20210176 Ver 1_Revised Permit Application_20210614

Strickland, Bev
From: [e-mail]
Sent: Monday, June 14, 2021 3:54 PM
To: Homewood, Sue; 'Roden Reynolds, Bryan K CIV (USA)';
[e-mail]
Cc: Johnson, Alan
Subject: [External] Submittal of Revised Permit application NW39
Attachments: 39 PCN submittal.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Good Afternoon all,
Please find the attached revised permit application for the Southeastern Freight Lines site (SEFL) in Charlotte,
North Carolina. (PCN, Drawings, agent/applicant authorization form, ILF/mitigation letter, and supplemental
info/description included).
The state project ID is 20210198.
The USACE project ID is SAW 2021-00041.
If for some reason this file is corrupted or will not open, I can send each file as a stand-alone or upload to your
agency(s) respective portal. Since we have already obtained an established agency ID I figure its best to send
to you this way so that you know it is in the pipeline.
Eric
From: [e-mail] <[e-mail]>
Sent: Sunday, February 28, 2021 12:02 AM
To: [e-mail]
Cc: [e-mail]
Subject: Pre -Filing Time Clock has been reached for SEFL - Charlotte - 20210198 Ver 1
The North Carolina Division of Water Resources has received the Pre -Filing Meeting Request Form for SEFL - Charlotte
that you submitted on 1/28/2021. The ID number for that project is 20210198, Version 1.
Your Pre -Filing Meeting Request has now reached the 30 calendar days' requirement and your application can now be
accepted.
When you submit your application please upload a copy of the attached document in this email.
This email was automatically generated by Laserfiche workflow. Please do not respond to this email address, as
responses are not monitored.
i

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps:
❑ Section 10 Permit
X Section 404 Permit
1 b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑ Yes X No
1d. Type(s) of approval sought from
❑ 401 Water Quality Certification
the DWQ (check all that apply):
— Regular ❑ Non-404 Jurisdictional General Permit
— Express ❑ Riparian Buffer Authorization
X 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 X No
❑ Yes X 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.
X Yes ❑ No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes X No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes X No
2. Project Information
2a. Name of project:
SEFL - Charlotte
2b. County:
Mecklenburg
2c. Nearest municipality / town:
Charlotte
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
BKT ENTERPRISES LP
3b. Deed Book and Page No.
34750-27
3c. Responsible Party (for LLC if
applicable):
Ryan Smigiel
3d. Street address:
420 DAVEGA RD
3e. City, state, zip:
LEXINGTON SC 29073
3f. Telephone no.:
803-939-3551
3g. Fax no.:
3h. Email address:
Ryan.smigiel©sefl.com
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent X Other, specify: Parent Corporation
4b. Name:
4c. Business name
(if applicable):
Southeastern Freight Lines, Inc.
4d. Street address:
4524 Reagan Drive
4e. City, state, zip:
Charlotte, NC 28206
4f. Telephone no.:
704-597-9820
4g. Fax no.:
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Eric J. McClanahan, PWS
5b. Business name
(if applicable):
Cygnus Environmental, LLC
5c. Street address:
1300 Alligator Road
5d. City, state, zip:
Cordesville, SC 29434
5e. Telephone no.:
843-696-9865
5f. Fax no.:
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID):
Multiple (see attached supplemental info. document)
1 b. Site coordinates (in decimal degrees): Latitude: 35.271332 Longitude: -80.802573
lc. Property size:
83.963 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Little Sugar Creek (on -site)
2b. Water Quality Classification of nearest receiving water:
unknown
2c. River basin:
Catawba
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 existing Southeastern Freight Terminal consists of office space, employee facilties existing outdoor truck/trailer parking terminal building floor
spaces, loading and doors which are trailer parking spaces provided for freight movement, employee parking spaces, and ancillary facilities such as
fencing, stormwater treatment and signage.
3b. List the total estimated acreage of all existing wetlands on the property: 2.066
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,698
3d. Explain the purpose of the proposed project:
The project will increase the overall productivity of the site through a general expansion of the facilities including terminal parking and loading areas.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will involve demolition, renovation and replacement of multiple buildings as well as expansion of ingress/egress. See Figure 4.
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?
X Yes ❑ No ❑ Unknown
Comments: JD Submittal is in process (SAW-2021-00041)
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): Eric McClanahan, PWS
Agency/Consultant Company: Cygnus Environmental
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
SAW-2021-00041 (In Process) Field visit determinations made with Bryan Roden -Reynolds
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes X No ❑Unknown
5b. If yes, explain in detail according to "help file" instructions.
Existing Facilities which are being proposed for expansion have been in existence since 1980s or earlier.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes X No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
la. Which sections were completed below
for your project (check all that apply):
❑ Buffers ❑ Open Waters
X Wetlands X Streams — tributaries
X Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary (T)
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 P
Fill
Bottomland Hardwood Forest
Yes
Corps
0.211
W2 P
Fill
Bottomland Hardwood Forest
Yes
Corps
0.18
W3 P
Excavation
Excavated/Excluded Wetland
Yes
DWQ
0.167
W4 P
Excavation
Non-Riverine Swamp Forest "A"
Yes
DWQ
0.427
W5 P
Excavation
Excluded Ponded Wetland "B"
No
DWQ
0.103
W6 P
Excavation
Excluded Ponded Wetland"C"
Yes
DWQ
0.074
2g. Total Wetland Impacts:
1.162
2h. Comments:
Wetland Areas proposed for fill have been determined as both jurisdictional (Wetland D/F) (fill areas W1, W2). Other areas are determined as
"excluded" wetland or aquatic areas only under state/DWQ/401 jurisdiction. Total Jurisdictional Wetlands impacts proposed = 0.391 acres, total
excluded wetland impacts proposed = 0.771 acres.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Type In (Other)
Little Sugar Cr.
PER
Corps
14.5
0
S2 P
Type In (Other)
Little Sugar Cr.
PER
Corps
14.4
0
S3 P
Culvert
Tributary S3
INT
Corps
3
227
S4 -
Choose one
-
-
S5 -
Choose one
-
-
S6 -
Choose one
-
-
3h. Total stream and tributary impacts
227
3i. Comments:
Proposed action of "bridging" the two stream locations do not result in any listed impacts in above menu list. A pre -cast bridge/arch will be installed
and span the creek and what is normally "Zone 1" statewide buffer area at the guidance of regulations and governments consulted to date. 227 linear
feet of stream (S3) will be filled/culvert drainage pipe installed to enable construction of road access, parking access and parking space as needed.
Page 4 of 10
PCN Form — Version 1.4 January 2009

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)
01 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
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
P1
Stormwater
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes
X
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
X
Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet)
B1 -
Yes
B2 -
Yes
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The site is in existence, thereby making complete avoidance of on -site wetlands impractical. The fill of 0.49 acres of wetlands are being avoided by
only proposing impact to those areas within the logical route or flow path for traffic and proposed stormwater treatment areas. Remaining wetlands will
be protected by use of BMPs, and fencing to prevent future encroachment.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
No
X Yes ❑
2b. If yes, mitigation is required by (check all that apply):
X DWQ X Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
fee program
Mitigation
X Payment to in lieu
❑ Permittee Responsible
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
227 linear feet
4c. If using stream mitigation, stream temperature:
warm
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
1.162 acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

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 X 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 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
❑ Yes X No
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
76
2b. Does this project require a Stormwater Management Plan?
X 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:
This project falls under Charlotte -Mecklenburg Stormwater jurisdiction and the applicant plans to satisfy post construction requirements by an overall
decrease from pre to post runoff by providing the 3 new onsite detention ponds providing stormwater mitigation and treatment. A formal Stormwater
Pollution Prevention Plan is being prepared for the project. It will require BMPs installed during construction such as inlet protection, silt fence,
sediment basins, concrete washouts, and other such BMPs/structures.
Coordination of compliance with local and state stormwater plans are on -going through locally delegated stormwater regulators.
2e. Who will be responsible for the review of the Stormwater Management Plan?
Charlotte -Mecklenburg Stormwater
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Charlotte -Mecklenburg Stormwater
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 X 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 X 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 8 of 10
PCN Form — Version 1.4 January 2009

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 X 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
lc. 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 X No
2b. Is this an after -the -fact permit application?
❑Yes X 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 X 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.
The site already employs local sewerage service through the use of Charlotte Water and sewer. They are the sewer provider for the project and we do
not anticipate and significant changes in capacity as there are existing buildings being torn down for this project that should negate the increase from
proposed dock additions. A capacity assurance certificate can be provided for this project if needed.
Page 9 of 10
PCN Form — Version 1.4 January 2009

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
X No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
❑ No
X Yes
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
IPaC Project level resource list. Habitat survey. [e-mail] was sent a copy of the IPaC project report. Due to significant past
developments alocated on and around the subject site, not critical natural habitats are expected to be present. Official review may be needed.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes
X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA/NMFS habitat conservation mapping tool. https://www.habitat.noaa.gov/protection/efh/efhmapper/index.html
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
X No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
No known sites. https://www. ncdcr.gov/about/history/division-historical-resources/gis-maps-and-data
SAW action ID needed for state consultation/inquiry.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
❑ No
X Yes
8b. If yes, explain how project meets FEMA requirements:
The bridging of Little Sugar Creek will be conducted for access, with open/bottomless bridging culverts designed to avoid through hydraulic modeling
and design any adverse impacts to up or downstream flooding per calculations which can be provided on request.
8c. What source(s) did you use to make the floodplain determination?
Polaris 3g (City of Charlotte) Data/GIS website.
Eric J. McClanahan, PWS (authorized)
Applicant/Agent's Printed Name
C ZC
06-14-2021
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10

Cygnus Environmental, LLC
Agent Authorization Form
This form authorizes Cygnus Environmental and its personnel to act as our agent in matters
pertaining to Section 404 Clean Water Act Consultations including conducting site
inspections, meetings and discussions with the U.S Army Corps of Engineers and other
agencies including North Carolina Division of Water Quality, as well as other applicable
agents.
Property Address 4524 Reagan Drive, Charlotte, NC 28206
Project Title SEFL - Charlotte
Owner Information: BKT ENTERPRISES LP
Name: Ryan Smigiel
Address: 420 DAVEGA RD, LEXINGTON SC 29073
Telephone Number: 803-939-3551
Email Address: Ryan.smigiel(a�sefl.com
Signature:
Date: 1.24.2021

NOTES:
SUBJECT TRACT GRAPHICALLY LOCATED
WITHIN ZONE "X"(OTHER AREAS) -AREAS
OUTSIDE OF THE 0.2% ANNUAL CHANCE
FLOODPLAIN (500 YEAR FLOODPLAIN);
AREAS OUTSIDE OF THE FUTURE
CONDITIONS FLOODPLAIN (100 YEAR
FLOODPLAIN) PER FEMA FIRM MAP NUMBER
3710456500K WITH AN EFFECTIVE DATE OF
FEBRUARY 19, 2014.
WETLANDS AND STREAM DELINEATION BY
CYGNUS ENVIROMENTAL.
THIS PLAT REPRESENTS A WETLAND
SURVEY AND IS NOT INTENDED TO BE A
BOUNDARY SURVEY. BOUNDARY
INFORMATION TAKEN FROM PREVIOUS
BOUNDARY AND TOPOGRAPHIC SURVEY BY
ASSOCIATES, INC, DATED OCTOBER 2020.
WETLANDS SURVEY COMPLETED SEPTEMBER
2020.
AREA COMPUTED 8Y COORDINATE METHOD.
THIS PROPERTY MAY BE SUBJECT TO
ADDITIONAL RESTRICTIONS, EASEMENTS OR
RIGHTS -OF -WAY.
SUBJECT TRACT TAX PARCEL:087-082-04,
087-082-02, 087-092-04, 087-092-07,
087-092-05, 087-092-08, 087-092-09,
087-041-16, 087-041-17, 087-061-03,
087-061-07
SUBJECT TRACT DEED REFERENCE:
DB 11843 PG 159, DB 34750 PG 27,
DB 27408 PG 801, DB 33933 PG 380,
DB DB 34678 PG 89, DB 9000 PG 367,
DB 31471 PG 176
LINE TABLES ON SHEET 4 OF 4.
1-85 SERVICE ROAD
REAGAN DRIVE
PROJECT 1-27
BOUNDARY
ryo
\ v
PROJECT
BOUNDARY
TAX# 087-092-08
INDUSTRIAL DEVELOPMENT
PARTNERS LLC
DB 33933 PG 380
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANCE IN THE LAW OR OUR PUBLISHED
REGULAIIONS, THE DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE (5) YEARS FROM
THIS DATE. THIS UNDERSIGNED COMPLETED THIS DETERMINATION WAS
UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO THE 1987 U.S.
ARMY CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL."
REGULATORY OFFICIAL
TITLE
DATE
USACE AC110N ID
ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mil, SC 29708
704-563-4949 (NC)
803-802-2440 (SC)
www.espassociates.com
1-85 SERVICE ROAD
PROJECT REAGAN DRIVE
C5
a Mtn
ts
co
TAX# 087-082-04
BKT ENTERPRISES, LP
DB 11843 PG 159 to
al
.."Ac
TAX# 0B7-082-02,
087-092-07, 08709204
BKT ENTERPRISES, LP
DB 34750 PG 27
1111S DRAWING AND/OR THE DESIGN SHOWN ARE THE
PROPERTY OF ESP ASSOCIATES, INC. THE REPRODUCTION,
ALTERATION, COPYING OR OTHER USE OF THIS DRAWING
WITHOUT THEIR WRITTEN CONSENT 15 PROHIBITED AND ANY
INFRINGEMENT HILL BE SUBJECT TO LEGAL ACTION.
ESP ASSOCIATES, INC.
/
2
TAX# 087-092-05
SOUTHEASTERN
FREIGHT UNES, INC.
DB 27408 PG BM
TAX# 087-092-09 / <
SOUTHEASTERN
FREIGHT LINES, INC_
DB 34678 PG 89/
/
TAX# 087-061-07
EMT ENTERPRISES, LP
DB 31471 PG 176
PROJECT BOUNDARY
58 '?8 E 29.62'(T)
/
TAX# 087-061-03
8KT ENTERPRISES, LP
DB 11843 PG 159
/ 1
/ r \ 0 Nt
'is 4., c30
PROJECT
L1'P�BOUNDARY
4 4•i
.4%,
: R� SEAL
77 : L-3635
)3\u'icPci3.
IQ• 1
N
PROJECT BOUNDARY
1
`•`•,��1111rJ1//
ROl
0.
• L
,�,I1{i{I11111///
.�`�o�� • CAR </:.4
ti �•• •e 1
•
LICENSE NO.:
F-1407
/
VICINITY MAP
BAR SCALE
200 400
LEGEND
DB - DEED BOOK
MB - MAP BOOK
PG - PAGE
SF - SQUARE FEET
AC - ACRES
- CENTER LINE
NTS - NOT TO SCALE
RB - REBAR
f - FOUND CORNER AS NOTED
PROJECT BOUNDARY LINE
-- ADJOINING BOUNDARY LINE
RIGHT OF WAY LINE
- WETLAND
NO SCALE
1 "=400'
800
WETLANDS SURVEY OF
SOUTHEASTERN FREIGHT LINES, INC. PROPERTY
Style:
= 400'
LOCATED IN: CITY OF CHARLOTTE
MECKLENBURG COUNTY, NORTH CAROLINA
9OYT+BERENYI ENGINEERS AND CONSULANTS
P.O. BOX 1470
LADSON, SOUTH CAROUNA 29456
Project No.
Designed By
TFB 1 RDB
Drawn by 1Project—Mngr.1 Checked BI'
Date
05/25/21
prowing No.
G553604_WET
Job No.
GS53.604 (2)
Sheet
1 4

ic...1/W MON
� L1
"F 5& (7; ,
\4GyF
38.
LEGEND
DB - DEED BOOK
MB - MAP BOOK
PG - PAGE
SF - SQUARE FEET
AC - ACRES
- CENTER LINE
NTS - NOT TO SCALE
RB - REBAR
PROJECT
BOUNDARY
C2
r �
w2a
W22 W23 144 *15
W72
THIS DRAWING AND/OR THE DESIGN SHOWN ARE THE
PROPERTY OF ESP ASSOCIATES, INC. THE REPRODUCTION,
ALTERATION, COPYING OR OTHER USE OF THIS DRAWING
WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED AND ANY
INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION.
ESP ASSOCIATES, INC.
ESP Associates. Inc.
P.O. Sax 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill. SC 29706
704-583-4949 (NC)
803-602.2440 (SC)
vewvv.espa ssoaates.cam
W68 w67
W71 `t00
g�A9
05 $PCs \b36-°�
V.VN
PR
•
•
W33
W29 W30 W31 432
W65
W66
TAX# 087-082-02,
087-092-07,087-092-04
BKT ENTERPRISES, LP
DB 34750 PG 27
�N CA ii•
LICENSE NO.:
F-1407 I -
•
• ' :.
43
4.
TAX# 087-082-03
4520 REAGAN DRIVE LLC
DB 30877 PG 714
w34
1 W35
Wi
WATERS OF THE US
WETLAND D&F
35,536 S.F.
0.793 AC.
W35
W37
W3
o Wag RB #4
S
56 WS �Ai
w55 111> 44,
TAX# 087-092-05
SOUTH EASTERN
FREIGHT LINES, INC.
DB 27408 PG 801
• - •
SEAL
▪ ,0 ; L-3635 • -
▪ �'.1' moo. �►
4v .
/�1r111II' ,'
s/214fzr
s4
W51
W50
•
i>t
It-
W46
S175
W4T
WATERS OF THE US
INTERMITTENT STREAM #3
227 LF
LEGEND
DB - DEED BOOK
MB - MAP BOOK
PG - PAGE
SF - SQUARE FEET
AC - ACRES
- CENTER LINE
NTS - NOT TO SCALE
RB - REBAR
• - FOUND CORNER AS NOTED
- - PROJECT BOUNDARY LINE
- - ADJOINING BOUNDARY LINE
RIGHT OF WAY LINE
- WETLAND
TAX# 087-082-02,
BKT ENTERPRISES, LP
DB 11843 PG 159
7
S•
BAR SCALE
1"--100'
0 50 100
/
200
WETLANDS SURVEY OF Scale:
_
SOUTHEASTERN FREIGHT LINES, INC. PROPERTY 1" — 100
Dote
LOCATED IN: CITY OF CHARLOTTE 05/26/21
MECKLENBURG COUNTY, NORTH CAROLINA Growing No.
CLIENT._
+BERENYI ENGINEERS AND CONSULANTS GS538G4—MiE'r
P.O. BOX 147o Job No.
LAD50N, SOUTH CAROLINA 29456
TFB RDB
Project No.
Designed By Drawn By Project—Mngr. Checked By
G553.804 {2)
Sheet j}f
2 4

RB #5
1
S42.32'42"W 1181.67'
PROJECT
f BOUNDARY
i
I
I
cD
TAX# 087-041-09
MECKLENBURG COUNTY
DB 24264 PG 785
0
as v
zl
1
1
1
1
RB #5
0
•
y
S133
c,0
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANCE IN THE LAW OR OUR PUBLISHED
REGULATIONS. THE DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE (5) YEARS FROM
THIS DATE. THIS UNDERSIGNED COMPLETED THIS DETERMINATION WAS 5155
UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO THE 1987 U.S.
ARMY CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL." di`
REGULATORY OFFICIAL DATE
TITLE
TAX# 087-061-03
BKT ENTERPRISES, LP.
DB 11843 PG 159
WATERS OF THE US
PERENNIAL STREAM #2
282 LF
S153
S164
_S135__S136l513
S134
THIS DRAWING AND/OR THE DESIGN SHOWN ARE THE
PROPERTY OF ESP ASSOCIATES, INC. THE REPRODUCTION,
ALTERATION, COPYING OR OTHER USE OF THIS DRAWING
WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED AND ANY
INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION.
ESP ASSOCIATES, INC.
S142 — S143
5140
1
S136��
"ISOLATED/EXCLUDED WETLANDS"
EXCLUDED
WETLAND A
r " 4.96'
S38'0718
PROJECT SOUNOARY
TAX# 087-061-06
MECKLENBURG COUNTY
DB 9423 PG 846
r
LRB #5
14
USAGE ACTION ID
1
S145 S146
WATERS OF THE US
PERENNIAL STREAM #1
1189 LF
'v1
10�,04°1
`�`�1<tt1I I Mii,,,,
= •LICENSE NO.:
•
F-1407
4,3
"14//111110-
N'
/
/
hti
1-\:.;
CH SI ,cts.1'111�r
9 +
- J SEAL •
37.97' \2�j
5156
S157
RB #5
m 1 L-3635 II
\•�9 0 � .
i'lirrrnlltt0 5)21.1Z1
S156
METAL PIN
8,
•o�
PROJECT TAX# 087-061-02
BOUNDARY MECKLENBURG COUNTY
DB 9798 PG 894
RB #4
TAX# 087-061-05
MECKLENBURG COUNTY
DB 9276 PG 437
LEGEND
DB — DEED BOOK
MB — MAP BOOK
PG — PAGE
SF — SQUARE FEET
AC — ACRES
— CENTER LINE
NTS — NOT TO SCALE
RB — REBAR
• — FOUND CORNER AS NOTED
- PROJECT BOUNDARY LINE
- - ADJOINING BOUNDARY UNE
RIGHT OF WAY LINE
— WETLAND
BAR SCALE
ESP Associates, Inc,
P.D. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Milt, SG 29708
704-533-4949 (NC)
803 802.2440 (SC)
www. esp as saci ate s. com
1"=100'
50 100
WETLANDS SURVEY OF
SOUTHEASTERN FREIGHT PROJECT
LOCATED IN: CITY OF CHARLOTTE
MECKLENBURG COUNTY, NORTH CAROLINA
CLIENT:
OYT+BERENYI ENGINEERS AND CONSULANTS
P.O. BOX 1470
LADSON, SOUTH CAROLINA 29456
TFB RDB
Project No. I Designed By Drown By Project—Hngr. Checked By
200
Scale:
1" = 100`
Dote
05/26/21
Drawing No.
0S53804_WET
Job No.
CS53.604 (2)
ee
3
4

BOUNDARY LINE TABLE
LINE #
DIRECTION
LENGTH
L1
S82'31'32"E
121.56'
L2
S46'03'49"E
265.94'
L5
N44'02'12"E
335.01'
L6
N45'57'48"W
269.55'
L7
NO3'02'03"E
98.85'
L8
N88'47'30"E
182.34'
L9
N47'49'46"W
163.78'
L10
S52'46'14"W
10.17'
L11
N47'52'32"W
251.70'
L12
N47'42'15"W
50.02'
L13
N47'46'45"W
206.27'
L14
N47'47'44"W
246.48'
L15
N47'49'10"W
349.78'
L16
N47'36'45"W
41.78'
L17
N55'49'48"W
212.28'
L18
S56'51'53"W
10.78'
L19
N55'50'51"W
365.55'
L20
N34"02'36"E
416.52'
L21
N73'01'58"W
116.68'
BOUNDARY CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
BEARING
CHORD
C1
201.32'
542.96'
021'14'40"
N86'50'46"E
200.17'
C2
479.90'
848.51'
032'24'20"
N81'16'59"E
473.53'
C3
80.98'
348.31'
013'19'16"
N09'41'41"E
80.80'
C4
431.53'
288.31'
085'45'27"
N45'54'46"E
392.36'
C5
85.95'
3003.79'
001'38'22"
N87'58'19"E
85.95'
STREAM LINE TABLE
LINE #
DIRECTION
LENGTH
S133
N49'38'10"E
19.11'
S134
N49'38'10"E
28.21'
S135
N47'46'31 "E
39.18'
5136
N39'16'43"E
45.91'
S137
N30'17'24"E
48.41'
5138
N39'37'28"E
50.99'
S139
N24'28'41"E
53.54'
S140
N42'04'54"E
87.63'
S141
N32'59'03"E
97.09'
S142
N43'02'21"E
36.92'
S143
N49'59'58"E
41.65'
5144
N33'26'03"E
59.19'
5145
N43'54'26"E
57.65'
5146
N45'35'10"E
50.70'
S147
N24'35'23"E
42.84'
S148
N27-57'02"E
49.53'
5149
N17'32'30"E
60.25'
S150
N10'51'38"W
30.25'
S151
N11'38'19"E
76.26'
S152
N04'56'25"E
56.83'
WETLANDS
WETLANDS
AREA (SF)
AREA (AC)
WETLAND D&F
35,536
0.793
TOTAL
91,148
2.070
STREAM LINE TABLE
LINE #
DIRECTION
LENGTH
S153
N07'38'26"W
42.28'
5154
N04'25'41 "W
24.63'
S155
N07'06'31"E
11.97'
5156
N45'33'04"E
25.52'
S157
N73'30'52"E
23.57'
S156
N59'23'47"E
28.85'
5159
S26'21'03"E
52.25'
S160
555'56'13"E
40.25'
S161
S40'06'56"E
48.62'
S162
S43'14'09"E
59.26'
S163
547'55'22"E
43.26'
S164
S34'03'23"E
38.20'
5175
S64'35'09"E
22.78'
S176
S47'57'25"E
59.00'
S177
S45'39'28"E
52.36'
S178
544'36'01"E
49.97'
S179
S52'16'22"E
34.68'
S180
N57-02'22"E
17.78'
EXCLUDED WETLANDS
WETLANDS
AREA (SF)
AREA (AC)
WETLAND A
37,494
0.861
WETLAND B
4,507
0.103
WETLAND C
6,340
0.146
WETLAND E
7,271
0.167
TOTAL EXCLUDED
55,612
1.277
THIS DRAWING AND/OR THE DESIGN SHOWN ARE THE
PROPERTY OF ESP ASSOCIATES, INC- THE REPRODUCTION,
ALTERATION, COPYING OR OTHER USE OF THIS DRAWING
WITHOUT THEIR WRITTEN CONSENT ES PROHIBITED AND ANY
INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION.
ESP ASSOCIATES, INC.
t w A ! ESP Associates. Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-503-4949 (NC)
803-802-2440 (SC}
www.espassociales.com
WETLANDS LINE TABLE
LINE #
DIRECTION
LENGTH
W4
N48'14'40"E
924.16'
W22
574'47'16"E
30.37'
W23
N82'14'47"E
40.67'
W24
N7213'38"E
27.56'
W25
N82'37'15"E
22.22'
W26
N52'00'17"E
31.01'
W27
N76'55'27"E
17.57'
W28
N73'20'19"E
83.96'
W29
N81'18'14"E
35.45'
W30
N84-01'22"E
40.80'
W31
S81'27'31 "E
31.16'
W32
N73'59'04"E
32.78'
W33
N 87'26'48"E
21.59'
W34
S41'38'30"E
35.91'
W35
S60"25'26"E
36.22'
W36
S51'33'09"E
39.79'
W37
S45'31'47"E
26.08'
W38
546'12'45"E
34.45'
W39
S73'20'24"E
33.66'
W40
S 42'49' 17"E
19.96'
W41
S47'30'13"E
48.89'
W42
S45'15'53"E
54.91'
W43
S36'55'46"E
40.24'
W44
S49'04'02"E
30.61'
W45
S39'28'11"E
32.39'
W46
511'14'54"W
15.89'
W47
S82'50'41"W
34.00'
W48
N51'47'27"W
35.88'
W49
N57'26'26"W
24.63'
W50
N22'09'46"W
20.54'
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANCE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THE DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE (5) YEARS FROM
THIS DATE. THIS UNDERSIGNED COMPLETED THIS DETERMINATION WAS
UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO THE 1987 U.S.
ARMY CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL."
REGULATORY OFFICIAL DATE
TITLE USACE ACTION ID
WETLANDS LINE TABLE
LINE #
DIRECTION
LENGTH
W51
N22'15'23"W
7.41'
W52
N54'39'47"W
22.32'
W53
N16'15'42"W
32.21'
W54
N60'25'35"W
39.15'
W55
NO9'18'06"E
21.76'
W56
NO8'15'09"W
19.33'
W57
N73'24'10"W
18.17'
W58
N51'12'18"W
32.22'
W59
N62'27'11"W
36.83'
W60
N63'19'16"W
37.15'
W61
N70'46'31"W
25.17'
W62
N44'32'36"W
40.97'
W63
N32'33'45"W
29.10'
W64
548'35'00"W
70.85'
W65
S81'12'37"W
105.71'
W66
S0018'50"E
13.69'
W67
S78'35'07"W
20.47'
W68
587'09'50"W
42.22'
W69
S62'01'06"W
27.95'
W70
S74'09'01 "W
29.31'
W71
N82'00'40"W
35.75'
W72
N74'44'58"W
75.32'
W73
NOB'32'13"W
26.95'
STREAMS
AREA (SF)
AREA (AC)
LENGTH
(LF)
AVG. WIDTH
STREAM 1
17,832
0.409
1189
15'
STREAM 2
4,077
0.094
282
14.5'
STREAM 3
710
0.016
227
3.1'
TOTAL
22,619
0.519
1,698
13.3'
WETLANDS SURVEY OF
SOUTHEASTERN FREIGHT LINES, INC. PROPERTY
Scale:
NO SCALE
Date
LOCATED IN: CITY OF CHARLOTTE 05/26/21
MECKLENBURG COUNTY. NORTH CAROLINA Drawing No.
CLi ,NOT.__YT+BERENYI ENGINEERS AND CONSULANTS Gs53804_WET
tH1 P.O. BOX 1470 Joh No.
LADSON, SOUTH CAROUNA 29456 GS53.804 (2}
TFB I ROB Sheet I 0
Project No. Designed By Drawn By Project-Iingr. Checked By 4

ROY COOPER
Governor
DIONNE DELLI-GATTI
Secretary
TIM BAUMGARTNER
Director
Ryan Smigiel
Southeastern Freight Lines
420 Davega Road
Lexington, NC 29073
NORTH CAROLINA
Environmental Quality
June 4, 2021
Expiration of Acceptance: 12/4/2021
Project: Southeastern Freight Lines Charlotte Terminal County: Mecklenburg
This is a conditional acceptance letter. 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
Catawba
03050103
Non -Riparian Wetland
1.162
Catawba
03050103
Warm Stream
227
*Non -riparian wetland credit is not available in this service area. In accordance with the directive
from the February 8, 2011 IRT meeting, non -riparian wetland impacts located in the mountains and
piedmont areas of North Carolina can be accepted as requested, but mitigated utilizing riparian
wetland mitigation credits. **DMS proposes to utilize the Catawba 03 Expanded Service Area to meet the
mitigation requirement. 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. 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].
cc: Eric McClanahan, agent
NORTH CAROLINA
Department al Environmental Quality
Sincerely,
FOR James. B Stanfill
Asset Management Supervisor
North Carolina Department of Environmental Quality I Division of Mitigation Services
217 West Jones Street 11652 Mail Service Center I Raleigh, North Carolina 27699-1652
919.707.8976

Interagency Compliance Documentation and Supplemental
Information (For Pre -Construction Notification Form)
SAW 2021-00041
(Southeastern Freight Lines - Charlotte)
Charlotte, North Carolina
Prepared For:
Southeastern Freight Lines and BKT Enterprises
C/o Hoyt + Berenyi, Inc.
Prepared By:
Cygnus Environmental, LLC
PO Box 548
Cordesville, SC 29434
June 14, 2021

EXISTING CONDITIONS
The project is located on an existing site serving as an active hub for Southeastern Freight Lines (SEFL). The site
also includes areas which have been acquired for this facility to be expanded upon located along Metals Drive and
Amble Drive. Both existing and future SEFL facilities are sites are already largely developed industrial locations
with existing ingress, egress, parking, buildings for use in daily operations underway at the subject site(s). The
areas will be combined per the site plans (Sheets 1 through 17 of 17) attached. The site does contain wooded and
undeveloped areas including both federally jurisdictional waters of the U.S. and "excluded" wetland areas under
the jurisdiction of North Carolina Department of Environmental Quality/Division of Water Resources (DWR).
PROPOSED CONDITIONS
The project will change the existing total building/shop space among the subject sites from approximately 266,545
square feet to 235,030 square feet. Expansion of shop doors for fleet operations and maintenance will be from
220 existing shop doors to 431. The use of several existing industrial sites including the current SEFL as well as
other adjacent industrial sites is proposed to increase efficiency, conduct a re -use of existing developed sites, and
avoid a complete shut -down and any movement of operations to a new site.
Impacts to Waters
The overall proposed project summary (sheet 9 of 17) shows the project affecting a total of 1.162 acres of total
waters (0.407 acres of Federally Jurisdictional Waters including 227 feet of warm water intermittent stream). The
DWR "only" jurisdiction applies to areas determined as "excluded" under the existing guidance of USACE. The
total of these areas to be impacted is 0.771 acres.
PROJECT PURPOSE
The over purpose of the project is the expansion of operations in order to efficiently and safely handle an
increasing capacity of truck and trailer traffic on and off of the subject site. The existing shops and buildings with
truck docks within the current SEFL site are aging and are no longer configured in the most efficient way to handle
the increase of traffic. The buildings and current tractor trailer parking would not be suitable in its current
configuration to handle the future site expansion without significantly retrofitting the existing site in the ways
proposed. The project will be conducted in phases to avoid a complete shutdown of operations at SEFL Charlotte
during the retrofit.
The expansion of parking onto the east side of the site is to accommodate equipment both while the demolition
of existing buildings and the construction of future truck docks and parking is taking place. The area will also
subsequently be used as additional parking in the future for increased capacity of the site. The crossings of Sugar
Creek are designed specifically to avoid direct impacts to this regionally important perennial stream. Crossings
will involve a pre -cast bridge design and will not cause cut, fill or other impacts to the bed and banks of the stream.
The three excluded wetland areas on the eastern portion of the site cannot be completely avoided due to the
need to comply with safety requirements, the need for space for truck parking and the need for storm -water
treatment on that portion of the site. Diversion of storm flow is not possible with the restrictions imposed by the
presence of the parks department property line to the east and south and the presence of Sugar Creek along the
west side of this proposed parking area.

The project design requires that the applicant safely accommodate the increase in truck traffic flow along Reagan
Drive. This will require a new ingress/egress for heavy truck traffic (sheet 5 of 17). This location shown as the
crossing of wetland D/F adjacent to Reagan Drive is required due to consultations made with North Carolina
Department of Transportation. There was an alternate design (sheets 6 and 7) which will not meet the project's
safety and efficiency purposes. The specific safety concerns of NCDOT at this portion of the site include road
curvature, site distance requirements and creating a more central location for the main entrance. Existing slopes
are also a major consideration with respect to the wetland impacts. In a previous plan the applicant considered
using wetland D/F in part for both a road crossing at two locations as well as a portion of this wetland to be
dedicated to stormwater retention. In order to reduce impacts the applicant now proposes using retaining walls
at the road crossing locations and relocating the proposed pond outside of wetland D/F to reduce impacts (sheet
5).
OFF -SITE ALTERNATIVES
Off -site considerations, though possible are not considered practical as they involve acquiring a large tract(s) of
land at alternative locations, completing site designs, permitting and construction and subsequently moving the
entire operation of the SEFL site from its existing location, to the alternate location, leaving the existing industrial
site as a potentially vacant and blighted area with undetermined use. Five Gaston county sites and four Cabarrus
county sites were found to be available. Of these, all are "greenfield sites" requiring full assessments of all
development aspects including the environmental/clean water act. Several of the sites appear to have wetland
and stream factors to be considered and an undetermined level of impacts are likely in several cases. The location
of the existing site immediately adjacent to Interstate 85 and the nearby interchange of 177 makes it an ideal site
to remain for the future of SEFL Charlotte. The retrofit of this site will also not affect the neighboring properties
to the level that would be expected if the operations were to be moved to a distant greenfield site.

E3
HOYT + BERENYI
TITLE:
JOB NAME:
SEFL Charlotte
Location Map
SCALE:
As Shown
SHEET:
1
P.O. Box 1470 Ladson, SC 29456 1 843.408.3546 1 www.HoytBerenyi.com
JOB NUMBER:
20-007
DATE:
May 17, 2021
of 17

E€3
300 0 150 300
( IN FEET )
( SHEET IS MEANT TO BE 8.5" X 11" )
STREAM#3 WATERS OF THE
US INTERMITTENT STREAM
uirr
JURISDICTIONAL • -
WETLAND"D/F"
r- r-X-X- x�AMBL DRIVF� f
HOYT BERENYI
P.O. Box 1470 Ladson, SC 29456 1 843.408.3546 1 www.HoytBerenyi.com
TITLE:
JOB NAME:
SEFL Charlotte
JOB
NUMBER
20-007
EXCLUDED
WETLAND "C"
/1) EXCLUDED
\\\ WETLAND "B"
ONF II
l\
I I
• � 11
I�1111
11
III
STREAM#2 WATERS
OF THE US
PERENNIAL STREAM
EXISTING PLAN
SCALE:
DATE:
As Shown
May 17, 2021
EXCLUDED
WETLAND "A"
SHEET:
2
of 17

E€3
300 0 150 300
- LET)
( SHEET IS MEANT TO BE 8.5" X 11" )
00
CLUDED
\ WETLAND r'E"\
STREAM#3 WATERS OF THE
US INTERMITTENT STREAM
/ 1 i
JURISDICTIONAL =_
WETLAND"D/F" '—
PROP. AMBLE DR
IIIIIIIIIIIIIIIIIIIIIIIIIIIIII
II 111111111111111111111
11111111
HOYT BERENYI
P.O. Box 1470 Ladson, SC 29456 1 843.408.3546 1 www.HoytBerenyi.com
AMBLE DRIVE
TITLE:
JOB NAME:
SEFL Charlotte
JOB NUMBER:
20-007
REA #
LITTL
SUGAR
CREEK
ANAGED
USE ZONE
BUFFER
STREAK
SIDE BUFFER
PROP
BRIDG
PROPOSED PLAN
SCALE:
DATE:
As Shown
May 17, 2021
/ EXCLUDED
S REAM#2 WATERS
OF THE US
PERENNIAL STREAM
EXCLUDED
WETLAND "A"
LITTLE
SUGAR
CREEK
SHEET:
3
of 17

300 0 150 300 -
•
• EXCLUDED WETLAND "E
AREA DISTURBED 0.167��AC.
890
STREAM#3 WATEE
US INTERMITTENT STREA
DISTURBED LENGTH 227 FT
DISTURBED AREA .016 AC.
120 C Y. FILL
JURISDICTIONAL WETLAND
"D/F EAST" AREA
DISTURBED 0.211 AC.
/ 1700 Q.Y. FILL
JURISDICTIONAL W�TL ND
"D/F" AREA TO REMAIN
0,177 AC.
7
E€3
qr
c>— -
r JURISD C l_i WETLAND
'- DISTURBED AREA "D/F WEST"
j 0.180 AC.
2740 C Y. FILL
JURISDICTIONAL WETLAND
"D/F" AREA TO REMAIN
0,220 C.
( IN FEET
( SHEET IS MEANT TO BE 8.5" X 11" )
O6.
PROP. AMBLE OR.
IIIIIIIIIIIIIIIIIIIIIIIIIII
\IIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIII'
EXCLUDED WETLAND "C" AREA
TO REMAIN 0.072 AC.
EXCLUDED WETLAND "C"
AREA DISTURBED 0.074 AC.
150 C.Y. CUT
in\111Y�
EXCLUDED WETLAND "B"
AREA DISTURBED 0.103 AC.
625 C.Y. CUT
♦ PR•P\ \\\
BRIDG
CROSSI
�ANAGEI
USE ZONE
BUFFER
STREA
SIDE BUFFER
PROP.
BRIDG
C130SSIN
(N) POND
EXCLUDED WETLAND "A"
AREA DISTURBED 0.427 AC.
Lx x—x--ic—x 2 10 C.Y. CUT
EXCLUDED WETLAND "A"
AREA TO REMAIN 0.433 AC.
111111111 IIIIIIIIIII IIIIIIIIIIII ;,.
irrriirrrreintrrrrritrrrifrrrrntrffrriit
Iiril
HOYT BERENYI
P.O. Box 1470 Ladson, SC 29456 1 843.408.3546 1 www.HoytBerenyi.com
AMBLE DRIVE
TITLE:
WETLAND LOCATIONS
JOB NAME:
SEFL Charlotte
JOB
NUMBER
20-007
SCALE:
DATE:
x
As Shown
May 17, 2021
LITTLE
SUGAR
CREEK
SHEET:
4
of 17

E€3
300 0 150 300 -
( IN FEET
( SHEET IS MEANT TO BE 8.5" X 11" )
7\ . • \ \\
il 111<
,_
It A \\\
=! l III
_#`I III _I
11 \ \I\II � `;;i
PROPOSED BM' 4%'�
S.W. DETENTION POND 0,;4
V 1ry
PROPOSED POND OUTFAL 11110111111,1k ''
LOCATION INTO STREAM# xik. +�
III I I
ON
N) POND
PROPOSED POND OUTFALL
LOCATION INTO STREAM
PROPOSED POND OUTFALL LPROPOSED BMP
LOCATION INTO EX. WETLAND D/F'LID S.W. DETENTION POND
ROPOSED BMP
S.W. DETENTION POND
HOYT BERENYI
P.O. Box 1470 Ladson, SC 29456 1 843.408.3546 1 www.HoytBerenyi.com
PROP. AMBLE DR.
IIIIIIIIIIIIIIIIIIIIIIIIIII
\IIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIII'
AMBLE DRIVE
TITLE:
PROPOSED BMP LOCATIONS
JOB NAME:
SEFL Charlotte
JOB
NUMBER
20-007
SCALE:
DATE:
LITTLE
SUGAR
CREEK
As Shown
May 17, 2021
SHEET:
5
of 17

300 0 150 300
( SHEET IS MEANT TO BE 8.5" X 11" )
JURISDICTIONAL
WETLAND"D/F"
AFFECTED FOR
REAGAN DRIVE
ACC SS
ORIGINAL PROPOSED
DRIVEWAY FOR
LIMITED WETLAND
IMPACT
E€3
we3:sx
111111
'1111110
NARRATIVE
ORIGINALLY A LESS INTRUSIVE REAGAN DRIVE ACCESS ROAD WAS PROPOSED THAT
WOULD LIMIT IMPACTS TO WETLAND D/F. THE ORIGINAL LOCATION WAS NOT APPROVED DUE
TO SIGHT DISTANCE AND OTHER LOCATION RESTRICTION IN PLACE BY NCDOT MAKING THE
FINAL PROPOSED ACCESS LOCATION THE LEAST WETLAND INTRUSIVE LOCATION/PATH THAT
NCDOT IS WILLING TO ACCEPT. ACCESS TO REAGAN DRIVE IN THIS VICINITY IS CRUCIAL AS
ALL TRUCKS FROM EITHER FACILITY MUST PASS THROUGH THE SHOP BUILDING FOR A
SAFETY CHECK, AND WILL THEN EXIT THROUGH THE NEARBY ACCESS TO REAGAN DRIVE.
THIS ACCESS POINT WILL BE THE SITES MAIN ACCESS POINT.
ORIGINALLY PROPOSED
DRIVEWAY LOCATION
HOYT BERENYI JOB NAME:
SEFL Charlotte SCALE:As Shown 6
IIIIIII" 11
se��,�nr�+��ara�u
a It Ki ivE 3e'Ri6(+:Sb'.ri'Si§tic;�:flta'iF P.'S!'i.� J�. tit:b'?'"E
IIIIIIIIhIIIIIIIIIIIIIII
TITLE:
ALT ANALYSIS 1-REAGAN DRIVE ACCESS ROAD MOD.
SHEET:
P.O. Box 1470 Ladson, SC 29456 1 843.408.3546 1 www.HoytBerenyi.com
JOB NUMBER: DATE:
20-007 May 17, 2021 of 17

300 0 150 300
( SHEET IS MEANT TO BE 8.5" X 11" )
LEGEND
PREFERRED TRUCK ROUTE WITH SITE INTERCONNECTIVITY
TRUCK ROUTE WITHOUT SITE INTERCONNECTIVITY
NARRATIVE
INTERCONNECTIVITY BETWEEN THE TWO PORTIONS (REAGAN DRIVE AND AMBLE DRIVE) OF
THE SITES IS CRUCIAL TO THE OPERATION OF SOUTHEASTERN FREIGHT LINES. DURING
OPERATION ALL TRUCKS FROM EITHER FACILITY MUST PASS THROUGH THE SHOP BUILDING
FOR A SAFETY CHECK, AND WILL THEN EXIT THROUGH THE NEARBY ACCESS TO REAGAN
DRIVE. WITHOUT THE INTERCONNECTION PROPOSED (WHICH REQUIRES IMPACTS TO
WETLAND D/F, ALL TRUCKS MUST TAKE AN ADDITIONAL ROUTE WHICH MAY SEEM
INSIGNIFICANT BUT AFFECTS NOT ONLY A TIMELY OPERATION FOR SOUTHEASTERN
FREIGHT LINES, IT IS ALSO A SIGNIFICANT AMOUNT OF EXTRA MILES DRIVEN CONSIDERING
THE AMOUNT OF TRIPS PER DAY.
ROUTE THROUGH SITE
WITH INTERCONNECTIVITY
/\ JURISDICTIONAL
/WETLAND"D/F"
AFFECTED FOR SITE
INTERCONNECTION
N / I�w /
NK $ /
'O ROAD PROVIDING
Z INTERCONNECTIVITY
c
4
ELONGATED TRAVEL PATH
NITHOUT INTERCONNECTIVITY
IIIIIH!,IIIuIIIIIIIIIII
Quer
rX x
Ic
1
xx—x—x—
F3
HOYT BERENYI
TITLE:
ALT ANALYSIS 2-LOSS OF INTERCONNECTIVITY
JOB NAME:
SEFL Charlotte
SCALE:
As Shown
SHEET:
7
P.O. Box 1470 Ladson, SC 29456 1 843.408.3546 1 www.HoytBerenyi.com
JOB NUMBER:
20-007
DATE:
May 17, 2021
of 17

300 0 150 300
( SHEET IS MEANT TO BE 8.5" X 11" )
NARRATIVE
THE ADDITIONAL PARKING AREA ACROSS THE STREAM WAS CONSIDERED FOR REMOVAL AS IT
EFFECTS WETLANDS A,B, AND C BUT THIS PARKING PROVED TO BE VITAL TO THE OPERATION OF
SOUTHEASTERN FREIGHT LINES; NOT ONLY AT ULTIMATE BUILDOUT BUT ESPECIALLY ALLOWING
OPERATION TO CONTINUE DURING CONSTRUCTION. AT ULTIMATE BUILDOUT THE REAGAN DRIVE
FACILITY CAN ACCOMMODATE 233 DOCK DOORS AND WILL NEED THIS TRAILER PARKING TO
SUPPORT A FACILITY OF THIS MAGINTUDE. THE ADDITIONAL PARKING IS TO BE CONSTRUCTED
IN PHASE 2 OF THE EXPANSION AND PROVIDES 116 TRAILER SPACES AS TO PROVIDE RELIEF
FROM THE 225 TRAILER SPACES DISPLACED WHILE PHASE 3 CONSTRUCTION IS ONGOING.
KEEPING THE FACILITY OPERATIONAL DURING CONSTRUCTION IS ESSENTIAL TO THE BUSINESS
OF SEFL AND THE PARKING IS REQUIRED IN THE FUTURE TO SUPPORT THE FACILITIES FULL
EXPANSION.
i
//, ) 11
( \ \\
zi/N\'�\
x
X x x x-*—x x-1
x
104
9
,IW
EXCLUDED
WETLAND"B"
AFFECTED FOR
TRAILER PARKING
EXCLUDED
WETLAND"C"
AFFECTED FOR
TRAILER PARKING
PARKING AREA
LOST BY NOT
AFFECTING THE
WETLANDS A,B,C
EXCLUDED
WETLAND"A"
AFFECTED FOR
TRAILER PARKING
E€3
HOYT BERENYI
TITLE:
ALT ANALYSIS 3-ADDITIONAL PARKING ACROSS STREAM
JOB NAME:
SEFL Charlotte
SCALE:
As Shown
SHEET:
8
P.O. Box 1470 Ladson, SC 29456 1 843.408.3546 1 www.HoytBerenyi.com
JOB NUMBER:
20-007
DATE:
May 17, 2021
of 17

Excluded Wetland Fill/Preservation Table
Wetland Designation
Area Disturbed (Ac.)
Area Preserved (Ac.)
Total Area (Ac.)
Cut (C.Y)
Fill (C.Y)
Net E.W. (C.Y)
"E"
0.167
0.000
0.167
955
65
890 Cut
"A"
0.427
0.433
0.861
2110
0
2110 Cut
"B"
0.103
0.000
0.103
625
0
625 Cut
"C"
0.074
0.072
0.146
150
0
150 Cut
Total
0.771
0.506
1.277
3840
65
N/A
Jurisdictional Wetland Fill/Preservation Table
Wetland Designation
Area Disturbed (Ac.)
Area Preserved (Ac.)
Total Area (Ac.)
Cut (C.Y)
Fill (C.Y)
Net E.W. (C.Y)
"D/F WEST"
0.180
0.000
0.180
0
2740
2740 Fill
"D/F PRESERVED"
0.000
0.397
0.402
0
0
0
"D/F EAST"
0.211
0.000
0.211
0
1700
1700 Fill
"Intermittent Stream"
0.016
0.000
0.016
0
120
120 Fill
Total
0.407
0.397
0.809
0
4560
N/A
EXISTING TABULATIONS PROPOSED TABULATIONS
REAGAN DRIVE DOCK REAGAN DRIVE DOCK
• EX. DOORS=123 • PROP. DOORS=233
• EX. DOCK SQUARE FOOTAGE= ±50,750 S.F. • PROP. DOCK SQUARE FOOTAGE= ±95,250 S.F.
• EX. SHOP SQUARE FOOTAGE= ±21,370 S.F. • PROP. SHOP SQUARE FOOTAGE= 0 S.F.
AMBLE DRIVE DOCK AMBLE DRIVE DOCK
• EX. DOORS=97 • PROP. DOORS=189
• EX. DOCK SQUARE FOOTAGE= ±44,000 S.F. • PROP. DOCK SQUARE FOOTAGE= ±98,280 S.F.
METALS DRIVE METALS DRIVE
• EX. SHOP SQUARE FOOTAGE= ±63,175 S.F. • PROP. SHOP SQUARE FOOTAGE= ±41,500 S.F.
• EX. BUILDING SQUARE FOOTAGE= ±74,000 S.F. • PROP. BUILDING SQUARE FOOTAGE= 0 S.F.
AMBLE DRIVE AMBLE DRIVE.
• EX. BUILDING SQUARE FOOTAGE= ±13,250 S.F. • PROP. BUILDING SQUARE FOOTAGE= 0 S.F.
PRE PERCENT IMPERVIOUS = 54% POST PERCENT IMPERVIOUS = 76%
PROPOSED STREAM BUFFER ENCROACHMENTS
• STREAM SIDE ZONE ENCROACHMENT = 0 S.F.
• MANAGED USE ZONE ENCROACHMENT = 4,300 S.F.
• UPLAND ZONE ENCROACHMENT = 5,600 S.F.
TITLE:
TABULATIONS
SHEET:
9
of 17
FB
HOYT
BERENYI
JOB NSEFLCharlotte
SCALE:N/A
JOB NUMBER:
20-007
DATE:
May 17, 2021
P.O. Box 1470 Ladson, SC 29456 1843.408.3546 I www,HoytBerenyi.com

H- H-
I I I,
765 I H- Id I I o 765
z:
:z
I J
�
I PROPOSED
I m
0
r
GRADE
: r
�Q
'
760
in
760
1u
1
I�
a
:
1
<
1
1<
• ,
755
I
I
ILd
755
I
I
750
• v / —
— —
750
,
I
I
EXISTING
GRADE —
I
i
I
24'
RCP
I
I
I
HEADWALL 1
Section A —A
SCALE
H: 1"=60
V: 1"=6
TITLE:
Wetland Fill Profile
SHEET:
1
o
of 17
E€3
HOYT
BERENYI
JOB NAME:
AEFL Charlotte
SCALE:As Shown
JOB NUMBER:
20-007
DATE:
May 17, 2021
P.O. Box 1470 Ladson, SC 29456 1 843.408.3546 1 www.HoytBerenyi.com

760
760
755
ILL')z
z
'
755
_I
0
I
Q
Im
z
PROPOSED
GRADE
J
1
i�
750
I
750
i0
o
z
Iw
!
745
V
745
i
STORM
EXISTING
GRADE
INLET
!
j
740
740
j
v
HEADWALL
18"
1-
RCP
18"
RCP
Section B—B
SCALE
H: 1"=60
V: 1"=6
E€3
HOYT BERENYI
TITLE: SHEET:
Wetland Fill Profile
JOB NAME:
SEFL Charlotte
SCALE:
As Shown
11
P.O. Box 1470 Ladson, SC 29456 1 843.408.3546 1 www.HoytBerenyi.com
JOB NUMBER:
20-007
DATE:
May 17, 2021
of 17

750
.-1
750
J I
m: I�
!c,
745
�,,
1- H-
(I
745
Iv)
EXISTING
\
/
GRADE
, I 1
740
//
740
\\
735
Iv /
N
PROPOSED
GRADE
735
Section C-C
SCALE
H: 1 "=60
V: 1"=6
E€3
HOYT BERENYI
TITLE: SHEET:
Intermittent Stream Fill Profile
JOB NAME:
SEFL Charlotte
SCALE:
As Shown
12
P.O. Box 1470 Ladson, SC 29456 1 843.408.3546 1 www.HoytBerenyi.com
JOB NUMBER:
20-007
DATE:
May 17, 2021
of 17

J
to
745
la
745
J
wl
W
i
740
740
EXISTING
OUTLET STRUCTURE
FOR STORMWATER
DETENTION
POND
GRADE
i
I
\
i ,
735
-----=---,i'L
/
GRADI
735
STORM
I /
INLET
P
PROPOSED
!1------L
730
_
730
%
18" RCP
1
A 8" RCP -
30"
RCP
HEADWALL
Section D—D
SCALE
H: 1"=60
V: 1"=6
E€3
HOYT BERENYI
TITLE:
Wetland Fill Profile
JOB NAME:
SEFL Charlotte
SCALE:
As Shown
SHEET:
13
P.O. Box 1470 Ladson, SC 29456 1 843.408.3546 1 www.HoytBerenyi.com
JOB NUMBER:
20-007
DATE:
May 17, 2021
of 17

755
iQ
w
755
z
Q
I
I
D
750
I
�I
750
0
of
z
!
_!
745
�I
745
V
\
\
v
I
I
740
740
\I
EXISTING
GRADE
�,
735
_
735
PROPOSED
GRADE
Section E—E
SCALE
H: 1"=60
V: 1"=6
E€3
HOYT BERENYI
TITLE: SHEET:
Wetland Fill Profile
JOB NAME:
SEFL Charlotte
SCALE:
As Shown
14
P.O. Box 1470 Ladson, SC 29456 1 843.408.3546 1 www.HoytBerenyi.com
JOB NUMBER:
20-007
DATE:
May 17, 2021
of 17

745
I�
LI
745
LLJ
IQ
0
zl
I -J
co
740
D
740
I
ii
o -
I
-- — /
0
z
735
-' 1
_I
735
LJ
EXISITING
GRADE j
PROPOSED
GRADE
!
!
Section F—F
SCALE
H: 1"=60
V: 1"=6
E€3
HOYT BERENYI
TITLE:
Wetland Fill Profile
JOB NAME:
SEFL Charlotte
SCALE:
As Shown
SHEET:
15
P.O. Box 1470 Ladson, SC 29456 1 843.408.3546 1 www.HoytBerenyi.com
JOB NUMBER:
20-007
DATE:
May 17, 2021
of 17

750
750
:
:
745
1
1
745
\I
1
v
7 -4- '
740
740
I
I
1
I
PROPOSED
GRADE
EXISTING
GRADE
Section G-G
SCALE
H: 1 "=60
V: 1"=6
E€3
HOYT BERENYI
TITLE: SHEET:
Wetland Fill Profile
JOB NAME:
SEFL Charlotte
SCALE:
As Shown
16
P.O. Box 1470 Ladson, SC 29456 1 843.408.3546 1 www.HoytBerenyi.com
JOB NUMBER:
20-007
DATE:
May 17, 2021
of 17

745
745
740
BRIDGE
BEAM
PROPOSED
GRADE
740
-,,-,
735
735
r'
; .'
�.
EXISTING
730
730
GRADE
`<
AA
v�
/
725
WINGWAL
WINGWAI I
725
ABUTMENT
WALL
II \(
ABUTMENT
WALL
\
720
I ITTI F SUGAR
CRFFK
720
\_
MAIN
EXISTING
12" V.C.P.
SEWER
RUNNING
PARALLEL
TO STREAM
-0+50 0+00 0+50 1+00 1+50 2+00 2+50
TYP. BRIDGE CROSSING
SCALE
H: 1 "=60
V: 1"=6
E€3
HOYT BERENYI
TITLE:
TYPICAL BRIDGE STREAM CROSSING SECTION
JOB NAME:
SEFL Charlotte
SCALE:
As Shown
SHEET:
17
P.O. Box 1470 Ladson, SC 29456 1843.408.3546 1 www.HoytBerenyi.com
JOB NUMBER:
20-007
DATE:
May 17, 2021
of 17