WQ0041840_Application (FTSE)_20200720

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
1SA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources rrA 04-16 & SUPPORTING DOCUMENTATION
Application Number: 1A00 91,f [0 (te hcenmp:cl.:dhy DWR.1 I�
v
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Selzer properties RDU LLC (company, municipality, I IOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation
tp ❑ General Partnership ❑ privately -Owned public Utility
❑ Federal ❑ StatefCounty ❑ Municipal ❑ Other
3. Signature authority's name: Brett SctzeE per 156 NCAC 02T .0106(b)
Title: Managin& Mcmber
4. Applicant's mailing address: 354 Waller Ave,STE 200
City: Lexington State; KY Zip; 40504-
5. Applicant's contact information:
Phone number: [phone] Email Address- sbendar(4sctzcrpropertics.com d
11. PROJECT INFORMATION:
I . Project name: FedEx Frcight(Private)
2. Applicationel'roject status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00_ and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00�
3. County where project is located: Durham
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.R97 Longitude.-78-835:
5. Parcel 1D (if applicable): 157785& 157676
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
I . Professional Engineer: Matthew L Jones License Number: 039170
Firm: Horvath Associates. PA
Mailing address: 16 Consultant_ Place, Suite 201
City: Durham Stale: NC Zip: 27707-
Phone number: (2j9J 490-4990 Email Address: matt. ionesAhorvathassociates.corn
IV. WASTEWATLR TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name. TriangcWWTP Permit Number: NCO026051
Owner Name: Durham County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQunknown Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS 00038
Owner Namc(s): Durham County
rid
FORM: PTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[—]Yes [:]No ®NIA
2. If the Applicant is a Developer of lots to be sold, has a DeveloRer's Operatinnal Agreement 1I"URM: DEV1 been attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a Horne property Owners' Association_ has an Operational Atzmcmvnt (FORM- FIQA j been attached?
❑ Yes [:]No (EMA
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparationlservice ❑ Hotel and/or Motels
❑ School ; preschool!" day care ❑ Medical ; dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses! offices; factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 0 % DomestivCommercial % Commercial
100 % Industrial (See 15A NCAC 02T .0103(20 )
1 11Is there a Pretreatment Program in effect? ❑ Yes ® No
6. Has a flow reduction been approved under 15A NCAC 02T .0114tf1? [:]Yes ® No
:- If ves. Provide n copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(l)
Daily Design Flow a,'
No, of Units
Flaw
Warehouse
100 gal;Loading Bay
100
10,000 GPD
Office
25 gallemploycelshift
56
1,400 GPD
Service Station
250 gallPlumbing Fixture
15
3,750 GPD
gal/
GPD
gal/
GPD
gal/
GPD
fora!
15,150 GPD
a See 15A NCAC 02T .01 14b d e I and e 2 for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0I 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 15.150 GPD (per 15A NCAC 02T .0114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new now expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 239 DIP
8 837 PVC
Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section III contains information related to minimum slopes for gravity sewer(s)
> Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & MDC(Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: _._. Longitude: -__
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station);
Size (inches) I Length (feet) I Material
6. Power reliability in accordance with I5A NCAC 02T; 0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(I)(B),
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(hX 1)(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
I fthe portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage_
rORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
I. Does the project comply with all separations found in 15A CA 2T .0 0
i 15A NCAC 02T.0305(f) contains minimum sennrntinne that shnil he „mviderl t'nr Srw cv 1Mn
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
.24-inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
"Any private or public water supply source, including any wells, WS-I waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
"*Waters classified WS (except WS-1 or WS-V), B. SA, ORW, FIQW, or SB from normal
hick water or tide elevation) and wetlands (sec item 1X.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
AnX building foundation
5 feet
AnX basement
10 feet
Jop slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
> 15A NCAC 02T.03 contains alternatives where separations in 02T.0305(f) cannot be achieved.
y **Stream classifications can be identified using the Division's NC Surface Water Cinssifir tions webnaee
> If noncompliance with 02T.0305 or sec Section X of' this application
EFFI//t$
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
Sec the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 0213.02007 _® Yes [:]No
L This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
;�, Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
y Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(cX61(additional permitsicertifications)? ® Yes ❑ No
Per 15A NCAC 02T. I 6 , directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No
If yes, include an attachment with details for each line, including type (aerial line, size, material, and location),
High prinrity lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04- l6 Page 4 of 5

X. CERTIFICATIONS:
Does the sktbmitted system comply with 15A NCAC 02T, the e ' l
Ed me Maim (latest versinr�„ and tine csi n Criteria fteria lam{st vcrs{sl version as applicable')
® Ycs ❑ No
IFNo, complete and subiait the VariancOAlternative Design Request application (VADC 10-14) and supporting documents Im-
review. Annroval ofthe request is renuired prior to submittal of the Fast Track Application And supporting documents;
2. Professional Engineer's Certification:
1, Matthew Jones
attest that Ibis application for
(Professional Engineer's name from Application Itern 111.1.)
has been reviewed by me and is accurate, complete and consistent witli the information supplied in the plans, specifications,
engineering ca.culalions, :md all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and force Mains (latest version). Although other professionals may have developed certAn portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design
NOTE - In accordance with General Statutes 143-215.6A and 143-2I5,613, any person who knowingly makes any false
statement, representation, or certilicat:un in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per• violation.
North Carolina Professional Engineer's seal, signature, and date;
f� 2 ' .O 9%
039170
y,
3. Applicant's Certification per 15A NCAC 02'T .0106(b):
I, grexi T S eta a e AS Dun 4 , 6M bt: r attest that this application for
(Signature Authority's mane & title from Application 1tcA 1.3.)
has been reviewed by rric and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and Ihat if all required supporting documentation and attrtchmenls are not included, this
application package is subject to being returned as incomplete. I understated that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, andlor criminal prosecution_ I will make no claim against tale Division of Water Resources should a condition
ol'this permit be violated. I also understand that if all required palls of (his application package are not completed and that if'
all required supporting information and attachments arc not included, this application package will be returned to nee as
incomplete.
[TOTE - In accordance with General Statutes 143-215.6A and 143-215.68, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which inay
include a fine not xceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
VORM: FTA 04-16 Page 5 of 5

--- NORTH CAROLINA
Department of the Secretary of State
CERTIFICATE OF AUTHORITY
I, Elaine F. Marshall, Secretary of State of the State of North Carolina, do hereby certify
that
SETZER PROPERTIES RDU, LLC
having filed on this date an application conforming to the requirements of the General
Statutes of North Carolina, a copy of which is hereto attached, is hereby granted
authority to transact business in the State ofNorth Carolina.
IN WITNESS WHEREOF, I have hereunto set
my hand and affixed my official seal at the City
of Raleigh, this 4th day of January, 2019.
Scan to verify online.
Document Id: C201900400831 Secretary of State
Veriry (his certificate online at hllp://www.sosnc.gov/verification

• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online -
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form - Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
SETZER PROPERTIES RDU, LLC
Information
Sosid: 1788227
Status: Current -Active G
Date Formed: 1/4/2019
Citizenship: Foreign
State of Incorporation: KY
Annual Report Due Date: April 15th
CurrentAnnual. Report Status:
Registered Agent: COGENCY GLOBAL INC. **Note load times may be long**
Addresses
Reg Office Reg Mailing Mailing
212 South Tryon Street Suite 1000 212 South Tryon Street Suite 1000 354 Waller Ave, Ste 200
Charlotte, NC 28281 Charlotte, NC 28281 Lexington, KY 40504
Principal. Office
354 Waller Ave, Ste 200
Lexington, KY 40504
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
Brett T. Setzer
354 Waller Ave Ste 200
Lexington KY 40504

Commonwealth of Kentucky
Alison Lundergan Grimes, Secretary of State
Alison Lundergan Grimes
Secretary of State
P. O. Sox 718
Frankfort, KY 40602-0718
[phone]
http:/AwAw.sos.ky.gov
Certificate of Existence
Authentication number: 210879
Visit https:l/app.sos.ky.clov/ftshowlcertvalidate,asox to authenticate this certificate.
1, Alison Lundergan Grimes, Secretary of State of the Commonwealth of Kentucky,
do hereby certify that according to the records in the Office of the Secretary of State,
SETZER PROPERTIES RDU, LLC
is a limited liability company duly organized and existing under KRS Chapter 14A and
KRS Chapter 275, whose date of organization is January 3, 2019 and whose period of
duration is perpetual.
I further certify that all fees and penalties owed to the Secretary of State have been
paid; that articles of dissolution have not been filed; and that the most recent annual
report required by KRS 14A.6-010 has been delivered to the Secretary of State.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Official Seal
at Frankfort, Kentucky, this 4'h day of January, 2019, in the 227111 year of the
Commonwealth.
tin
Alison Lundergan Grime
Secretary of Slate
Commonwealth of Kentucky
210879/1043381

1915 - Chin Page Road Industrial (FedEx Freight)
USGS MAP - SE Durham Quadrangle
SCALE 1:24,000 N

ca
CL
m
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O
(D

DIOS1011 of water Resuurcr�
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: _ Setzer Properties RDU, LLC _
Project Name for which flow is being requested: FedEx Freight (Private)
More than one ME maybe required for a single project if the owner of the WNTP is not responsible for aft pump
stations along the route of the proposed wastewater f low
Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Triangle Wastewater Treatment Plant
b. WWTP Facility Permit #: NCO026051
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
All flows are In MGD
12
I.793
4.543
0.01515
6.351
h. Percent of permitted flow used 52.9
I1. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C)
(D)a(B+C)
(E)-(A-D)
Design
Average
Approx,
Obligated,
Total
Pump
Pump
Daily
Current
Not Yet
Current Flow
Station
Station
Firm
Flow"
Avg. Daily
Tributary
Plus
(Name or
Permit
Capacity, "
(Firm / pt),
Flow,
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
MGD
MGD
Flow
Capacity***
StirrupIron
6.50
2.6
1.142
0.469
1.611
0.989
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4xc) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall! be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is c 0.
Downstream Facility Name (Sewer); Durham County Sewer
Downstream Permit Number; W CS00038
Page 1 of 6
FTSE 10-18

Ill. Certification Statement:
1 ',)�4 hc,n,C Nc I tut certify to the best of my knowledge that the addition of
the volunie of wastewater t6 be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to cause any
capacity related sanitary sewer overflows or overburden any downstream pump station en route to the
receiving treatment plant under normal circumstances, given the implementation of the planned
improvements identified in the planning assessment where applicable. This analysis has been performed
in accordance with local established policies and procedures using the best available data. This
certification applies to those items listed above in Sections I and II plus all attached planning assessment
addendums for which I am the responsible party. Signature of this form certifies that the receiving
collection system or treatment works has adequate capacity to transport and treat the proposed new
wastewater.
Signing O 1cial Signature ate
Title of Sign Pa Ofcial
Page Z of 6
FTSE 10-18

Civil Engineers
Planners
Landscape architects
Cover Letter
DATE: May 12, 2020
TO: North Carolina Department of Environmental Quality
Raleigh Regional Office -Water Quality Section
1628 Mail Service Center
Raleigh, NC 27699-1628
NC Dept of 13nv'raamental
Quality
FROM: Matt Jones, PE JUL
2 o zazo
SUBJECT: Fast Track Sewer Application Ra[e
Fed Ex Freight Transfer Facility - Private rgh Regional of
This is a Freight Transfer Facility on a 40 acre site with 93,372 SF of buildings located at
5203 Chin Page Road in Durham North Carolina. This application is for the
installation of 1,066 feet of new private sewer line generating 15,150 gpd. The
following items have been included with the application package:
• 1 Cover Letter
• 1 Original FTA
• 1 Copy of FTA
0 1 Check for $480.00
0 1 Article of Organization for LLC & Signing Resolutions
• 1 Flow Tracking/Acceptance Form
• 1 Copy of USGS Map
• 1 Copy of Street Level Map
North CoroNna
16 Consultant Place, Suite 20t
Durham, NC 27707
p 919.490-4990 f 919-490-8953
Tennessee
Post Office Box 970
Harrison, TN 37341
p 423-266-4990