WQ0036090_Regional Office Historical File Pre 2018

Beverly Eaves Perdue
Governor
NCDENR
North Carolina Department of Environ en t and Natura Resources
Division of Water Quality
Charles Wakild, P E. Dee Freeman
Director Secretary
August 13, 2012
Mr. Tim J. Drake, Vice -President Engineering
Norfolk Southern Railway Company
1200 Peachtree Street, NE
Atlanta, GA 30309-3579
Subject: Permit No. WQ0036090
Charlotte Intermadal Facility
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr. Drake:
In accordance with your complete application received on August 1, 2012, we are forwarding
herewith Permit No. WQ0036090, dated August 13, 2012, to Norfolk Southern Railway Company, for
the construction and operation of the subject wastewater collection system extension, This permit shall
be effective from the date of issuance until rescinded, and shall besubject to the conditions and
limitations as specified therein. This cover letter shall be considered a part of this permit and is
therefore incorporated therein by reference.
Please pay particular attention to Permit Condition 3, which requires that the wastewater
collection facilities be property operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted August 1, 2000, as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional Engineer in the application„ It shall be the
Perrrlittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Mooresville Regional Office
Location. 610 East Center Avenue, Susie 301, Mooresville, NC 28115
Phone,. (704) 663-'1699 \ Pax: [phone]
Internet: http.//portal.ncdenr.org/webiwq
An Equal Opportunity \ Affirmallve Action Employer — 50% Recycled/1 O % Post Consumer paper
One
North Carolina
�aturallij

pr
Mr. Tim J. Drake
August 13, 2012
Page Two
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted for the construction and operation of approximately 330 linear feet of 8-inch gravity sewer, 195
linear feet of 6-inch gravity sewer, a 0.00165 MGD pump station (32 gpm@79' TDH), a 0.00075 MGD
pump station (37gpm@76' TDH), 2528 linear feet of 2-inch force main, and the discharge of 2,400
gallons per day of collected domestic wastewater into the City of Charlotte existing sewerage system in
conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February
12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted August 1, 2000, as applicable; and other supporting data
subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the McAlpine Creek
WWTP (NPDES No. NC0024970) prior to being discharged into the receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written_ petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need. additional information concerning this matter, please contact Mr. Michael Parker at
[phone].
Electronic copies:
Cc:
Sincerely,
for Chuck Wakild, P.E.
Erin Hall, Mecklenburg County Development of Water Quality
Willis Horton, Mecklenburg County
Duane Sharrer, PE, The Schneider Corporation
Barbara Gross, CMU
Mooresville Regional Office, Collection System Permit File
Surface Water Protection Central Files
PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted August 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for
the operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an
individual permit is not required, the following performance criteria shall be met as provided in 15A
NCAC 2T .0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2E...0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

4. This permit is not transferable. In the event there is a desire for the wastewater collection
•facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in, an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 2T .0116, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
August 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at, the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
2

b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report, Overflows and spills occurring outside normal business hours may also be
reported to the Division of Ernergency Management at telephone number [phone] or
[phone], Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence, This report shall outline the actions taken or
proposed to ensure that the problem does not recurPart II of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 13th day of August, 2012
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
vI--
,f6r Chuck Wakild, RE., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0036090
3

Permit No. WQ0036090
August 13, 2012
OwnerIWQCS
Tim J. Drake, VP Engineering
Norfolk Southern Railway Company
1200 Peachtree Street, NE
Atlanta, GA 30309-3579
PE
Duane Shaffer, PE
The Schneider Corporation
8901 Otis Avenue
Indianapolis, IN 46216
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if
portable generator(s) or storage greater than longest past three year outage reliability option selected)
for any pump stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form.
Permit modifications are required for any changes resulting in non-compliance with this permit,
regulations or minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly
recommended that this certification be sent in a manner that provides proof of receipt by the
Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (0 periodically, ❑ weekly, ❑ full time) the construction of the Charlotte
lntermodal Facility, a Mecklenburg County project for the Permittee, hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 2T; the Division of Water
Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted
November 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
4

0
1I
z
0
'ib,
LISE THE TAB KEY TO MOVE FROM FIELD TO FIELD,
1. OwnerlPermittee:
la. Norfolk Southem Railway Company
Full Legal Name (company, municipaGity, HOA, utility, etc.)
E�
Signing Official Name and Title (Please review 15A NCAC 2T .01
The legal ent ty who will own this system is:
Individual ❑ Federal 0 Municipality 0 Stet
id. 1200 Peachtree Street, NE
Mailing Address
1 f. GA
State
1 h. 404.529,1252
Telephone
2. Project (Facility)
2a. Charlotte Intennodal Facili
Brief Project Name (permit wil
/. Contact Person:
Kent F, Schu P.E. Proj�
Name and Affiliation of Someon
3b. 31 7,826.7380
404..529,1371
Facsimile .,
itan:
fer to
is name)
b) for authorized signing officials!
ounty © Private Partnership Corporation 01 k.~e qr.( cify):
Di vui.K)N OF VVATRR
le. Atlanta
City
1g, 30309-3579
Zip Code
ij
E-mail
2b. Mecklenburg
ounty Where Project is
ct Designer, The Schneider Corporation
ho Can Answer Questions About this Application
3c, [e-mail]
Phone Number
Project is ►4' New ❑ Modificati
n to
2. Owner is 0 Public (skip to item 8(3))
2a, If private, applicant will be:
E-mail
odification, Permit No,:
go to Item 2(a))
2b. If sold, facilities owned by a
►:+ Retaining Ownership (i.e, store, church, single office, etc.) or
Leasing units (lots, townhomes, etc. - skip to item B(3))
Selling units (lots, townhomes, etc. - go to item B(2b))
Charlotte -Mecklenburg Utilities
Owner of Wastewater Treatment Facility (VMITF) Treating Wastewater From "fhis Project
❑ Public Utility (Instruction. C)
❑ Homeowner Assoc,/Developer (Instruction D)
4b
Name of WWTF
'5a. Charlotte -Mecklenburg
Utilities Reserving S
Owner of Downstream Sewer
8. The origin of this wastewater is (check all that apply):
❑ Residential Subdivision
0 Apartments/Condominiums
Mobile Home Park.
❑ School
Restaurant
Office
Gravi
ze L Force
❑ Retail (Stores, shopping
❑ Institution
❑ Hospital
❑ Church
0 Nursing Home
❑ Other (specify): Fuel Station and
Service Garage
nters)
Volume of wastewater to be el)oceti or}Derrnitted for this particular project:
"Do not include future flows or pfrevlously permitted allocations
If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this
0 Flow has already been allocated in Permit No.
Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
Downstream Sewe
100 % Domestic/Commercial
% Industrial (attach
I description.)
(RO: contact your Regional Office
Pretreatment staff)
°% Other (specify):
00. gallons per day
FTA 12/07

z
0
f)
Z
Q
2
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value In Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
Administration building with 30 employees (3 shifts with 10 employees each) 25ga1/employee/shift = 750 gal
echanicat/Crew building with 60 employees (3 shifts with 20 employees each) 25ga1/employeeishift = 1,500 gal
ocomotive dump station (3 tanks per day) 50 gal/tank = 150 Qat
Total zz 2,400 gal
l0. Summary of Sewer Lines to be Permitted (attach additional sheets tf necessary)
Size (inches) Length (feet)
S" PVC lateral to property line 195 feet
" PVC gravity sewer in public
New Gravity or Additional
Force Maln
0 feet
New Grav'it
New Gr
Summary of Pump Stations wi assoclated Force Mains to be Permitted (attach additional sheets as necessary)
ump St, rtion Location ID ©llT)f (self chosen • as shown on plans/map for reference
Design Flow
(MGD)
Operational Poin
GPM @TDH
79'
Power Reliability Option
- permanent generator MATS;
2 portable generator w!MTS
in Size
Force Main Length
00 t.F
Pump Station Location ID NORTH
Design Flow Operational Poin
(MGD)
GPM @TDH
.00071
7 gp6TDH
(seat' chosen - as shown on piansirnap for referen
Power Reliability Option
- permanent generator wiATS;
2 - portable generator w1MTS
Force Main Size
Force Main Length
Pump Station Loca'
Design Flow
(MGD)
n ID (self chosen - as shown on plans/map for ref
Operational Poin
GPM @TDH
Power Reliability Option
- permanent generator MATS;
2 - portable generator w1MTS
Force Main Size
Force Main Length
12. Will the wastewater flow in the proposed sewer sines or pump stations be able to be directed to another treatment facility?
Yes No If Yes, permit number of 2nd treatment facility
RO if "yes' to 6,12 please contact the Central Office PERCS Unit)
. Does Me sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and For
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
Yes 0 No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
F'TA 12/0 7

14. Have the following permits/certifications been submitted for approval for the system or erect to be served?
Wetland/Stream Crossings - General Permit or 401Certification' 0 Yes 0 No + N/A
Sedimentation and Erosion Control Plan? i$I Yes 0 No 0 N/A
Stormwater? Yes [i No 0 N/A
Does this project include any high priority lines, (see 15A NCAC 02T .0402 (2)1 involve aerial lines, siphons, or interference
manholes)? These lines will be considered blob priority and must be checked Once every six months
Check if Yes: 0 and provide details
Owner/Pernni
Certification. (Signature of Signing Official and Protect Name)
attest that this application for NSRR mien dal.Facility has been
is accurate and complete to the best of my knowledge, l 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. Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-215.68, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as weN as civil penalties up t 25,000 per violation..
ning
NGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF' THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY!
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
Date
Professional Engineer's Certification, (Signature of Design Engineer and Project Nam.)
Duane Sharrer, P. . attest that this application for NSRR Intermodal Facility . has been reviewed by
me and is accurate, complete and consistent with the information in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge. l 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 adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-21508, any person who knowingly
makes any false statement, representation, or certification in any application 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.
'2a. Duane Sharrer, P.E.
Professional Engineer Name
2b. The Schneider Corporation
Engineering Firm
2c. 8901 Otis Ave
Mailing Address
17-826-7100 2h. 317-825-72
Telephone Facsimile
IN ;2f. 21
State Zip
sha neidercorp. com
E-mail
©i�G
SEAL
030685
NC PE Seal Signature 8 [late
F i"A 12/07

CHARLOTTE-MCKtaNBU RCS
UTIU
April 30, 2012
Mr. Kent Schuch
The Schneider Corporation
8901 Otis Avenue
Indianapolis, IN 46216
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
NORFOLK SOUTHERN RR - CHARLOTTE INTERMODAL FACILITY
TAX PARCEL# 141-131-25
C-MU TRACKING# 800-12.547
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte -Mecklenburg Utilities agrees to accept the gravity sewage flow of 2,400 gallons per day (see
attached flow calculations) from this project for transmission to the McAlpine Creek Wastewater
Treatment Plant; NPDES permit number NCO024970, for treatment. This acceptance of flow is based on
the existing capacity of the designated publicly owned treatments works, Please see attached FTSE form,
Charlotte -Mecklenburg Utilities agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986, and The Water Supply
Management Plan, dated October 2005, (WSMP # 05.01702 & PWS ID # 0160010), on file with the
Public Water Supply Section of NCDENR. However, Charlotte -Mecklenburg Utilities cannot guarantee a
constant pressure or quality of flow.
Due to the involvement of other agencies and continuing growth of the water and sewer syster'n, the
ability to provide service for future projects cannot be guaranteed nor reserved, Connection to the
Charlotte -Mecklenburg Utilities system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water or sewer
systems, as the appropriate Local or State permits are required prior to construction. tt the appropriate
authorization to construct permits are not obtained and construction has not started wltl dd nee (1) year of
of
rescinded and a new
me at ('704) 432-5801,
Sincerely,
Barbara Gross
Engineering Assistant
New Services Section
ce static e ietfer, and aliment for an v service canne ction('sj has root been received
acceptance letter, ttai flow acceptance apprnva(sha
tudv must be made, if you have any questions, you may contact
CHARLOTTE-MECKLENBURG UTif»I `L S ,.
Engineering Division * New Services Section
www, cmutillties. c€rm
700 North Tryon Street
Charlotte, NC 28202
Ph: 704/432-5801
Fax: [phone]

PR,VECT:
LOCATION:
T$C NZ
DESCRIPTION FLOW CALCULATIONS
Total Aran # Pow
TcLaI Aran, Paw t+od a
Peaking Factor
Total Ptah Flow tgpet) r.
ausinusses, ct cca ar :eta s a�'a" shi3t
Lump 5tatirn A:pm xirnate y 3 tra,t )s oet day at 50 ezlic E silts nl
Acifir ;II3ttatien 5+Jartg 10 eerr411cptlrQs,Ishtft, 3 st+iftsfdav
�r!rchSnica{ f Craw u g = 70 e'rbitlyteslt,hift, 3 sh'Ets/dasy
7,3
CRC
DATE
DATE:
06F»L69VOL

Department of Enviro
State of North Carolina
ent and Natural Resources
Division of Water Quality
Flow TracLing/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07)
Project Applicant Name: The Schneider Corp©r ion
Project Name for which flow is being requested: N.or Soutnern. Raa iroad - nari stt :a az a i i• ity
More than one FTS'i-I0/07 may, be required for a single project 4 t1re owner of the WWTP is not responsible for al!
pump stations along the route of the proposed wastewater ow.
I. Complete this suction only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Sr*;ttin Creek, a ar
b. WWTP Facility Permit #_ NC0024970, NCO024945, NCcC497
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
10.40
66.8
0.0024
78.016
78.8%
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 Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firrn/Design) Daily Flow, MGD
ti+an Statement:
-ear. ; , , certify that, to the hest of my knowledge, the addition of tine
volume of w aaewater 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. 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 for which I am. the responsible party. Signature of this form indicates
acceptance of this ; water tlo...
gna(ure Date

CONNECT TO
EXISTING SANITARY MANHOLE
STREET VIEW MAP
2011, THE SCHNEIDER CORPORATION
LATITUDE:
35° 111 22" N
LONGITUDE:
80° 57' 29" W
1HE SCHNEDER CCRPORAIMA
Historic Fort I4cM co
8901 Otis Avenue
incimapdis, IN 46216-1037
Telephone: 317.825,7100
Fax; 317,11263200
www, schneldercap, cam
DATE:
05%P 0/12
DRAWN BY:
BDP
PROJECT NO+:
7302.003
CHECKED OY:
KFS
DRAWNG FILES:
T:\7x\7302\003\©wf;S\7302003_NSRelhiF A10E*NECT
NORFOLK SOUTHERN RAILROAD COMPANY
INTERMODAL FACILBTY SITE, CHARLOTTE, N.C.
J

TOPOGRAPHIC MAP
2011, THE SCHNEIDER CORPORATION
LATITUDE:.
35° 11'38"N
LONGITUDE:
80° 57' 32" W
Sdneider
THE SCHNEIDER CCRIVRAIXI4
H'stork Fart Hrrr+son
6901 Otis Awe
Indwnopolis, IN 46216-1037
Telephone; 317,826,7100
Fox: 317,826.7200
arwrw.schlTeideRcorp.com
OA
05/10/12
PPCT,SECT NOs
7302003
A
BY:
BDP
CHECKED BY:
KFS
NORFOLK SOUTHERN RAILROAD COMPANY
INTERMODAL FACILITY SITE, CHARLOTTE, N.C,
DRAINING FILES,
T; \nc\73o2\003 s\7 o2 cl F TE AP

FORM WSCAS-12/©7
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant, Name
Norfolk. Southern Railway Company
Project Name
NSRR Intermodal Facility, Charlotte, NC
Professional Engineer Name
Duane Sharrer, P.E.
Location
ID
Name of Waterbody'
UT to Coffey Creek
Engineering Firm. Name
The Schneider Corporation
County
Mecklenberg
River
Basin
Catawba
River Basin
Waterbody Stream
Index No.
11-137-4
unna'rted, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
l certify that as a Registered Professional Engineer in the State of
North Carolina that l have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief
PE Seal, Signature and Date
*** END OF' FORM WSCAS-12/07 ***
FORM: WSCAS-12/07
GIN¶-
11000
Waterbody
Classification
C
Page 1 of I
2C)

August 7, 2012
NCDENR
Morresville Regional Office
610 East Center Avenue
Mooresville, NC 28115
Re: NSRR Intermodal Facility
Grinder Stations and Force Main
NCDENR Approval Request
Charlotte, NC
Dear Permit Reviewer,
IN 46216 t,t 'zi Phase: 3 1326y,71.. 0
This letter is to transmit to your office the application and supporting documents required for a permit from
NCDENR to construct two small grinder stations and force mains to serve the proposed facilities at the
NSRR Intermodal Facility being constructed at the southern end of the airport property in the vicinity of
Byrum and West Road intersection. The 2 stations are on the NSRR property and will remain as private
facilities that serve only their needs. The total estimated flows from the 2 stations is 2,400 gpd when fully
occupied and in service.
If you have any questions regarding the above information please contact me by phone [phone] or
direct dial [phone]. Also my e-mail is kschuchcfcschnedercorp ,corn
Respectfully,
The Schneider Coworation
ent F. Schuch, P.E., IN
Senior Project Manager
Cc: File': t17k1730210031permits\ncdenrincdenr transmittaLdacx
Indian;
Tt,tt Fort Harr
West Lafayette, Itre iayta
13fa) r01,r,
Ankeny, Iowa

Permit Number WQ0036090
Central Files: APS SWP
08/13/12
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
michaef.parker
Coastal SW Rule
Permitted Flow
2400
Facility
Facility Name
Charlotte Intermodal Facility
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Norfolk Southern Railway Company Non -Government
Owner Affiliation
D F Julian
1200 Peachtree St N E Box 13
Atlanta GA 30309
Dates/Events
Orig Issue App Received Draft Initiated
08/13/12 08/10/12
Scheduled
Issuance
Public Notice Issue Effective Expiration
08/13/12 08/13/12
Regulated Activities Requested/Received Events
Office
Wastewater collection
Outfall NULL
Additional information requested
Additional information received
Waterbody Name Stream Index Number Current Class Subbasin