WQ0041272_Application (FTSE)_20191025

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
I5A NCAC 02T .0300 — FAST TRACK: SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: tAU 0 / (to be completed by DWR)
All Items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: CSX Transportation (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
❑ Federal ❑ Slate/County ❑ Municipal
3. Signature authority's name: Mark D. Austin per 15A NCAC 02T; 0106(b)
Title: Corporate Secretary
4. Applicant's mailing address: 502Water Street. 141h Floor
City: Jacksonville State: FL Zip: 32_ 202-
5. Applicant's contact information:
Phone number. 904-3167 Email Address: Mark [e-mail]
11. PROJECT INFORMATION:
❑ Privately -Owned Public Utility C
❑ Other
1. Project name: Carolina Connector Intermodal Rail Terminal Sanitary Sewer Plan
2. Application/Project 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: Edgecombe
4. Approximate Coordinates (Decimal Degrees): Latitude: 36,0211° Longitude:-77.7637'
5. Parcel ID (if applicable): 3863-71-6244
(or Parcel ID to closest downstream sewer)
HT. CONSULTANT INFORMATION:
1. Professional Engineer. Matthew J. Stypula License Number 047486
Firm: Evans, Mechwart. Hambleton & Tit on. Inc
Mailing address: 5500 New Albany Road
City: Columbus State: QH Zip: 43054-
Phone number: 14 7754369 Email Address: ms _ulaQemht.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
L Facility Name: Tar River Wastewater Treatment Plant Permit Number. NCO030317
Owner Name: City of Rocky Mount
V. RECEIVING DOWNSTREAM SEWER INFORMATION or different than WWTF):
1. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size. 21 inch
System Wide Collection System Permit Numbers) (if applicablg): WQCS—Lc�
Owner Name(s): City of Rocky Mount
k�
1`0
44
.00
(E
FORM: FTA 04-I6 Page I of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. 1f the Applicant is a Developer of lots to be sold. has a Devel a 's OnglaIlLonal Agreement (FORM: DEV been attached?
❑ Yes []No ®N/A
3. If the Applicant is a Home-Tropegy_ Owners' Association, has an Operational Agreement (FORM: HO,A) been attached?
❑ Yes []No ®N/A
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 Pool /Clubhouse
❑ Food and drink facilities ❑ Church
® offices / factories ❑Swimming Pool/Filter Backwash
Businesses /of
❑ Nursing Home ® Other (Explain in Attachment)
5. Nature of wastewater: °/a Domestic/Commercial 22 % Commercial
78 % Industrial (Sce 15A NCAC 02T .0103(20))
I �h Is there a Pretreatment Program in effect? ® Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 14 ? ❑ Yes ® No
> If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(n) Daily Design Flow
INo. of Units
Flow
General Business and Office Facility 25 gal/employee
120
3000 GPD
Service Stations 250 gal/plumbing fixture
21
5250 GPD
t�
gal/
GPD
gal/
GPD
gal/
GPD
gay
GPD
Total
8250 GPD
a See 15A NCAC 02T .0114tb)• (d). (e)(1) 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 east 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 flaw rates for establishments not identified [in table I SA NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
S. Wastewater generated by project: 8250 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):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1200
PVC SDR26
8
600
PVC SDR35
S
600
PVC AWWA C-400
➢ Section H & 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
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) - 02T 0305 & MD(- (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) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(I ):
❑ Standby power source or pump with automatic activation and telemetry -15A NCAC 02T.0305 (h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
D 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(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 timetirames, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
I. Does the project comply with all separations found in 15A NCAC 02T .0305(,) & (e) ® Yes ❑ No
15A NCAC 02T.0305 contains minimum separations that shall be nrovided for sewers stems:
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 (horizontall
10 feet
Reclaimed water Iines Kvertical - reclaimed over sewer
18 inches
Reclaimed water Iines horizontal - reclaimed over sewer
2 feet
"Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class II 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 see item IX.2
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
AnX basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interce for drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
> I SA NCAC 02T.03QRO contains alternatives where separations in 02T.0305(f) cannot be achieved.
D "Stream classifications can be identified using the Division's XC Surrace Water c tion we a e
t if noncompliance with 02T.0305(n or(a), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ NIA
See the Division's draft separation requirements for situations where separation cannot be meet
t 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 setbacks found in the river basin rules per I5A NCAC 02B .0200? ® Yes ❑ No ❑ NIA
This would include Trout Buffered Streams per 15A NCAC 213.02Q2
4. Does the project require coverage/authorization under a 404 Nationwide or ® Yes ❑ No
individual permits or 40I Water Quality Certifications?
Information can be obtained from the 401 & Buffer p itt' Branch
5. Does project comply with 15A NCAC 02T.010 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.
❑ Yes ® No ❑ NIA
➢ 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:
I. Does the submitted system comply with 15A NCAC 021, the 1Vlin9nwrn D z9gn Criteria.for Oe Pe_rmiiring of rMa Statiatra
and Forc"ains (latest versionh and the Qmvky sewtr iytWoo Dclign Criieris i hae %I-Yvr1vW as applicable?
® Yes ❑ No
IfNo, complete and submit the VariancelAllernative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the reouest Is reauired prior to submittal of the Fast Track AnrNation and sunnortine documents.
2. Professional Engineer's Certification:
I, M Armra,s �� 1;-rYeuZA attest that this application for
(Professional Engineer's name from Application Item 11I.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and 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 far the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain 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 143 215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a nne not to exceed 1;10,000, as well as civil penalties up to 025,000 per v'-'-`--
North Carolina Professional Eoglneces seal, signature, and date:
3. Applicant's Certification per
NCAC 02T .0106(b):
(Signature Authority's name
w,ru,vu. ,�tlllt�rl
O�;O�Ess/p'• ti /�
u SE, =
04141
B
�+ Its • ioQJ�:
��ir/rtnt10 iz-11-n
Lr f f If'J attest that this application for
has been reviewed by me 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 that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand 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, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE -- In accordance with General Statutes 143-215.6A and 143-215.613 any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S10,000 as well as civil penalties up to $25,000 per violation.
Signature: _ _ Date- l
FORM: FTA 04-16 Page 5 of 5

0
North Carolina Secretary of State Search Results
Pale 1 of 2
- 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
Business Corporation
Legal Name
CSX Transportation, Inc,
Prev Legal Name
Seaboard Air Line Railroad Company
Prev Legal Name
Seaboard Coast Line Railroad Company
Prev Legal Name
Seaboard System Railroad, Inc.
Information
Sosld: 0130612
Status: Current -Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 7/29/1946
Fiscal Month: December
State of incorporation:
VA
Registered Agent: CT Corporation System
Addresses
Reg Office Reg Mailing Mailing
160 Mine Lake Ct Ste 200 160 Mine Lake Ct Ste 200 500 Water Street
Raleigh, NC 27615-6417 Raleigh, NC 27615-6417 Jacksonville, FL 32202-4423
Principal Office
500 Water Street
Jacksonville, FL 32202-4423
https://www.sosnc-gov/online _services/search/6usiness_Registration-Results 10/24/2019

North Carolina Secretary of State Search Results
Page 2 of 2
Officers
Assistant Secretary
Steven Armbrust
500 Water St
Jacksonville FL 32202
General Counsel
Nathan Goldman
500 Water St
Jacksonville FL 32202
Controller
Angela C. Williams
500 Water Street
Jacksonville FL 32202
Stock
Class: 99 SEE CERT
Shares: 0
Par Value 0
Corporate Secretary
Mark D. Austin
500 Water Street
Jascksonville FL 32202
Chief Financial Officer
Frank Lonegro
500 Water St
Jacksonville FL 32202
President
Jim M. Foote
500 Water Street
Jacksonville FL 32202
Treasurer
Sean R. Pelkey
500 Water Street
Jacksonville FL 32202
https://www.sosne.gov/online_services/search/Business Registration_ResuIts 10/24/2019

Engineers, Surveyors, Planners, Scientists
NC Dept of Environmental Quality
October 24, 2019 OCT 2 5 2019
Raleigh Regional Office Water Quality Section Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
Subject: Carolina Connector Intermodal Rail Terminal Sanitary Sewer Plan
Dear Sir/Madam,
Enclosed is a fast track application for the construction of a sanitary sewer for service to the proposed
Carolina Connector Intermodal Rail Terminal in Rocky Mount, NC. The project proposes the construction of
2400 linear feet of 8-inch sanitary sewer to serve the Administration Building and two maintenance buildings
associated with the new Carolina Connector Intermodal Rail Facility that is being constructed by CSX and
NCDOT. Discharge from the maintenance areas will be treated by an Oil Water Separator prior to
discharge into the sewer system. The 8-inch sanitary sewer has a minimum design slope of 0.40% and a
maximum slope of 0.50%, with drops installed as required by the design standards. This project will meet
the minimum design requirements for separation, utilizing alternative design criteria where wetlands are
within 50' of the sewer by specifying pipe meeting water main standards. The 8-inch sanitary sewer has
additional capacity for future expansion and development.
We are requesting approval for the installation of the proposed sanitary sewer. Enclosed is a check for the
fee and an original and copy of all submittal document's including the Fast Track Application, Flow
Tracking/Acceptance Form, and Site Maps (USGS and Aerial).
If you have any questions or need additional information, you can reach me at m5typulgkd1 emhr.corn or (614)
775-4369.
Thank you,
4
Matthew J. Stypula, PE
Senior Project Manager
5500 New Albany Road, Columbus OH 43054 - Phone [phone] - Fox 614.775.4800

NC Dept of Environmental Quality
Transmittal
TO:
Engineers, Surveyors, Planners, Scientists
FROM -
OCT 2 5 2019
Raleigh Regional Office
North Carolina DEQ
Name:
Matthew Slypula, PE
Raleigh Regional Office
Water Quality Section
Dale:
October 24, 2019
3800 Barrett Drive
Job No.:
2018-0935
Raleigh, NC 27609
Subject:
Carolina Connector Intermodal Rail
[phone]
Terminal Sewer Application Submission
We are sending via: ❑ Courier
❑ Sharefile ❑ Other online file storage:
❑ U.S. Mail ® Fed. Ex ❑ Email attachment
The following items: ® Copies ® Originals ❑ CAD Files ❑ PDFs ❑ [Other]
Copies
Date
Number of
sheets
Description / Filenames
2
10/24/19
1
Submittal Letter
1
10/16/19
1
Check for Fee
2
10/24/19
2
Checklist
2
10 17 19
5
Fast Track Application
2
10/24/19
2
CSXT NC Corporation Documentation
2
10 15 19
6
Flow Tracking Acceptance for Sewer Extension
2
10/24/19
1
USGS Map
2 1
10/24/19 1
1
Aerial Street Map
These are transmitted as checked below:
® For Approval ❑ For Your File ❑ As Requested C For Review and Comment
❑ For Execution/Signatures ❑ [Other]
Remarks:
If you should have any questions or need additional information, please do not hesitate to contact me
directly at 614-775-4369 or via email at [e-mail].
Copies:
file
For EMH&T:
Z / '4--
Aotthew' J. ypula, PE
If enclosures are not as noted, kindly notify us of once
5500 New Albany Road, Columbus, OH 43054 • Phone 614,775,4500 • Fax [phone]
CaA n*ut • Chvlolfe
emht.Com

State of North Carolina
'{ Department of Environmental Quality
JWRI- Division of Water Resources
Dirisirnn of water ittsour f s Flow TrackinglAcceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: _CSX Transportation
Project Name for which flow is being requested: Carolina Connector lntermodal Rail
More than one ME may be required far a single project if the owner of the W{YTP is nat responsible for all pump
stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: City of Rocky Mount - Tar River Regional WWTP
b. WWTP Facility Permit #: NCO030317
All flows are in MGD
c. WWTP facility's permitted flow 21.00
d. Estimated obligated flow not yet tributary to the WWTP 0.531
e. WWTP facility's actual avg. flow 10.83
f. Total flow for this specific request .008
g. Total actual and obligated flows to the facility 11.369
h. Percent of permitted flow used 54.138%
11. 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)
Design
Pump
Average Daily
Station
Firm Flow*"
(Name or
Capacity, " (Firm { pf),
Number)
MGD MGD
(B)
(C)
Obligated,
Approx.
Not Yet
Current Avg.
Tributary
Daily Flow,
Daily Flow,
MGD
MGD
(D)=(B+C) (E)=(A-D)
Total Current
Flow Plus
Obligated Available
Flow Capacity`
* The Firm Capacity 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 pealing
factor (pf) not less than Z.S.
*** 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): Tar River Regional
Downstream Permit Number: NC 0030317
Page 1 of 6
FTSE 04-16

i
j
Ill. Certification Statement: ��Il�gw 6'a r - CZ�
t certify to the best of my knowledge that the addition of
the volume 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 I1 plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
Signing
/G r,s-r,�
Date
Page 2 of 6
FTSE Q4-I6

\ROLINA CONNECTOR
INTERMODEM RAIL
TERMINAL
SANITARY SEWER PLAN
MCANING STAR CHURCH RD
T
�ZIL
L
CIO 45
t} � � %� , ' III`
Ex. 10" Son.
EX. 27" Son.
X_27" n
C)
\—;Prop. Connection 0
to Existing Sewer 0
4to Ex,,srng.Se
1 W
—Prop. B" Son.
10
GRAPHIC SCALE
0 Soo 2000 2000
4riC9 F
1 inch = 1000 feet

CAROLINA CONNECTOR
INTERMODEM RAIL
TERMINAL
SANITARY SEWER PLAN
—� as117
p -,,Ex. F SO1' Son,
Ex. 27" San.
• —� �i 30" San_
Prop. Connection to Existing ewer :*
Prop. 8" San!
oCemfk�
127
`aGr !1 Prop. 8" San.
A
r!
a
{�3 ==z==
rr
li'll
frf/��-
) .
i� X. 27 San.
;.n
19
F
n
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y GRAPHIC SCALE
a Soo 1000 2000
1 inch =1000 feet

Transmittal
`tell
Engineers. Surveyors, Planners, Scientists
FROM-
24CDept of Pr vironfientai Quality
DEC 1 2019
Raleigh Region.! off
ea
Ted Cashion
North Carolina DEQ
Name:
Matthew Stypula, PE
Date:
December 11, 2019
Raleigh Regional Office
Water Quality Section
3800 Barrett Drive
Job No.:
2018-0935
Raleigh, NC 27609
[phone]
Subject:
Carolina Connector Intermodal Rail
terminal Sewer Application Submission
We are sending via: ❑ Courier ❑ U.S. Mail ® Fed. Ex ❑ Email attachment
❑ Shorefile ❑ Other online file storage:
The following items: ® Copies ® Originals ❑ CAD Files ❑ PDFs ❑ [Other]
Copies
Date
Number of
sheets
Description / Filenames
2
12/11 /19
9
Fast Track Application signed by officer of CSX
These are transmitted as checked below:
® For Approval ❑ For Your File ® As Requested ❑ For Review and Comment
® For Execution/Signatures ❑ [Other)
Remarks:
As requested in your email, attached is a revised application form signed by an officer of CSXT as filed
with the NC Secretary of State office. If you should have any questions or need additional information,
please do not hesitate to contact me directly at 614-775-4369 or via email at [e-mail].
Copies:
fife
For EMH&T:
Matthew f Stypula, PE
If enclosures are not as nosed, kindly notify us at once
5500 New Albany Rood, Columbus, OH 43054 • Phone [phone] • Fax 614 775A8W
coue+bus - CtKzbne
ernht com

Cashion, Ted
From:
Brad Kerr <[e-mail]>
Sent:
Thursday, December 05, 2019 11:31 AM
To:
Cashion, Ted
Cc:
Robinson, Jason; Donald Perry; Brenton Bent
Subject:
[External] Re: CSX Carolina Connector Intermodal Rail Terminal fast track sewer extension
application
Externatemaii. Do notaildk links or open attadiments unless you vetify. Send all!suspiaous email as -an attadhment to'"
freoor.•t.5oam{]nc,Rov -- -- _ J
I signed the form and we agree to accept the waste. Sorry we failed to complete the name blank in the
certification statement.
From: Cashion, Ted <[e-mail]>
Sent: Wednesday, December 4, 2019 5:08 PM
To: Brad Kerr <[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: CSX Carolina Connector lntermodal Rail Terminal fast track sewer extension application
Hi Brad,
We are reviewing the fast track sewer extension application from CSX. The proposed flow for this project is 8250 gpd
and will include an oil/water separator discharge to the sewer. It appears that a Rocky Mount employee signed the
attached FTSE form for this project.
We are not sure who signed the form for the City. We are just confirming with you the name of the City employee who
signed the formed, and that the City agrees to accept the waste.
Thanks Brad.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609

Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
-----Original Message -----
From: [e-mail] <[e-mail]>
Sent: Wednesday, December 04, 2019 3:02 PM
To: Cashion, Ted <[e-mail]>
Subject: Scanned from 2nd Floor Xerox
See attached document
Attachment File Type: pdf, Multi -Page
Multifunction Printer Location: machine location not set
Device Name: Xerox 5955 2nd Floor
Multifunction Printer IP Address: 10.251.193.234
•Or

Cashion, Ted
From: Stypula, Matt <[e-mail]>
Sent: Wednesday, December 11, 2019 9:57 AM
To: Cashion, Ted; [e-mail]
Cc: Robinson, Jason; Deck, Erin M
Subject: [External] RE: Carolina Connector Intermodal Rail Terminal Sanitary Sewer Plan fast track
sewer extension application
Attachments: CCX Sanitary Application.pdf
xternal email. Do notdli* links or open attachments unless you'veFN. bend all suspldiWs �lall a"n attachment to
fret]4fx—Fidamr, rFC.i QV
Ted,
Attached is the scan of the revised application. I will have the hard copy overnighted to your attention.
Thanks,
Matt
Matthew J. Stypula, PE
Senior Project Manager - Roil Division
Associate
Registered Professional Engineer n AL. GA. MN MD. NC. OH, SC. N WV
INXIMU
EMHBT Engineers, Surveyorsr Planners, Scientists
55DO New Albany Road, Wumbus, OH 43054
v. 614,775.4369 1 c. 614.769.2291 1 mstvpula@gn)ht.com
emht.com
From: Cashion, Ted <[e-mail]>
Sent: Thursday, December 5, 2019 1:49 PM
To: [e-mail]; Stypula, Matt <[e-mail]>
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: Carolina Connector Intermodal Rail Terminal Sanitary Sewer Plan fast track sewer extension application
We are reviewing the subject application. We checked the NC Secretary of State's website for CSX Transportation, Inc.
to verify Mr. Hisrich is authorized to sign the application for CSX Transportation, Inc. in accordance with the Division's 2T
rule below. Mr. Hisrich is not listed as an officer with CSX, and the application did not include delegation of signature
authority for Mr. Hisrich to sign the application. Please re -submit the application with an appropriate signature, or
provide delegation of authority in writing as noted in (c) below, and Item 1.3 of the application.

1; A CAC' (I?T .0106 SLBNIISSICII OF PERTIIT APPLICATIONS
S
(a) Perlllit appllcatloll'71. Sllpportill'a 111forllla[loll. aild proce�.'lllg fee; for perillit" 1st
with the Division. _applications for 1)e1-1111tr, fi-0111 a Dlvl;�itlll-approved local penil tt
the lOcal pr0aralll director, Dlvi�ioll perllllt l)i'OCZ��111'? fees 11a11 llot Ue 1'eClllll'Zd
local perlllitting pro!zraIlls.
(b) Perlllit applications .;hall be sigiled a; follciw';':
(1) ill the case of colporatioll'�, by a principal executive officer Of at 1
hi; a1tt1101-iZed repre4elltative:
(2) ill the case of a partller`llip or a lilllited p.lrtne-I- llii.). by a velleral
1.)) ul the ca;e of a sole proprietorship. by the proprietor:. Y
(4 ill tile cage of �i 11111IlicipA. `Mite. of 0t11er public entity. by eit
official ill the lliLlle�'t level of elected office. 0r caller authorized c
(c ) Delegation of autllorltV to Silil perllllt applieatiollz, to taller aittliolized employ
pt��ltloll ;hall be provided ill writilig to the Dlvlsioll 011d S1!_necl fit- all authorized pc
tlli, Rule.. The delegatloll may be fol' a -�peclfic pe17lllt appllcat'oll tll foI' t�el'talll or
The letter s11all idelltif�- the extent Of delegati011.
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashion(@ncdenr.gov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
f51
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