PCN Form – Version 1.3 December 10, 2008 Version
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
1a. Type(s) of approval sought from the
Corps: Section 404 Permit Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: NWP 39 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: UPS Mebane/Senator Ralph Scott Parkway
2b. County: Alamance
2c. Nearest municipality / town: Mebane
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: See Attached Landowner Table
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:

Page 2 of 12
PCN Form – Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: Agent Other, specify: Developer
4b. Name: Mr. Nick Grimes
4c. Business name
(if applicable): UPS - attn:BaSE dept
4d. Street address: 55 Glenlake Parkway NE
4e. City, state, zip: Atlanta, GA 30328
4f. Telephone no.: 407.719.3390
4g. Fax no.:
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: Bradley S. Luckey
5b. Business name
(if applicable): Pilot Environmental Inc.
5c. Street address: PO Box 128
5d. City, state, zip: Kernersville, NC 27285
5e. Telephone no.: 336.708.4997
5f. Fax no.:
5g. Email address: [e-mail]

Page 3 of 12
PCN Form – Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 9804314534, 9804405913, 9804601723, 9804609819 &
9804513400
1b. Site coordinates (in decimal degrees): Latitude: 36.06378 Longitude: - 79.32141
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 246 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project: Back Creek
2b. Water Quality Classification of nearest receiving water: WS-V, NSW
2c. River basin: Cape Fear
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 contains wooded land and fields. Structures are not located on the site. A sewer line and associated easement
cross the site. The site is located north of Senator Ralph Scott Parkway in the larger North Carolina Commerce Park in
Mebane, Alamance County, North Carolina.
3b. List the total estimated acreage of all existing wetlands on the property:
~22 ac
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
~10,775' stream channel
3d. Explain the purpose of the proposed project:
The purpose of the project is to develop the site with an approximately 523,000 square foot distribution facility.
3e. Describe the overall project in detail, including the type of equipment to be used:
The overall project consists of development of the site with an approximate 523,000 square foot distribution facility. The
facility will contain distribution and office building, trailer docks, multiple court and storage parking lots, employee parking,
stormwater treatment ponds and landscaped areas. The site has been designed to separate tractor trailer traffic from
general vehicular traffic. A circular flow around trailer docks and the distribution facility is necessary for operational
efficiencies of the occupant and safety purposes for emergency personnel services. Additionally, the facility has been
designed to accommodate future trailer and employee parking areas within uplands on the site. To facilitate development
of the site, it is necessary to impact wetlands. Clearing and grading the site is necessary. Graders, haulers, excavators
and other heavy equipment will be used during site construction.
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:
Yes 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): unknown
Agency/Consultant Company: ECS
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
See attached NCDWR Site Determination Letter and consultant's USACE Verified Wetland Map.

Page 4 of 12
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 No Unknown
5b. If yes, explain in detail according to “help file” instructions.
The site is located within the larger North Carolina Commerce Park. It is the applicant's understanding that previous
impacts to WoUS have occurred by other applicants within the larger NCCP.
6. Future Project Plans
6a. Is this a phased project? Yes No
6b. If yes, explain.
The project is not part of a phased project. Impacts to streams/wetlands, outside of those proposed in this application,
are not anticipated as a result of the proposed project..

Page 5 of 12
PCN Form – Version 1.3 December 10, 2008 Version

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
(if known)
2d.

Forested

2e.
Type of jurisdiction
(Corps - 404, 10
DWQ – non-404, other)
2f.

Area of impact
(acres)
W1 P T Fill Bottomland
Hardwood
Yes
No
Corps
DWQ 0.06
W2 P T Yes
No
Corps
DWQ
W3 P T Yes
No
Corps
DWQ
W4 P T Yes
No
Corps
DWQ
W5 P T Yes
No
Corps
DWQ
W6 P T Yes
No
Corps
DWQ
2g. Total wetland impacts 0.06
2h. Comments: The proposed project will permanently fill 0.06 acres of wetlands associated with grading the facility.
Temporary impacts are not proposed. Mitigation is proposed for the unavoidable impact to wetlands.
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)
S1 P T PER
INT
Corps
DWQ
S2 P T PER
INT
Corps
DWQ
S3 P T PER
INT
Corps
DWQ
S4 P T PER
INT
Corps
DWQ
S5 P T PER
INT
Corps
DWQ
S6 P T PER
INT
Corps
DWQ
3h. Total stream and tributary impacts
3i. Comments: Stream impacts are not proposed..

Page 6 of 12
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)
O1 P T
O2 P T
O3 P T
O4 P T
4f. Total open water impacts
4g. Comments: Open water impacts are not proposed.
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
P1
P2
5f. Total
5g. Comments: Stormwater ponds will be constructed on the site in high ground.
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:

Page 7 of 12
PCN Form – Version 1.3 December 10, 2008 Version

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: Jordan
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)
B1 P T Yes
No
B2 P T Yes
No
B3 P T Yes
No
6h. Total buffer impacts
6i. Comments: The applicant is in the process of obtain Jordan Lake Riparian Buffer Authorization from the local delegated
municipality. We request conditional 401 approval pending Jordan Lake Riparian Buffer Authorization.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed development has been designed to minimize grading limits and the development footprint to avoid greater
impacts than proposed within this application. Alternative building layouts and access road crossings from the distribution
center building to Senator Ralph Scott Parkway were evaluated and would have resulted in greater impacts that those
proposed within this application. The applicant is proposing the use of retaining walls along portions of the eastern, southern
and western development pad to avoid and minimize impact to streams and wetlands. The applicant is proposing two bridge
span crossings to access the distribution center building from Senator Ralph Scott Parkway; thus avoiding impact to streams.

There are approximately 22 acres of wetlands and 10,775 linear feet of stream channels located on the site. The 10,775
linear feet of stream channels and remaining 21.94 acres of wetlands are being avoided by the proposed project.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The clearing limits will be staked and silt fence, rock checks or other temporary sediment and erosion control measures will be
located within the most down-gradient area within the impact limits. The sediment and erosion control devices will prevent
sediment from being discharged into down-gradient streams or wetlands. A rock/stone French drain will be installed within the
impact limits of the wetland and filled over top with clean fill to final proposed grades.
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 Quantity

Page 8 of 12
PCN Form – Version 1.3 December 10, 2008 Version

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: warm cool cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: 0.06 acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments: The applicant proposes mitigation for 0.06 acres of wetland fill impact at a 2:1 mitigation ratio. The applicant
intends to purchase 0.12 acres of wetland credits needed to satisfy the mitigation proposal from NCDMS. NCDMS currently
has credits available to satisfy the mitigation proposal.
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.

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 9 of 12
PCN Form – Version 1.3 December 10, 2008 Version

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.
Comments: Local Delgated Municipality will review as part of SWMP approval. Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? <24 %
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:
A Stormwater Management Plan is required. The applicant will obtain stormwater management plan approval prior to
proposed impacts occurring. The applicant requests a conditional 401 WQC pending the local delegated municipality
approval of the stormwater management plan.
2e. Who will be responsible for the review of the Stormwater Management Plan?
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? Winston Salem
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

Page 10 of 12
PCN Form – Version 1.3 December 10, 2008 Version

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: A NEPA or SEPA is not required as part of this project.
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.
Impacts for site wastewater disposal or providing water services to the site are not required or proposed at this time. The
site will connect to existing water and sewer services on the site.

Page 11 of 12
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? Yes No
5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh
Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Pilot consulted the USFWS List of Protected Species for Forsyth County. The USFWS identifies the following protected
species in Alamance County:

Cape Fear Shiner (E): The proposed project is not impacting streams or suitable habitat for this species. Additionally,
during construction, an approved sediment and erosion control plan will be implemented. Therefore, we have determined
the proposed project will have no effect to federally protected species.
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?
Based on our knowledge of the site, the site is not located in or near an area designated as essential fish habitat. Best
management practices and the use of temporary sediment and erosion control devices will prevent sediment from entering
down-gradient waterbodies which may contain fish.
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?
According to the NC SHPO Historic Properties website (attached), eligible or listed resources are not located on or within
one mile of the proposed project area.
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? FEMA NFHL

Bradley S. Luckey

Applicant/Agent's Printed Name

_______________________________
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)

03.19.21

Date
Proposal for Environmental Services
Pilot Proposal 6264.1
December 10, 2020
5

AGENT AUTHORIZATION

This form authorizes Pilot to act as our agent in stream/wetland matters including U.S. Army
Corps of Engineers and North Carolina Division of Water Resources field verification and
permitting.

Property Address: ____________________________________
____________________________________
____________________________________

Applicant Information:

Name: ______________________________________________________

Address: ______________________________________________________

______________________________________________________

______________________________________________________

Telephone Number: ______________________________________________________

Fax Number: ______________________________________________________

E-mail Address: ______________________________________________________

Signature: Date:

2120 Senator Ralph Scott PKWY
Mebane, NC 27302
Nick Grimes
UPS - attn: BaSE dept
55 Glenlake Parkway NE
Atlanta, GA 30328
404-719-3390
N/A
[e-mail]
3/17/21
8" TO 16"
MIXED HARDWOODS
AND PINES
4" TO 8"
MIXED HARDWOODS
4" TO 8"
MIXED HARDWOODS
12" TO 20"
MIXED HARDWOODS
14" TO 20"
MIXED HARDWOODS
SEN RALPH SCOTT PARKWAY(60' RIGHT-OF-WAY)
(PB 76, PG 99)
SEN RALPH

S
C
O
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P
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W
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(60' RIGHT-
O
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W
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)
(DB 3337,
P
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8
5
3
)
INTERSTATE 40/85
260' PUBLIC RIGHT-OF-WAY
(DB 222, PG 67)
SEN RA
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P
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(60' RI
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)
(PB 76,
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INTER
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4
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8
5
260' P
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-
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(DB 22
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6
7
)
5' WIRE FENCE
5' WIRE FENCE
5' WIRE FENCE
18"PVC
SSMH
TOP=568.09'
INV=558.40'(NE)
INV=558.33'(SW)
18"PVC
1
8
"
D
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15"DIP
SSMH
TOP=569.23'
INV=558.92'(SE)
INV=558.83'(SW)
1
2
"D
IP
SSMH
TOP=576.86'
INV=560.91'(SE)
INV=559.68'(NE)
INV=559.36'(NW)
12"DIP
SSMH
TOP=584.64'
INV=572.69'(S)
INV=572.55'(N)
SSMH
TOP=587.73'
INV=574.62'(N)
SSMH
TOP=575.69'
INV=560.09'(N)
INV=560.04'(SE)15"DIPSSMH
TOP=570.73'
INV=560.45'(NE)
INV=560.34'(S)
15"P
V
C
SSMH
TOP=568.80'
INV=561.11'(SE)
INV=561.10'(SW)
15"PVC
SSMH
TOP=571.00'
INV=561.40'(SE)
INV=561.31'(SW)
15"PVC SSMH
TOP=568.70'
INV=561.85'(E)
INV=561.72'(SW)
15"PVC
SSMH
TOP=576.97'
INV=566.62'(E)
INV=566.61'(SW)
15"DIP
SSMH
TOP=578.16'
INV=567.22'(SE)
INV=567.17'(SW)
15"PVC
SSMH
TOP=578.37'
INV=568.06'(S)
INV=568.05'(W)15"DIPSSMH
TOP=589.62'
INV=568.64'(S)
INV=568.59'(N)15"DIP15"PVCSSMH
TOP=580.73'
INV=569.09'(SE)
INV=569.00'(N)15"PVCSSMH
TOP=587.14'
INV=569.48'(S)
INV=569.48'(N)
SSMH
TOP=587.48'
INV=569.88'(SE)
INV=569.87'(N)
15"
P
V
C
15"DIP
SSMH
TOP=582.04'
INV=570.42'(SE)
INV=570.39'(NW)
SSMH
TOP=581.16'
INV=570.82'(N)
INV=570.80'(W)15"PVC15"DIP
SSMH
TOP=589.34'
INV=571.73'(SE)
INV=571.67'(SW)
SSMH
TOP=580.14'
INV=571.19'(E)
INV=571.15'(SW)
15"
D
I
P
15"DIP
8
"D
IP
SSMH
TOP=583.03'
INV=574.73'(S)
INV=572.54'(NE)
INV=572.54'(NW)
SSMH
TOP=588.62'
INV=574.46'(N)8"DIP8"PVC
15"DI
P
SSMH
TOP=585.91'
INV=574.63'(NE)
INV=574.61'(E)
INV=573.06'(SW)
SSMH
TOP=590.06'
INV=580.41'(NE)
INV=580.35'(SW)
SSMH
TOP=591.54'
INV=575.68'(S)
INV=575.47'(W)
SSMH
TOP=589.13'
INV=577.16'(N)
15"DI
P
SSMH
TOP=589.76'
INV=582.01'(SE)
INV=581.93'(SW)
15"DIP
SSMH
TOP=593.95'
INV=582.91'(NE)
INV=582.86'(NW)
15"DI
P
15
"D
IP
15
"PVC15"PV
C 15"PVC15"P
V
C
SSMH
TOP=589.64'
INV=583.52'(SE)
INV=583.31'(N)
INV=583.28'(SW)
15"
D
I
P
15"
D
I
P
SSMH
TOP=587.85'
INV=584.12'(SE)
INV=584.08'(NW)
SSMH
TOP=589.43'
INV=583.83'(N)
INV=583.81'(S)
SSMH
TOP=592.53'
INV=584.19'(NE)
INV=584.17'(SE)
SSMH
TOP=594.42'
INV=584.94'(NE)
INV=584.83'(SW)
SSMH
TOP=595.48'
INV=585.84'(NE)
INV=585.83'(SE)
30' PERMANENT
UTILITY EASEMENT
(PB 76, PG 289)
30' PERMANENT
UTILITY EASEMENT
(PB 76, PG 290)
PERMANENT
DRAINAGE
EASEMENT
(PB 76, PG 99)
PERMANENT
DRAINAGE
EASEMENT
(PB 76, PG 99)
PERMANENT
DRAINAGE
EASEMENT
(PB 76, PG 99)
PERMANENT
DRAINAGE
EASEMENT
(PB 76, PG 101)
PERMANENT
DRAINAGE
EASEMENT
(PB 76, PG 101)
PERMANENT
DRAINAGE
EASEMENT
(PB 76, PG 102)
PERMANENT
DRAINAGE
EASEMENT
(PB 76, PG 102)
30' PERMANENT
UTILITY EASEMENT
(PB 76, PG 286)
30' PERMANENT
UTILITY EASEMENT
(PB 76, PG 285)
30' PERMANENT
UTILITY EASEMENT
(PB 76, PG 287)
30' PERMANENT
UTILITY EASEMENT
(PB 76, PG 292)
30' ACCESS
EASEMENT
(PB 76, PG 331)
PERMANENT
DRAINAGE
EASEMENT
(PB 76, PG 100)
PERMANENT
DRAINAGE
EASEMENT
(PB 76, PG 100)
30' ACCESS
EASEMENT
(PB 76, PG 330)
IPF
IPF
IPF IPF IPF
IRF
IPF
IPF
IPF
IPF
RWMON
IPF
IPF
IRS
IRS
IRS
IPF
IPF
MCKIM & CREED PT #1
REBAR AND CAP
NC GRID(NAD83/11)
N:840,983.87'
E:1,902,744.68'
ELEV = 593.51'
IRS
IRS
IRS
IRS
IRS
IRS
G
G
G G
G
G
G
G
G G
G
RIPRAP
RIPRAP
RIPRAP
RIPRAP
RIPRAP
GUARD
R
A
I
L
GUARDRAIL
GUARD
R
A
I
L
GUARDRAIL
GUARDRAIL
RIPRAP
RIPRAP
RIPRAP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
E
PE
P
D W
DW
DW D W
D W D
W
D
WPP
PP
PP
PP
PPPP
PP
PP
PPPP
PP
PP
PP
PP
PP
PPPP
PP
PP
PP
PP
PP
PP
PP
50' RIPARIAN
BUFFER
50' RIPARIAN
BUFFER
50' RIPARIAN
BUFFER
50' RIPARIAN
BUFFER
50' RIPARIAN
BUFFER
50' RIPARIAN
BUFFER
50' RIPARIAN
BUFFER
50' RIPARIAN
BUFFER
50' RIPARIAN
BUFFER
50' RIPARIAN
BUFFER
50' RIPARIAN
BUFFER
50' RIPARIAN
BUFFER
50' RIPARIAN
BUFFER
50' RIPARIAN
BUFFER
50' RIPARIAN
BUFFER
50' RIPARIAN
BUFFER
50' RIPARIAN
BUFFER
50' RIPARIAN
BUFFER
50' RIPARIAN
BUFFER
50' RIPARIAN
BUFFER
50' RIPARIAN
BUFFER
50' RIPARIAN
BUFFER
50' RIPARIAN
BUFFER
50' RIPARIAN
BUFFER
50' RIPARIAN
BUFFER
ZONE X
ZONE AE
ZONE AE
(FLOODWAY)
ZONE AE
ZONE X
ZONE X
ZONE AE
ZONE X
ZONE AE
ZONE AE
(FLOODWAY)
ZONE X
ZONE AE
ZONE X
ZONE AE
ZONE AE
(FLOODWAY)
ZONE AE
(FLOODWAY)WETLAND WKWETLAND WG
WETLAND WG
WETLAND WL
WETLAND WH
WETLAND WI
WETLAND WF
WETLAND WE
WETLAND WAWETLAND WBWETLAND WA
WETLAND WG
WET
L
A
N
D

W
R
WETLAND WI
WETLAND WI
WETLAND WJ
WETLAND WM WETLAND WNWETLAND WO
WETLAND WP15"RCP36"
C
P
P
18"RCP
42"
R
C
P
54"CMP
64"CMP 72"CMP12"CPP
18"R
CP
15"RCP
INV=563.92'
15"RCP
INV=567.57'
18"RCP
INV=569.01'
18"RCP
INV=569.82'
18"CPP
INV=579.87'
18"CPP
INV=580.77'
18"CPP
INV=580.16'
18"CPP
INV=580.52'
36"CPP
INV=579.98'
36"CPP
INV=580.18'
42"RCP
INV=576.92'
42"RCP AT CONC. HW
INV=580.71'
24"FES
INV=590.69'
24"FES
INV=591.21'
54"CMP AT
CONC. HW
INV=579.41'
54"CMP AT
CONC. HW
INV=579.36'
64"CMP AT
CONC. HW
INV=576.56'
64"CMP AT
CONC. HW
INV=575.51'
72"CMP AT
CONC. HW
INV=575.93'
72"CMP AT
CONC. HW
INV=575.55'
12"CPP
INV=591.50'
12"CPP
INV=592.60'
18"RCP
INV=603.53'
18"RCP
INV=602.74'
CONC.
PAD
CONC.
DRIVEWAY
WATER VALVE
(3'ABOVE GROUND)
S
S
S
S
S
S
S
S
S
S
12,000 GA
LDIESEL TA
N
K
12,000 GA
LDIESEL T
A
N
K
12,000 GALGASOLINE TANK12,000 GALGASOLINE TANKHR O
FF
I
C
E
/CU
S
T
OMER
CO
U
N
TERCUST
OMER

C
O
U
N
T
E
R
=
10
7
2
S
F
HR
=1
4
5
8

S
F

(NO
T

INCLUD
ING

J
A
N
I
T
O
R
AND

M
E
C
H
A
N
ICA
L
)
PROPOSED
BUILDING
523,365 SF
FUTURE TRAILER
MARSHALLING LOT
FUTURE EMPLOYEE
PARKING LOT
FUTURE EMPLOYEE
PARKING LOT
STORMWATER
MANAGEMENT POND
PROPOSED BRIDGE.
SEE EXHIBIT EX-004.
PROPOSED BRIDGE.
SEE EXHIBIT EX-003.
STORMWATER
MANAGEMENT POND
STORMWATER
MANAGEMENT POND
F
U
T
U
R
E

T
R
A
I
L
E
R
M
A
R
S
H
A
L
L
I
N
G

L
O
T
STORMWATER
MANAGEMENT POND
WETLAND IMPACT.
SEE EXHIBIT EX-002.
STORMWATER
MANAGEMENT POND
NORTH
GRAPHIC SCALE SUPERCEDES NUMERIC SCALE
OVERALL
WETLAND AND STREAM IMPACT
Sunday, March 7, 2021H:\UPS\2020.183 - UPS Mebane - Mass Grading & Bridges Package\2. Civil\1. Models\5. Sheets\Environmental Exhibits\EX-001 - Overall Wetland & Stream Impact.dwg737 S 3rd Street, Louisville, KY 40202 - tel.[phone] - luckett-farley.comDRAWNBY:CHK'DBY:03-08-2021REFERENCE:DWG.#UPS MEBANEBRIDGES AND MASS GRADING2020.183OVERALL WETLAND ANDSTREAM IMPACT EXHIBITBRBEX-001GRAPHIC SCALE
0 150 300 600
USACE IMPACTS
WETLANDS 2376 SF
0.055 ACRES
IPF IPF IPF
50' RIPARIAN
BUFFER
ZONE AE
WETLAND WK12,000 GALGASOLINE TANK12,000 GALGASOLINE TANKSTORMWATER
MANAGEMENT POND
LIMITS OF
IMPACTED
WETLAND
578
580 582 584
5825
8
0
578 580 584 586 588
590
592
594
596
598
588 586 584 582
580 582
584 586 588
590 592
590
592
592
580574 5765785
8
0
5
8
2
5
8
4
584
582580 578576576
5
7
4
572
572
578
586 588590592594
580582584586588590
592
594588590592586584
580578
576
574
5
9
6
50' RIPARIAN
BUFFER
50' RIPARIAN
BUFFER
DELINEATED
WETLAND
ZONE AE
(FLOODWAY)
WATER
LINE
ZONE AE
ZONE X
ZONE X
ZONE AE
PROPOSED
RETAINING WALL
PROPOSED
RETAINING WALL
STORMWATER
MANAGEMENT POND
580 582
578580 582
584
578
580 582
584
580
582
584
586
588
590
NORTH
GRAPHIC SCALE SUPERCEDES NUMERIC SCALE
WETLAND IMPACT EXHIBIT
Sunday, March 7, 2021H:\UPS\2020.183 - UPS Mebane - Mass Grading & Bridges Package\2. Civil\1. Models\5. Sheets\Environmental Exhibits\EX-002 - Wetland Impact Exhibit.dwg737 S 3rd Street, Louisville, KY 40202 - tel.[phone] - luckett-farley.comDRAWNBY:CHK'DBY:03-08-2021REFERENCE:DWG.#UPS MEBANEBRIDGES AND MASS GRADING2020.183WETLAND IMPACTEXHIBITBRBEX-002GRAPHIC SCALE
0 40 80 160
USACE IMPACTS
WETLANDS 2,376 SF
0.055 ACRES
15"PVCSSMHTOP=576.97'INV=566.62'(E)INV=566.61'(SW)15"DIP50' RIPARIANBUFFERSSWATER LINE
ZONE AE
FLOODWAY
50' RIPARIAN
BUFFER
50' RIPARIAN
BUFFER
ZONE X
ZONE AE
ZONE X
ZONE AE
586
5
8
4
5
8
2
5
8
0
578576574572580
578
576572574576578580582584574
576
578
580
582
584
582
580
578584
582
574576578
580582564564
5665685705
7
2
5725745765785805
8
2
5
6
8 566568570572574576578580BRIDGE PIER
AND FOOTING
BRIDGE ABUTMENT
AND FOOTING
BRIDGE ABUTMENT
AND FOOTING
STORMWATER
MANAGEMENT POND
TRUCK BRIDGE. SEE
SHEET EX-005 FOR
CROSSING PROFILE.
6+00 7+00 8+00 9+00
(5) CARRIER PIPES TO BE
BORED UNDER CREEK
FOR FUTURE UTILITIES
STORMWATER
MANAGEMENT POND
NORTH
GRAPHIC SCALE SUPERCEDES NUMERIC SCALE
TRUCK BRIDGE EXHIBIT
Sunday, March 7, 2021H:\UPS\2020.183 - UPS Mebane - Mass Grading & Bridges Package\2. Civil\1. Models\5. Sheets\Environmental Exhibits\EX-003 - Truck Bridge Exhibit.dwg737 S 3rd Street, Louisville, KY 40202 - tel.[phone] - luckett-farley.comDRAWNBY:CHK'DBY:03-08-2021REFERENCE:DWG.#UPS MEBANEBRIDGES AND MASS GRADING2020.183TRUCK BRIDGEEXHIBITBRBEX-003GRAPHIC SCALE
0 15 30 60
15"PVCSSMHTOP=571.00'INV=561.40'(SE)INV=561.31'(SW)15"PVCSSSSWATER LINE
ZONE AE
FLOODWAY
50' RIPARIAN
BUFFER
50' RIPARIAN
BUFFER
ZONE X
ZONE AE
ZONE X
ZONE AE
566568BRIDGE PIER
AND FOOTING
BRIDGE ABUTMENT
AND FOOTING
BRIDGE ABUTMENT
AND FOOTING
STORMWATER
MANAGEMENT POND
EMPLOYEE BRIDGE. SEE SHEET
EX-006 FOR CROSSING PROFILE.
1
1
+
0
0
12+00 13+00 14+00 15+00
STORMWATER
MANAGEMENT POND
568
570
572
574576574
572570 5825
8
4
58
4
582
580
578
576
574
572
570
568
582
580572574576576574572
56
6
564
5
6
2
5
6
2564566568570
574574
5765
7
8
576
574
57
2
57
0
5
6
6
56
4 5645665685705
7
4
5
7
8
NORTH
GRAPHIC SCALE SUPERCEDES NUMERIC SCALE
EMPLOYEE BRIDGE EXHIBIT
Sunday, March 7, 2021H:\UPS\2020.183 - UPS Mebane - Mass Grading & Bridges Package\2. Civil\1. Models\5. Sheets\Environmental Exhibits\EX-004 - Employee Bridge Exhibit.dwg737 S 3rd Street, Louisville, KY 40202 - tel.[phone] - luckett-farley.comDRAWNBY:CHK'DBY:03-08-2021REFERENCE:DWG.#UPS MEBANEBRIDGES AND MASS GRADING2020.183EMPLOYEE BRIDGEEXHIBITBRBEX-004GRAPHIC SCALE
0 15 30 60
TRUCK ENTRANCE CENTERLINE PROFILE
SCALE H:1"=30'; V:1"=6'
560
565
570
575
580
585
590
595
600
605
560
565
570
575
580
585
590
595
600
605
5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50
0.90%
LOW PT STA: 5+66.04
LOW PT ELEV: 586.52
PVI STA:5+24.34
PVI ELEV:586.02
K:30.16
LVC:137.69
EVCS: 5+93.18EVCE: 586.64SANITARY
EASEMENT
ZONE X
RIPARIAN
BUFFER RIPARIAN
BUFFER
ZONE X
ZONE AE
FLOODWAY
BRIDGE
ABUTMENTBRIDGE ABUTMENT
BRIDGE PIER
ZONE AE ZONE AE
WATER
LINE
EXISTING
GRADE
PROPOSED
PAVEMENT GRADE
BRIDGE
STRUCTURE
Sunday, March 7, 2021H:\UPS\2020.183 - UPS Mebane - Mass Grading & Bridges Package\2. Civil\1. Models\5. Sheets\Environmental Exhibits\EX-005 - Truck Bridge Profile.dwg737 S 3rd Street, Louisville, KY 40202 - tel.[phone] - luckett-farley.comDRAWNBY:CHK'DBY:03-08-2021REFERENCE:DWG.#UPS MEBANEBRIDGES AND MASS GRADING2020.183TRUCK BRIDGEPROFILE EXHIBITEX-005
EMPLOYEE ENTRANCE CENTERLINE PROFILE
SCALE H:1"=30'; V:1"=6'
555
560
565
570
575
580
585
590
555
560
565
570
575
580
585
590
11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
3.21%GRADE BREAK STA = 14+50.00ELEV = 585.082EXISTING
GRADE
ZONE X
ZONE AE
FLOODWAY
RIPARIAN
BUFFER
ZONE X
SANITARY
EASEMENTSANITARY
EASEMENT
BRIDGE ABUTMENT
BRIDGE
ABUTMENT
BRIDGE
PIER
RIPARIAN
BUFFER
ZONE AE
WATER LINE
ZONE AE
EXISTING
GRADE
PROPOSED
PAVEMENT GRADE
BRIDGE
STRUCTURE
Sunday, March 7, 2021H:\UPS\2020.183 - UPS Mebane - Mass Grading & Bridges Package\2. Civil\1. Models\5. Sheets\Environmental Exhibits\EX-006 - Employee Bridge Profile.dwg737 S 3rd Street, Louisville, KY 40202 - tel.[phone] - luckett-farley.comDRAWNBY:CHK'DBY:03-08-2021REFERENCE:DWG.#UPS MEBANEBRIDGES AND MASS GRADING2020.183EMPLOYEE BRIDGEPROFILE EXHIBITEX-006
"
""
""
SA ~ 5,170 Linear Feet36.062357, -79.322123
SB ~436 Linear Feet36.064733, -79.317889
SC ~ 46 Linear Feet36.064716, -79.315904
SD ~ 237 Linear Feet36.06118, -79.319434
SE ~ 2,157 Linear Feet 36.061200, -79.315598
SF ~ 246 Linear Feet36.061255, -79.323385
SG ~ 649 Linear Feet36.061476, -79.321806
SH ~ 202 Linear Feet36.062859, -79.322468
SI ~ 241 Linear Feet36.062764, -79.323071
SJ 1,057 Linear Feet36.063665, -79.327889
SK ~ 186 Linear Feet36.063646, -79.328094
SL ~ 1,295 Linear Feet36.065225, -79.327015
SM ~ 140 Linear Feet36.06622, -79.326359
SO~214 Linear Feet36.061966, -79.320304
SP ~ 59 Linear Feet36.065228, -79.327078
SN~596 Linear Feet36.063220, -79.317954
FIGURE 7
ECS Project No.
Title:
Client:
Approved By:Date:
Drawn By:WBFKCF
12/10/2018WBF
49:6965-C
Project:
NCCP - CULDESACEXPANDED AREA
SENTOR RALPH SCOTT PARKWAYMEBANEALAMANCE COUNTYNORTH CAROLINA
Checked B y:
STREAMLOCATION MAP
³Legend
Project Study Area
Potential Wetland Waters of the US
Potential Non-Wetland Waters of the US
"Culvert
WATER CLASSIFICATION
Body of Water: Back Creek
River Basin: Cape Fear (Jordan Lake)
Classification: WS-V; NSW
Buffers: 50 Feet 0 1,0 00 2,0 00500Fee t
NOTES:
1. JURISDICTIONAL WATERS O FTHE US W ERE DELIN EATED BYECS O N O CTOBER 16, 19, & 25,2018.
2. FEATUR ES DEPICTED O NTHIS MAP HAVE BEEN VER IF IEDBY T HE USAC E AND NCDW R O NDECEMBER 7, 2018.
3. THIS MAP SHO ULD BE USEDFOR PRELIMINARY PLANNINGPURPOSES.

North Carolina Department of Environmental Quality  Division of Water Resources
450 W. Hanes Mill Rd, Winston-Salem, NC 27107
336.776-9800

December 14, 2018

Kevin Ferguson
ECS Southeast LLP
9001 Glenwood Ave
Raleigh, NC 27204

Subject: On-Site Determination for Applicability to the Mitigation Rules (15A NCAC 2H .0500)
Subject Property: NCCP CulDeSac Expanded Area, Mebane NC, Alamance County

Dear Mr. Ferguson:

On December 7, 2018, at your request, Sue Homewood conducted an on-site determination to review
features located on the subject project for stream determinations with regards to the above noted state
regulations. David Bailey with the US Army Corps of Engineers and Josh Johnson and Phil Ross from Alley,
Williams, Carmen and King, representing the Town of Mebane, were also present during the site visit.

The Division acknowledges the areas and boundaries identified as wetlands by the USACE. The attached
sketch accurately depicts all stream determinations conducted during the site visit.

Please note that at the time of this letter, all perennial stream channels and wetlands found on the
property are subject to the mitigation rules cited above. These regulations are subject to change in the
future. In addition, the Jordan Lake Buffer Rules may apply to some streams at this location, please be
sure to contact the local government for further information regarding the Jordan Lake Buffer Rules.

The owner (or future owners) should notify the Division (and other relevant agencies) of this decision in
any future correspondences concerning this property. This on-site determination shall expire five (5)
years from the date of this letter. Landowners or affected parties that dispute a determination made by
the Division or Delegated Local Authority that a surface water exists and that it is subject to the buffer
rule may request a determination by the Director. A request for a determination by the Director shall be
Page 2 of 2

referred to the Director in writing c/o 401 & Buffer Permitting Branch, 1650 Mail Service Center, Raleigh,
NC 27699-1650. Individuals that dispute a determination by the Division or Delegated Local Authority
that “exempts” surface water from the buffer rule may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day
statutory appeal time does not start until the affected party (including downstream and adjacent
landowners) is notified of this decision. The Division recommends that the applicant conduct this
notification in order to be certain that third party appeals are made in a timely manner. To ask for a
hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes
to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699 -6714. This
determination is final and binding unless you ask for a hearing within 60 days.

This letter only addresses the applicability to the buffer rules and does not approve any activity within
Waters of the United States or Waters of the State or their associated buffers. If you have any additional
questions or require additional information, please contact me at 336-776-9693 or
[e-mail].

Sincerely,

Sue Homewood
Winston-Salem Regional Office

Enclosures: USGS Topo Map
ECS Waters of the US location map

Cc: Kimrey Farms LLC ([e-mail])
David Bailey, USACE Raleigh Regulatory Field Office (via email)
Josh Johnson / Phil Ross, AWCK (via email)
DWR, Winston-Salem Regional Office
Legend
Project Study Area t
Perennial Stream
Intermittent Stream
Potential Wetland Waters of the US
■ Culvert
SM
- 140 Linear Feet
36.06622,-79.326359
SP
59 Linear Feet
36.065228,-79.327078
*** Subject to Buffer
SL
- 1,295 Linear Feet
36.065225,-79.327015
*** Subject to Buffer
SK
- 186 Linear Feet
36.063646,-79.328094
SJ
1,057 Linear Feet
36.063665,-79.327889
*** Subject to Buffer
onsov—
SI
- 241 Linear Feet
36.062764,-79.323071
WATER CLASSIFICATION
Body of Water: Back Creek
River Basin: Cape Fear (Jordan Lake)
Classification: WS-V; NSW
Buffers: 50 Feet
a SB
-436 Linear Feet
■_ 36.064733,-79.317889
—IL *** Subject to Buffer e
SH SN
- 202 Linear Feet -596 Linear Feet
36.062859,-79.322468 36.063220,-79.317954
SF
- 246 Linear Feet
36.061255,-79.323385
*** Subject to Buffer
SA
- 5,170 Linear Feet
36.062357,-79.322123
*** Subject to Buffer
SC
- 46 Linear Feet
36.064716,-79.315904
V:
SE
- 2,157 Linear Feet
36.061200,-79.315598
SG SO *** Subject to Buffer
- 649 Linear Feet -214 Linear Feet
36.061476,-79.321806 36.061966,-79.320304
*** Subject to Buffer
0 500 1,000 2,000
Feet
SD
- 237 Linear Feet
36.06118,-79.319434
*** Subject to Buffer
I� I
A
Mir -
Client:
A97
SAMET
CORPfl"Mhl
Project:
NCCP- CULDESAC
EXPANDED AREA
SENTOR RALPH
SCOTT PARKWAY
MEBANE
ALAMANCE COUNTY
NORTH CAROLINA
Title
STREAM
LOCATION MAP
NOTES:
1. JURISDICTIONAL WATERS OF
THE US WERE DELINEATED BY
ECS ON OCTOBER 16, 19, & 25,
2018.
2. FEATURES DEPICTED ON
THIS MAP HAVE BEEN VERIFIED
BY THE USACE AND NCDWR ON
DECEMBER 7, 2018.
3. THIS MAP SHOULD BE USED
FOR PRELIMINARY PLANNING
PURPOSES.
)rawn By: Checked By:
KCF WBF
%pproved By: Date:
WBF 12/10/2018
ECS Project No.
49:6965-C
FIGURE 7

March 18, 2021

Nick Grimes
UPS - attn BaSE Dept
55 Glenlake Parkway NE
Atlanta, GA 30328 Expiration of Acceptance: 9/18/2021

Project: UPS Mebane/Sen. Ralph Scott Parkway County: Alamance

The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in-
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant’s responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in-lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin Impact Location
(8-digit HUC) Impact Type Impact Quantity
Cape Fear 03030002 Riparian Wetland 0.06

Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In-Lieu Fee Program instrument dated July 28, 2010 and
15A NCAC 02B .0295 as applicable. Thank you for your interest in the DMS in-lieu fee mitigation program.
If you have any questions or need additional information, please contact [e-mail].
Sincerely,

FOR James. B Stanfill
Asset Management Supervisor

cc: Bradley Luckey, agent

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Name(s) on Recorded Deed PIN Number Deed book
& Page No.
Responsible Party
for LLC if
Applicable
Street Address City, State, Zip
Interstate Investments of
Alamance, LLC
9804609819 3569/0208
PO Box 1440 Burlington, NC 27216
Interstate Investments of
Alamance, LLC
9804601723 3569/0208
PO Box 1440 Burlington, NC 27216
City of Graham/City of
Mebane/C/O City of Graham
9804513400 3329/0962
PO Drawer 357 Graham, NC 27253
Kimrey Farm, LLC
9804405913 3304/0401
2425 Kimrey Road Mebane, NC 27302
Kimrey Farm, LLC
9804314534 3304/0391
2425 Kimrey Road Mebane, NC 27302
Alaman ce Coun ty GIS
Alaman ce Coun ty Tax De pa rt me nt
Heavy I n du s tria l Deve lo p me nt Ap p l ican t s
AP PLI E D FO R P E RM IT
PE RM IT AP P RO V ED
PE RM IT RE NEW ED
U NDE R CO N ST RU CT I O N
Stre ets
Roads
Pre lim inar y Roads
Priv ate R oads
390 - T RA I L
391 - T RA I L
392 - T RA I L
393 - T RA I L
394 - T RA I L
395 - T RA I L
Railroad s
Mar ch 1 7, 202 1
Ow ner Na me:IN TER STATE IN VEST ME NTS OF
AL AMANC E LL C
10-17 -2
980 46 098 19BURLINGTON , N C 2 72 16-14 40
PO BO X 1 44 0
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He avy Ind ust rial D ev elopme nt A ppl ica nts
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390 - T RAIL
391 - T RAIL
392 - T RAIL
393 - T RAIL
394 - T RAIL
395 - T RAIL
Ra ilroa ds
Co unty Line
Cities
AL AMANCE
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Mar ch 1 7, 202 1
Ow ner Na me:IN TER STATE IN VEST ME NTS OF
AL AMANC E LL C
10-17 -1
980 46 017 23BURLINGTON , N C 2 72 16-14 40
PO BO X 1 44 0
GP IN:
PID :
DISC LA IM ER :
Th e d ata se ts a nd ma ps a va ila b le a re n o t su rve y gr ad e o r a le ga l
d oc um en t. The y are a b est a pp rox ima tio n o f w ha t is o n the
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m ap s. Th ese ma ps a nd da ta a re a s erv ice pro vid e d for th e be n efit
f o r Al am an ce C o un ty citiz en s. We con sta ntly stri ve to imp ro ve the
q ua li ty an d e xpa n d the am ou nt of da ta a nd ma ps a vai la bl e.
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o mi ssio n s, o r in ac cur aci es i n the in form atio n p ro vid ed reg ar dl ess o f
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a ny a n d al l o f t h e en titie s co mp risi ng the Al am an ce C o un ty GIS
S ystem th at ma y ar ise fro m the ma pp in g d ata .Da te : 3/1 7/20 2 1
0 0.07 0.14 mi
1:5,82 0
µ
Alaman ce Coun ty GIS
Alaman ce Coun ty Tax De pa rt me nt
He avy Ind ust rial D ev elopme nt A ppl ica nts
APPL IED FOR PER MIT
PER MIT APPR OVED
PER MIT R EN EWED
UN DER CO NSTR U CT IO N
St ree ts
Ro ads
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Pr ivate Ro ad s
390 - T RAIL
391 - T RAIL
392 - T RAIL
393 - T RAIL
394 - T RAIL
395 - T RAIL
Ra ilroa ds
Co unty Line
Cities
AL AMANCE
BU R LING TON
EL ON
GIBSO NVILL E
GR AH AM
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HAW R IV ER
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SW EPS ON VIL LE
WH IT SET T
Su rround ing C ount ies
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Pe rs on Co unt y
Ra ndo lph C ou nty
Ro cking ha m C o unt y
Pa rc els Ne w ID
Hy dr olo gy
Mar ch 1 7, 202 1
Ow ner Na me:CITY O F GR AHAM
CITY O F MEBAN E
10-16 -2 04
980 45 134 00GRAHAM, NC 272 53 -0 357
C/O C ITY OF G RAH AM
GP IN:
PID :
DISC LA IM ER :
Th e d ata se ts a nd ma ps a va ila b le a re n o t su rve y gr ad e o r a le ga l
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Al am an ce C ou n ty. Al am an ce C o un ty w i ll n ot be he ld res po nsi bl e
f o r th e m isu se , mi sre pr ese nta tio n, or mi si nter pre tatio n o f th e d ata o r
m ap s. Th ese ma ps a nd da ta a re a s erv ice pro vid e d for th e be n efit
f o r Al am an ce C o un ty citiz en s. We con sta ntly stri ve to imp ro ve the
q ua li ty an d e xpa n d the am ou nt of da ta a nd ma ps a vai la bl e.
ALA MAN C E COU NTY s ha ll a ssu me no l ia bi li ty fo r an y er rors ,
o mi ssio n s, o r in ac cur aci es i n the in form atio n p ro vid ed reg ar dl ess o f
h ow ca use d ; o r an y de cis io n ma de or a ctio n ta ken or n ot take n b y
u se r in re li an ce up on an y in fo rm atio n o r da ta furn is he d h ere u nd er.
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a ny a n d al l o f t h e en titie s co mp risi ng the Al am an ce C o un ty GIS
S ystem th at ma y ar ise fro m the ma pp in g d ata .Da te : 3/1 7/20 2 1
0 0.07 0.14 mi
1:5,82 0
µ
Alaman ce Coun ty GIS
Alaman ce Coun ty Tax De pa rt me nt
He avy Ind ust rial D ev elopme nt A ppl ica nts
APPL IED FOR PER MIT
PER MIT APPR OVED
PER MIT R EN EWED
UN DER CO NSTR U CT IO N
St ree ts
Ro ads
Pr elimin ar y Roa ds
Pr ivate Ro ad s
390 - T RAIL
391 - T RAIL
392 - T RAIL
393 - T RAIL
394 - T RAIL
395 - T RAIL
Ra ilroa ds
Co unty Line
Cities
AL AMANCE
BU R LING TON
EL ON
GIBSO NVILL E
GR AH AM
GR EEN LEVEL
HAW R IV ER
MEBAN E
OSSIP EE
SW EPS ON VIL LE
WH IT SET T
Su rround ing C ount ies
Ca sw ell C oun ty
Ch atha m C ou nty
Guilfor d C oun ty
Ora ng e Co un ty
Pe rs on Co unt y
Ra ndo lph C ou nty
Ro cking ha m C o unt y
Pa rc els Ne w ID
Hy dr olo gy
Mar ch 1 7, 202 1
Ow ner Na me:KIMR EY FARMS LL C

10-16 -4 5
980 44 059 13MEBANE, N C 2 73 02
242 5 KIMREY RO AD
GP IN:
PID :
DISC LA IM ER :
Th e d ata se ts a nd ma ps a va ila b le a re n o t su rve y gr ad e o r a le ga l
d oc um en t. The y are a b est a pp rox ima tio n o f w ha t is o n the
g ro un d, bu t do c on tai n er rors . The da ta co me s fr om va ri ou s
so u rce s na ti on a lly, th e s ta te o f N or th Ca ro lin a , a nd he re i n
Al am an ce C ou n ty. Al am an ce C o un ty w i ll n ot be he ld res po nsi bl e
f o r th e m isu se , mi sre pr ese nta tio n, or mi si nter pre tatio n o f th e d ata o r
m ap s. Th ese ma ps a nd da ta a re a s erv ice pro vid e d for th e be n efit
f o r Al am an ce C o un ty citiz en s. We con sta ntly stri ve to imp ro ve the
q ua li ty an d e xpa n d the am ou nt of da ta a nd ma ps a vai la bl e.
ALA MAN C E COU NTY s ha ll a ssu me no l ia bi li ty fo r an y er rors ,
o mi ssio n s, o r in ac cur aci es i n the in form atio n p ro vid ed reg ar dl ess o f
h ow ca use d ; o r an y de cis io n ma de or a ctio n ta ken or n ot take n b y
u se r in re li an ce up on an y in fo rm atio n o r da ta furn is he d h ere u nd er.
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a ny a n d al l o f t h e en titie s co mp risi ng the Al am an ce C o un ty GIS
S ystem th at ma y ar ise fro m the ma pp in g d ata .Da te : 3/1 7/20 2 1
0 0.07 0.14 mi
1:5,82 0
µ
Alaman ce Coun ty GIS
Alaman ce Coun ty Tax De pa rt me nt
He avy Ind ust rial D ev elopme nt A ppl ica nts
APPL IED FOR PER MIT
PER MIT APPR OVED
PER MIT R EN EWED
UN DER CO NSTR U CT IO N
St ree ts
Ro ads
Pr elimin ar y Roa ds
Pr ivate Ro ad s
390 - T RAIL
391 - T RAIL
392 - T RAIL
393 - T RAIL
394 - T RAIL
395 - T RAIL
Ra ilroa ds
Co unty Line
Cities
AL AMANCE
BU R LING TON
EL ON
GIBSO NVILL E
GR AH AM
GR EEN LEVEL
HAW R IV ER
MEBAN E
OSSIP EE
SW EPS ON VIL LE
WH IT SET T
Su rround ing C ount ies
Ca sw ell C oun ty
Ch atha m C ou nty
Guilfor d C oun ty
Ora ng e Co un ty
Pe rs on Co unt y
Ra ndo lph C ou nty
Ro cking ha m C o unt y
Pa rc els Ne w ID
Hy dr olo gy
Mar ch 1 7, 202 1
Ow ner Na me:KIMR EY FARMS LL C

10-16 -4 2
980 43 145 34MEBANE, N C 2 73 02
242 5 KIMREY RO AD
GP IN:
PID :
DISC LA IM ER :
Th e d ata se ts a nd ma ps a va ila b le a re n o t su rve y gr ad e o r a le ga l
d oc um en t. The y are a b est a pp rox ima tio n o f w ha t is o n the
g ro un d, bu t do c on tai n er rors . The da ta co me s fr om va ri ou s
so u rce s na ti on a lly, th e s ta te o f N or th Ca ro lin a , a nd he re i n
Al am an ce C ou n ty. Al am an ce C o un ty w i ll n ot be he ld res po nsi bl e
f o r th e m isu se , mi sre pr ese nta tio n, or mi si nter pre tatio n o f th e d ata o r
m ap s. Th ese ma ps a nd da ta a re a s erv ice pro vid e d for th e be n efit
f o r Al am an ce C o un ty citiz en s. We con sta ntly stri ve to imp ro ve the
q ua li ty an d e xpa n d the am ou nt of da ta a nd ma ps a vai la bl e.
ALA MAN C E COU NTY s ha ll a ssu me no l ia bi li ty fo r an y er rors ,
o mi ssio n s, o r in ac cur aci es i n the in form atio n p ro vid ed reg ar dl ess o f
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u se r in re li an ce up on an y in fo rm atio n o r da ta furn is he d h ere u nd er.
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a ny a n d al l o f t h e en titie s co mp risi ng the Al am an ce C o un ty GIS
S ystem th at ma y ar ise fro m the ma pp in g d ata .Da te : 3/1 7/20 2 1
0 0.07 0.14 mi
1:5,82 0
µ
DWR Pre-Fil ing Meeting Req u est Form
ID#*Ve rsion *
Re gional Office *
Re v ie we r List *
Contact Name *
Contact Email Addre ss *
Proje ct Name *
Proje ct Owne r *
Proje ct County *
Owne r Addre ss:
Is this a transportation proje ct?*
Type (s) of approv al sought from the DWR:
Doe s this proje ct hav e an e xisting proje ct ID#?*
Do you know the name of the staff me mbe r you would like to re que st a me e ting with?
Ple ase giv e a brie f proje ct de scription be low.*
Please give a couple of dates you are available for a meeting.
20201924 1
Winston-Salem Regional Office - [phone]
Sue Homewood
Pre-Filing Me eting Reque st submitte d 12/9/2020
Heather D LaGamba
[e-mail]
Approximate 184 Acre Tract
multiple
Alamance
City
Multiple
State / Province / Region
NC
Postal / Zip Code
Multiple
Country
USA
Street Address
multiple
Address Line 2
Yes No
401 Water Quality Certification -
Regular
401 Water Quality Certification -
Express
Individual Permit Modification
Shoreline Stabilization
Yes No
Sue Homewood
The applicant does not request a meeting. The applicant may submit
a
request for 401 WQC.
Ple ase attach the docume ntation you would like to hav e the me e ting about.
Signature
Submittal Date
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:

· This form completes the requirement of the Pre-Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
· I understand by signing this form that I cannot submit my application until 30 calendar days after this pre-filing
meeting request.
· I also understand that DWR is not required to respond or grant the meeting request.

Your project’s thirty-day clock started upon receipt of this application.  You will receive notification regarding meeting location
and time if a meeting is necessary.  You will receive notification when the thirty-day clock has expired, and you can submit an
application.
12/9/2020
DWR Pre-Fil ing Meeting Req u est Form
ID#*Ve rsion *
Re gional Office *
Re v ie we r List *
Contact Name *
Contact Email Addre ss *
Proje ct Name *
Proje ct Owne r *
Proje ct County *
Owne r Addre ss:
Is this a transportation proje ct?*
Type (s) of approv al sought from the DWR:
Doe s this proje ct hav e an e xisting proje ct ID#?*
Do you know the name of the staff me mbe r you would like to re que st a me e ting with?
Ple ase giv e a brie f proje ct de scription be low.*
Please give a couple of dates you are available for a meeting.
20201924 1
Winston-Salem Regional Office - [phone]
Sue Homewood
Pre-Filing Me eting Reque st submitte d 12/9/2020
Heather D LaGamba
[e-mail]
Approximate 184 Acre Tract
multiple
Alamance
City
Multiple
State / Province / Region
NC
Postal / Zip Code
Multiple
Country
USA
Street Address
multiple
Address Line 2
Yes No
401 Water Quality Certification -
Regular
401 Water Quality Certification -
Express
Individual Permit Modification
Shoreline Stabilization
Yes No
Sue Homewood
The applicant does not request a meeting. The applicant may submit
a
request for 401 WQC.
Ple ase attach the docume ntation you would like to hav e the me e ting about.
Signature
Submittal Date
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:

· This form completes the requirement of the Pre-Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
· I understand by signing this form that I cannot submit my application until 30 calendar days after this pre-filing
meeting request.
· I also understand that DWR is not required to respond or grant the meeting request.

Your project’s thirty-day clock started upon receipt of this application.  You will receive notification regarding meeting location
and time if a meeting is necessary.  You will receive notification when the thirty-day clock has expired, and you can submit an
application.
12/9/2020