WQ0041839_Application (FTSE)_20200720

State of North Carolina
Department of Environmental Quality
Division of Water Resources
DWR
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: lioF J 1 (to he completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Durham County (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ corporation
rp ❑ General Partnership
❑Privately -Owned Public Utility
❑ Federal ® State/County ❑ Municipal
❑ Other
3. Signature authority's name- Stephunic Hrixcy per 15A N(' ' {1s
Title: POTW Director
4. Applicant's mailing address: 5926 Highway 55 cast
City: Durham Slate: NC Zip: 27713-_
5. Applicant's contact information:,
Phone number: [phone] Email Address: Sbrixeyfa dconc.gov
c
a
11. PROJEC f INFORMATION:
O
1, Project name: Fed>;x_Frcight(Public}
b
2. Application Project status: ® Proposed (New Permit) ❑ Existing Permit/Project p
.o
If a mode fir.ttiun, provide the existing permit number: WQ00 and issued date:
bA
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: 35.897" t.ongitude:-78.835"
5. Parcel ID (if applicable): 157785 & 157676
Z
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Matthew L Jones License Number; 039170
Firm: Horvath Associates. PA
Mailing address: 16 Consultant Place, Suite 201
City: Durham State: NC Zip: 277Q7-
Phone number: [phone] F.mail Address- matt,jQncg(4horvathassociates.com
IV, WASTEWA'I'ER'TREA'1'MEN'1' FACILITY (WWTF) INFORMATION:
I. Facility Name; Triange W WTP Permit Number: NCO026051
Owner Name; Durham COILnii
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ unknown Downstream (Receiving) Sewer Size: R" inch
System Wide Collection System Permit Number(s) (il'upplicable); WQCS 00038
Owner Natne(s); Durham County
FORM: H fA 04-16 Page I of 5

V1. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of public Convenience and Necessity been attached?
[:]Yes [:]No ®NfA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational A_r� eement (FORM: DEV) been attached?
[]Yes []No ®NfA
3. If the Applicant is a f[orner t'rnpertV QwncE Associ tian.,.h_as an Operational ALlrecment (FORM: HOAR been attached?
❑ Yes ❑No ®NIA
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Poo[ !Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool "Filter Backwash
® Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: % Domestic/Commercial % Commercial
100 % Industrial (See 15A NCAC_02T .0103(20))
1Is there a Pretreatment Program in effect? ❑ Yes ® No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 14(fi? ❑ Yes ® No
If Yes, Provide a copy of flow reduction anoroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01 Ila
Daily Design Flow `b
No. of Units
Flow
gall
GPD
gall
GPD
gal(
GPD
gall
GPD
gall
GPD
gal/
GPD
Total
7GPt
a See 15A NCAC 02T .Ol 14(b). (d). (e)(1) and (c)(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 oreast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S.. 42A-4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 141 shall be
determined using available flow data, water using Fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 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 flow expected
® Other (Explain): Flow allocated in Private permit application
FORM: FTA 04-16 Page 2 of

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be pcmtiued:
Size (inches) Length (feet) Material
S" 99 DIP
Section If & III of the MIX 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
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & MDC (Pump Station—V orce Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name-
2. Approximate Coordinates (Decimal Degrees): Latitude: - A Longitude:
.1. 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) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(l)(B)_
i► 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 - I $A NCAC 021
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 021 .0305(h)(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.
If the 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.
FORM: F fA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS - (0213 .0200 & 15A NCAC 02T .0305(i)):
I . Does the project comply with all separations found in MA NCAC 02T . 0 & ® Yes ❑ No
"- 15A NCAC 027.03050) contains minimum scnamtions that shall be nrovidcd for sewer cvstemar
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
4+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 Il impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (sec item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surflucc drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Anv swimming pools
l0 feet
Final earth grade vertical
36 inches
i S_NCAC 02T.0305(e) contains a_ternatives where separations in 02T.0305(Q cannot be achieved.
**Stream classifications can be identified using the Division's NC Surface Water Classifications wchpaee
If noncompliance with 02T.0305(f) or (g), see Section X of this application
QWa/1/16
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
y See the Division's draft separation requirements for situations where separation cannot he meet
Y No variance is required ifthe 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 I5A NCAC 02B .0200? ® Yes ❑ No
I. 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
D Information can be obtained from the 401 & BufTer Permitting Branch
5. Does project comply with 15A NCAC 02TA105(c)(6) (additional permits -certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(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.
Cl Yes ® No
If yes, include an attachment with details for each line, including type (aerial line, size, material, and location)
High priority 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 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. i ocs the submitted system comply with 15A NCAC 02T the Minitnurn Design CELtsdo for litc ennittin + or &mI1§tqtjons
acid Force Ividins (latest yersion I, and the Gravity Sewer Minimum DotiLn Criteria ilatest ver%ionl a% applicable'
® Yes ❑ No
IfNo, complete and submit the VariariLWAlterriative Design Request application (VADC 10 14) and supponing documents fur
review. Anproval or the request is rer wired griar to submittal nr the Fast Track Application and supporting documews.
2. Professional Engineer's Ccnificution
MATTrrf+l JQtJES attest that thic application for
(Professional f:nginer:r's name from Application Item III I )
has been reviewed by MC and is uCCUratr, complete and consistent with the information %upplied in the plans specifications,
engineering calculations, and all other supporting documentation to the best of my know ledge I further attest that to the best
of my knowledge the proposed deatgn has been prepared to accordance with the applicable ri:gufations, Gravity Sauer
klnlirnum Dcmgn Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria fix the Fast Track Permitting
of I'unip Stations and Bore: Mains (latest version) Although other pro;csr'ionals may have developed certam portions of this
vubrnitiai package, inclusion of these materials under my signature and seal s,gruRes that I have reviewed this materiel and
have judged it to be consistent with the proposed design
NOTE -- In accordance with General Statutes 143-215 6A and 143-215.6E, any person who know tngl) makes any false
statement, representation, or certification in an)- application package shall be guilt) of a (lass 2 nusderncunur, which inay
include a fine not to exceed S 10,000, a% well as civil penalties up to S25,M0 per violation
North Carolina Profes+lonul Engineer'% scat, signaturc, and date: �>c1 lilt
= ?' SEA •r'
039
3 Applicant's Cenificaliun per 15A NCAC02 t' 4110fitb)
�L�4 I'
��tC(dvc o� `, �J attest that this application for
1 (Signature !lul iL ty's name &: liti !turn Apphcation Itcnt 13 )
has been rcvtcwcd by ine and is accurate: and complete to the best of'my knowledge, i understand that d all required parts of
thi< application are not completed and that if all required supporting tklcumewation and attachments arc not included this
application package is subject to being returned as ITtt_olnplctL I understand that any discharge of watitcwater from tilts nun
discharge system to surface waters or the land will result in wi ioirnediatc enforcement acuun that may include c►vtl penalties,
injunctive relief, and/or criminal prosecution 1 will make no claim againsl the Division ofWoler Resources should a condition
of this permit he violated 1 also understand that if all required parts of 11m, appfrcalion package art not completed and that if
all required supporting in',ormanon and attachmcni: arc not included, this appl�cahon package will be relunwd to me as
incunipicie
:fit?TL - In accurdancc with Gencial Sralutrs 143-215.6A and 143-215.68. any person who knowingly maker an) fAW
statenicnt, representatinn, or centficution in any apphcatior package shall be guilty of a Class 2 inisdcrn nor which mat
include u line nut to exceed $10,000 as will as civil penalties up to S25,000 per violation
Stgnaturc 6 �-W L D.,ic
I.ORM• 1•-FA 04-16 Page 5 of

1915 - Chin Page Road Industrial (FedEx Freight)
USGS MAP - SE Durham Quadrangle
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State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Durham County
Project Name for which flow is being requested: FedEx Frei t (Public)
More than one ME may be requimd for a single project if the owner of the WWTP is not responsible for all pump
stations along the route ojthe proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name:
b. WWTP Facility Permit
Wastewater Treatment Plant
NCO026051
All flows are In MGD
c. WWTP facility's permitted flow 12
d. Estimated obligated flow not yet tributary to the WWTP 1.793
e. WWTP facility's actual avg. flow 4.543
f. Total flow for this specific request 0
g. Total actual and obligated flows to the facility 6.336
h. Percent of permitted flow used 52.8
Il. 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:
Pump
Pump
Station
Station
Firm
(Name or
Permit
Capacity,
Number)
No
MGD
StirrupIron
6.50
(A)
(B)
Design
Average
Approx
Daily
Current
Flow**
Avg. Daily
(Fins / pfl,
Flow,
MGD
MGD
2.6
1.142
(C)
(D)s(B+C)
(E)-(A-D)
Obligated,
Total
Not Yet
Current Flow
Tributary
Plus
Daily Flow,
Obligated
Available
MGD
Flow
Capacity***
0.454
1.596
1.004
* The Firm Capacity (design flow) of any pump station b 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)(4)(c) 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 < 0.
Downstream Facility Name (Sewer): Durham County Sewer
Downstream Permit Number: WQCS00038
Page 1 of 6
FTSE 10-18

Ill. Certification Statement,
I �Ap& %. C C c � W certify to the best of my knowledge that the addition of
the volumb of wastewater to 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 OfficialSignature
Title
Page 2 of b
FrSE 10-18

Cover Lefler
DATE: May 12, 2020
TO: North Carolina Department of Environmental Quality
NOl�VA YH A Raleigh Regional Office -Water Quality Section
1628 Mail Service Center
Civil Engineers Raleigh, NC 27699-1628 IVCD�ptOf.8nvironmentalI-�
Planners `l unlit
Landscape Archilecls �� y
FROM: Matt Jones, PE L 2 0 2020
SUBJECT: Fast Track Sewer Application Raleigh Regional p f
edEx Freight Transfer Facility - Public jee
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 99 feet of a new public sewer line that serves a proposed private system that will
be permitted separately. The flow is assigned to the private system. The following
items have been included with the application package:
• 1 Cover Letter
• 1 Original FTA
• 1 Copy of FTA
• 1 Check for $480.00
• 1 Flow Tracking/Acceptance Form
• 1 Copy of USGS Map
• 1 Copy of Street Level Map
North Carolina
16 Consultant Place, Suite 20t
Durham, NC 27707
p 919.490-4990 f 919-49"953
Tennessee
Post Office Box 970
Harrison, TN 37341
p 423-266-4990