WQ0034638_Regional Office Historical File Pre 2018

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
March 16, 2010
Mr. David Treme, City Manager
City of Salisbury
217 South Main Street
Salisbury, NC 28144
Subject: Permit No. WQ0034638
Trexler Branch Outfall
Wastewater Collection System
Rowan County, North Carolina
Dear Mr. Treme,
In accordance with your application received on March 10, 2010, we are forwarding herewith
Permit No. WQ0034638 dated March 16, 2010, 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rescinded, and shall be subject to the conditions and limitations as specified therein.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 properly 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 June 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
Permittee'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 Ave., Suite 301 Mooresville, NC 28115
Phone: [phone] Fax: [phone] \ Customer Service: 1-877-623-6748
Internet: http://portal.ncdenr.org/web/wq/horne/ro
NNoRhCarolina
Naturally

Mr. Treme
Page 2
March 16, 2010
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 to the Water and Sewer Authority of Cabarrus County (WSACC) for the construction and
operation of 977 linear feet of 12-inch gravity sewer, and the discharge of Zero gallon per day of
collected domestic wastewater into Salisbury -Rowan WWTP (Town Creek Train) existing sewerage
system pursuant to the application received March 10, 2010, and 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 June 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 Town Creek
Wastewater Treatment Facility WWTP (NPDES No.NC0023884) prior to being discharged into the
receiving stream.
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of the City of Salisbury. The City of Salisbury must utilize
whatever tracking tools necessary for planning additions of sewer flow in order to maintain
compliance with the WWTP permitted limits and the WQCS00019 permit requirements.
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 150E 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. Samar Bou-
Ghazale at [phone].
Sincerely,re
/
for Coleen H. Sullins, Director
cc: Mooresville Regional Office, Collection System Permit Files
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 June 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 2L .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.
1

4, This permit shall not be 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 shah be
considered on its merits and may or may not be approved.
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 cf 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 record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
Failure to abide by the conditions and !imitations contained in this permit; 15A NCAC 2T; the
Divisions 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
June 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.
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 (704) 663e1699 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
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.
2

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 Emergency 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 recur. Part 11 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 16th day of March 2010.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0034638
3

Fast Track Engineering Certification
March 16, 2010
Permit No WQ0034638
OwnerNVQCS
Permit No, VVQ0034638
March 16, 2010
Trexler Branch Outfall
City of Salisbury
217 South Main Street
Salisbury; NC 28144
PE
Christoper Tester, P.E.
Salisbury Rowan Utilities
1 Water Street
Salisbury, NC 28144
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 an hanges resulting in non cornpliancewith_th152errnit. re ulations 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 L
Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe ( periodically, El weekly, Li full time) the construction of Trexler Branch Outfall Sewer
Extension collection System, a Cabarrus County project for the Perrnittee, 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 June 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 ail 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

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! I Application Number: 1�I� 3
(to be completed by DWG) UO10
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1. OwnertPerm ittee:
1 a. City of Salisbury
Full Legal Name (company, municipality, HOA, utility, etc.)
1b. David W. Treme, City Manager
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
1 c. The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ElOther (specify):
1
Id. 217 South Main Street i1e. Salisbury
Mailing Address
If. North Carolina
State
1 h. [phone] ill. [phone]
Telephone Facsimile
2. Project (Facility) Information:
2a. Trexler Branch Outfall
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. Chris Tester, P.E. Salisbury -Rowan Utilities, Utilities Engineer
City.
lg. 28144
1 j.
Zip Code
E-mail
'2b. Rowan
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
[e-mail]
3b. [phone]
Phone Number
E-mail
1. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
2. Owner is ® Public (skip to Item B(3))
W
d
m
■
Private (go to Item 2(a))
2a. If applicant will be:
2b. If sold, facilities owned by a (must choose one)
private,
■ 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))
• Public Utility (Instruction C)
D Homeowner Assoc./Developer (Instruction D)
3. City of Salisbury
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
i
4a. Salisbury -Rowan WWTP (Town Creek Train) .4b. NC0023884
Name of WWTF WWTF Permit No.
i
5a. City of Salisbury
b. 18"
® Gravity
C.
}
Owner
6. The
of Downstream Sewer
origin of this wastewater is
ReceivingSewer
(check
all that
Size
apply):
❑ Force Main
� Permit # of
Downstream Sewer (instruction E)
100 % Domestic/Commercial
►1
•
Residential Subdivision
Apartments/Condominiums
• Retail (Stores, shopping centers)
■ Institution
% Industrial (attach
■
■School
•
•
Mobile Home Park
Restaurant
Office
❑ Hospital
■Church
■ Nursing Home
■ Other (specify):
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
7
Volume of wastewater to be allocated or permitted for this particular project: 0 gallons per day
8.
*Do not include future flows or previously 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 line
❑ Flow has already been allocated in Permit No.
►0 Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA 12/07

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%
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0
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0
5
cc
0
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2
re
W
a
I9. 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).
Proposed new sewer line construction consists of the realignment, and abandonment of an existing sewer line. No addition
flow amounts will be added to the current flow through the system to the WWTP.
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Line S-1, 12-inch diameter s.s.
Length (feet)
New Gravity or Additional
Force Main
977
New Gravity Sewer
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID
Design Flow
(MGD)
(self chosen - as shown on plans/map for reference)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w!ATS;
2 - portable generator wlMTS
Force Main Size
Force Main Length
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
Pump Station Location ID
Design Flow
(MGD)
Operational Point
GPM @TDH
(self chosen - as shown on plans/map for reference)
Power Reliability Option
1 - permanent generator w!ATS;
2 - portable generator w!MTS
Force Main Size
Force Main Length
12. Will the wastewater flow in the proposed sewer lines 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)
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
® Yes ❑ 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
FTA12/07

p!Prr14. Have the following permiticertifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings General Permit or 441Certifrcation? El Yes ❑ No N/A (see attached)
Sedimentation and Erosion Control Plan? ❑ Yes El No N/A
Stormwater? El Yes ❑ No N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: and provide details: Stream crossings to be high priority lines and checked once every six months
0
Owner/Perrnittee's Certification: (Signature of Signing Official and Project Name)
1, David W. Treme, City Manager, attest that this application for Trexler Branch Outfall has been reviewed by me and is
accurate and complete to the best of my knowledge. 1 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
143-215.6B, 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,
Signing cial Signature
Date
ENGINEERING 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
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Christopher W. Tester, P.E., attest that this application forTrexler Branch Outfall 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. 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
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 143-215,6B, 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. Christopher W. Tester, P.E.
Professional Engineer Name
2b. Salisbury -Rowan Utilities
Engineering Firm
2c. 1 Water Street
Mailing Address
2d. Salisbury
City
2g. 704-216-7554
Telephone
_.....2e. NC 2f. 2.8144
State Zip
2h. 704-797-4k145 2i. ctest alisburync.gov
Facsimile E-mail
NC PE Seal, Signature & Date
FTA 12rfifi7

r1ex1er
Branch Outfall Attachment (reference FTA12/07 #14):
There are two existing streams that the proposed Trexler Branch Outfall will cross under. The proposed
method for the crossing is to bore and jack an encasement pipe under both streams and little to no
disturbance to the existing streams are expected. The proposed design will allow the encasement pipe
of both crossing to be a minimum 20 inches below the existing stream beds.

State of North Carolina
Department of Environment and. Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —I 0/07)
Project Applicant Name: City of Salisbury
Project Name for which flow is being requested: Trexler BranchmQutfall
.More than one FTSE- l0/07 may he required for a single project i
pump stations along the route of the proposed wastewater ow.
ner ref tdre 1 f is not respofor all
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Salisbury -Rowan WWTP (Town Creek Train)
-b. WWTP Facility Permit : NC0023884
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
h. Percent of permitted flow used
All flows are in MGD
5.000
0.388
2.168
0
2.556
51.1%
II. 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.
(Firm/Design) Daily Flow, MGD
Crane Creek 1.196 1.029
Certification Statement:
I, Jeffrey Jones, P.E. — _, certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted inthis 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 1 and 11 for which lam the responsible party. Signature of this form indicates
acceae of this wastewater flow.
Signing Official Signature Date

VICINITY MAP
Salisbury, N.0
TREXLER BRANCh SEWER ©UTFALL
Sanitary Sewer Line S- I
Salisbury Rowan utilities
5aIi 'ury, North Carolina

Salisbury,
35080-F4
TREXLER BRANCII SEINER ©UTFALL
Sanitary Sewer Line S- I
Salisbury Rowan utilities
ury, North Carolina

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACH ATTACHMENT
FOR SEWER SYSTEMS
nt Name
City of Salisbury_
Professional Engineer
Christopher W. Test
Location
III
1
Name of Waterbody'
Crane Creek
2
Trexler Branch to Crane
Project Narn
Trexler Branch
eying Firm Name
Salisbury -Rowan Utilities
River Waterbody Stream Waterbody
Count Basin Index No. Classification
ROWAN YADKIN 2-115-(2)
ROWAN YADKIN 12 115(21
an Park Branch to
ROWAN YADKIN 12-115-(2)
If unnamed„ indicate "unnamed tributary to X", where Xis the named waterb
dy to which the unnamed tributa
1 certify that as a Registered Professional Engineer in the State of
North Carolina that 1 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
*** EN[) OF FORM WSCAS 1/0
01111
0 CA
FORM: WSCAS-12/07
Page 1 of 1

TREXLER BRANCOUTFALL
Sanitary Sewer Line S WSCAS- f 2/07
Salisbury Rowan utllltles
Salisbury, North Carolina

TO:
FROM:
DATE:
SUBJECT:
MEMORANDUM
NCDENR Mooresville Regional Office
610 East Center Avenue
Mooresville, NC 28115
Chris Tester, Utilities Engineer
March 8, 2010
Fast -Track Application (FTA 12/07) for Gravity Sewer, Pump Stations,
and Force Mains
Please find the attached documentation for the City of Salisbury Trexler Branch. Outfall
for Sanitary Sewer application processing.
Salisbury -Rowan Utilities
[phone] (Office)
[phone] (Cell)
[phone] (Fax)
email: [e-mail]
I Water Street
Salisbury, NC 28144
Telephone [phone]
Salisbury -Rowan Utilities Fax [phone]

Permit Number WQ0034638
Central Files: APS_ SWP_
03/16/10
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
Extensions
Primary Reviewer
samar. bou-ghazale
Coastal SW Rule
Permitted Flow
0
Facility
Facility Name
Trexler Branch Outfall
Location Address
Owner
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Rowan
Facility Contact Affiliation
Owner Name
City of Salisbury
Dates/Events
Orig Issue
03/16/10
Owner Type
Non -Government
Owner Affiliation
Richard L. Kelly
217 S Main St
Salisbury
NC 28144
App Received Draft Initiated
03/10/10
Scheduled
Issuance
Public Notice Issue
03/16/10
Regulated Activities R
Subdivision
Wastewater collection
Outfall NULL
Effective
03/16/10
uested/Received Events
Additional information received
Additional information requested
Expiration
Waterbody Name
Stream Index Number Current Class Subbasin