WQ0032371_Regional Office Historical File Pre 2018

Michael F, Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
October 31, 2007
Mr. David Treme, City Manager
City of Salisbury
215 South Main Street
Salisbury, NC 28144
Subject: Permit No. WQ0032371
City of Salisbury
Drummond Village, Phase 2
Wastewater Collection System Extension
Rowan County, North Carolina
Dear Mr. Treme,
In accordance with your application received on October 24, 2007, we are forwarding herewith
Permit No. WQ0032371, dated October 31, 2007, to the City of Salisbury 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet: www.ncmwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
No `hCarolina
atrrra!!J

Mr. Treme
Page 2
October 31, 2007
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 City of Salisbury for the construction and operation of approximately 4,505 linear feet of
8-inch gravity sewer and the discharge of 52,080 gallons per day of collected domestic wastewater into
the City of Salisbury existing sewerage system, pursuant to the application received October 24, 2007,
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 City of Salisbury
WWTP (NPDES No. NC0023884) 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 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 Dee Browder at (704)
663-1699.
Sincerely,
for Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit File
Michael Nicosia, The Schneider Corporation
Surface Water Protection Central Files
Tom Asenzo, 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.
I

I
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 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 record 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
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.
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 1'5A 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
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

I
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 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 31st day of October, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins�Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032371
3

Fast Track Engineering Certification
Permit No. WQ0032371
October 31, 2007
OwnerI.WJTP/WQCS
David Treme, City Manager
City of Salisbury
215 S. Main Street
Salisbury, NC 28144
PE
Michael Nicosia
The Schneider Corporation
8001 Arrowridge Blvd.
Charlotte, NC 28273
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 (❑ periodically, D weekly, ['full time) the construction of Drummond Village, Phase 2, a
Rowan 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 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 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.

TRACK APPLICATION for C:RAVITY PUMP STA"PIONS, AND FORCE AINS
GE 3
0
z
a
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner:
City of Salisbury
Full Legal Name (company, municipality, HOA, utility, etc.
David W. Treme, CityManager
Application Number:
(to be completed by DWQ)
Signing Official Name and Title (Please review 15A NCAC 2H .0266(b) for authorized signing officials!)
The legal entity who will own this system is:
❑ individual 0 Federal Municipality 0 State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
217 S. Main St.
Street Address
NC
State
1h. 704-638-5270 1i, 704-638-5232
Telephone Facsimile
2. Project (Facility) Information:
2a. Drummond Village. Phase 2
Brief Project Name (permit will refer to this name)
3, Contact Person:
3a, Michael W. Nicosia, PE (Sr. Project Mgr., Schneider Corp.)
1e, Salisbury
City
lg. 28144
Zip Code
E-mai
2b, Rowan
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
704-697-5914
Phone Number
3c. mnicosia@schneidercorp,com
E-mail_
of an existing perrnit) If Modification, Permit No.:
For modifications„ attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(14-11) that has already been included in the original permit.
2. Owner is Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a. if private, applicant will be:
Ej Retaining Ownership (Le. store, church, single office, etc,) or
0 Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Selling units (lots, townhomes, etc, - go to Item B(2b))
Ci
of Salisbu
Owner of Wastewater Tree
2b. If sold, facilities owned by a (must ch
Public Utility (Instruction III)
❑ Homeowner Assoc./Developer (Instruction IV)
ment Facility (WWTF) Treating Wastewater From This Project
Salisbury -Rowan WWTP ( Crane Creek Train
Name of WWTF
Salisbury -Rowan Utilities
b. 8" pvc _.
Owner of Downstream Sewer Receiving Sewer Size
The origin of this wastewater is (check all that apply):
Residential Subdivision
0 Apartments/Condominiums
❑ Mobile Home Park
0 School
❑ Restaurant
❑ Office
4b. NC0023884
WWTF Perrnit No.
Permit Number of Downstrea
0 Car Wash
El Institution
❑ Hospital
Church
❑ Nursing Home
0 Other (specify):
Volume of wastewater to be permitted in this project: 52,080 gallons per day
Sewer
known
Domestic/Commercial
_ % Industrial
% Other (specify):
If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
B. PERMIT INFORMATION (CONTINUED)
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(1)(3).
124 lots x 3.5 Bedrooms x 120 gal/lot/day = 52,080 gal/day (per 15A NCAD 2H.0219)
10. Summary of Sewer Lines to be Permitted (attach
.
Size(1.._.__....__.._....__.-.-._.___-....-_.__,.__.-___....._.._____.
nches)
additional sheets if necessary)
Length (feet)
Gravity or Force Main
(use the pull down menu)
8
4505
l
0.8532
ENTER TOTAL LINE LENGTH IN MILES
11. Summary of Pump Stations
Location ID
(self chosen - as shown on
plans for cross-reference)
to be Permitted
Design Flow
(MGD)
(attach additional sheets as necessary)
Power Reliability Option
Operational Point (1- dual line feed; 2- permanent generator wIATS; 3-
GPM @ TDH I portable generator w/telemetry; 4-wet well storage)
•
12. Does the sewer system comply
Mains (latest version), the
with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
reference the pertinent minimum design criteria or regulation and indicate why a
is requested:
SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
►I Yes • No If no, please
variance
SUBMIT TWO COPIES OF PLANS,
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
• Yes • No e N/A
® Yes • No ■ N/A
® Yes ❑ No • NIA
FTA 02/03 - Rev. 2 04/04

FAST-TR .+CK APPLICATION for GRAVITYSEWERS, PUMP STATIONS, AND FORGE MAINS
PAGE 5
Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen • as shown on Name of
map for cross-reference) Waterbody
Waterbody Stream Waterbody
County River Basin Index Classification
Submit the 8,5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
1, David W. Treme, attest that this application for Drummond Village, Phase 2 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 Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-215.69, 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 $25,0000`per violation.
Signing QfficiaV ignature
Professional Engineer's Certification:
! attest that this application for Drummond Village, Phase 2 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 certain portions of this submittal package may have been developed by other professionals, 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. Michael W. Nicosia, PE
Professional Engineer Name
2b, The Schneider Corporation
Engineering Firm
2c, 8001 Arrowridge Blvd..
Address
2d. Charlotte
City ew
2e. NC
State
2f. 28273
Zip
2g, 704-697-5900 2h, 704-697-5900 2i. mnicosia@_schneidercorp.com
Telephone Facsimile E-mail Seal, Si
FTA 02l`03 - Rev, 2 04/04

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Image courtesy of the U,S. Geological Survey
© 2004 Microsoft Corporation. Terms of Use Privacy Statement
http://terraserver mier r o .comlprintimage.aspx?T=2&S=1 « X=688&Y=4934 Z=17& .H 10/18/ E07

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•
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Page 1 of 1
Michael W. Nicosia
From: Michael W. Nicosia
Sent: Thursday, October 18, 2007 3:37 PM
To: 'Patrick Ritchie'
Subject: RE: Drummond Village - Water and Sewer Acceptance Letter
Patrick,
We will include this email with our Permit Application.
From: Patrick Ritchie [mailto:[e-mail]]
Sent: Thursday, October 18, 2007 2:50 PM
To: Michael W. Nicosia
Cc: Bryan Alston
Subject: RE: Drummond Village - Water and Sewer Acceptance Letter
There are no flow acceptance letters issued for PUBLIC mains they will be permitted in the name of
5RU and allocated to our facilities.
Patrick L. Ritchie, PE, CFM
City of Salisbury
Engineering Division
704-638-5203
10/18/2007

Permit Number WQ0032371
Central Files: APS SWP
10/31/07
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
dee.browder
Permitted Flow
52080
Facility
Facility Name
Drummond Village, Phase 2
Location Address
Owner
Owner Name
City of Salisbury
Dates/Events
Orig Issue
10/31/07
App Received
10/24/07
Draft Initiated
Scheduled
Issuance
Major/Minor Region
Minor Mooresville
County
Rowan
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
David
PO Box 479
Salisbury
Treme, City Manager
NC 28145
Public Notice Issue Effective Expiration
10/31/07 10/31/07
Regulated Activities R e ec ivEvents
Subdivision Additional Information requested
Wastewater collection Additional information received
Ouffail NULL
Waterbody Name Stream Index Number Current Class Subbasin

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
November 5, 2007
Mr. David Treme, City Manager
City of Salisbury
P.O. Box 479
Salisbury, NC 28145
Subject: Permit No. WQ0032380
City of Salisbury
Ashton Manor Phase 11
Wastewater Collection System Extension
Rowan County, North Carolina
Dear Mr. Treme,
In accordance with your application received on October 24, 2007, we are forwarding herewith
Permit No.WQ0032380, dated November 5, 2007, to the City of Salisbury 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 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet www.ncmwaterquality.org Customer Service: 1-877-623-6748
. An Equal opportunity/Affirmative Action Employer —50% Recycledll0% Post Consumer Paper
Nng or hCarolina
7aturally

Mr. Treme
Page 2
November 5, 2007
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 City of Salisbury for the construction and operation of approximately 1,496 linear feet -of`
8-inch gravity sewer and the discharge of 20,050 gallons lected domestic wastewater into
the City of lisbury exis in sewera e s stem, pursuant to the application received October 24, 2007,
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 Maihs 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 City of Salisbury
WWTP (NPDES No. NC0023884) 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 Samar Bou-Ghazale at
[phone].
Sincerely, /
171 13
for Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit File
Darryl Wagoner, Salisbury Engineering & Planning
Surface Water Protection Central Files
Tom Asenzo, 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 (Le.
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 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 record 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
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.
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
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 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 5th day of November, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032380
3

Fast Track Engineering Certification
Permit No. WQ0032380
November 5, 2007
Own er/WWTP/WQCS
David Treme, City Mng.
City of Salisbury
P.O. Box 479
Salisbury, NC 28145
Darryl Wagoner, PE
Salisbury Engineering & Planning
516-A North main 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 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 (❑ periodically, ❑ weekly, ['full time) the construction of Ashton Manor Subdivision Phase II,
a Rowan 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 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 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.

1
Y
Central Files: APS SWP
11/05/07
Permit Number W00032380
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
dee.browder
Permitted Flow
20050
Facility
Facility Name
Ashton Manor Phase 11
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Rowan
Facility Contact Affiliation
Owner Name Owner Type
City of Salisbury Government - Municipal
Owner Affiliation
David
PO Box 479
Salisbury
Dates/Events
Treme, City Manager
NC 28145
Orig Issue
11/05/07
App Received
10/25/07
Regulated Activities
Subdivision
Wastewater collection
Outfall NULL
Draft Initiated
Scheduled
Issuance
Public Notice Issue Effective
11/05/07 11/05/07
Expiration
Requested/Received Events
Additional information requested
Additional information received
Waterbody Name Stream Index Number
Current Class Subbasin

FAST -TRACK APPLICATION foar GItA ir'ITY SEWER, PIJ P STA
ONS, AND FORCE .MAINS
PAGE 3
USE THE TAB KEY TO MOVE FROM FIE
Full Legal Name (company,
1b, David W. Treme C an
Signing Official Name
The legal entitywho will
0 Individual Federal
0 1 d. P. O. Box 479
Mailing Address
•-- it. N.C.
1h
Number:
ed by DWQ)
Please review 1 A NCAC 2H .02QBitsi fir oath
n this system is:
Municipality CI State/County 0 Private Partnership 0 Corporation 0 Other (specify):
e. Sal bu
C
lg. 28145
State
704-638-5200 11. 704
Telephone Facsi
2. Project (Facility) Information:
2a. Ashton Manor Phase Il
8458
Brief Project Name (permit will refer to this n
3. Contact Person:
3a. Daryl Woner
Name and Ariiaon of Someone Who Can Answer Ou
3b, 7044-633-8550
Phone Number
1. Project is 1:+ New Q Modification
of an existing permit)
Zip Code
dmikk@salisburync.
E-mail
2b Rowan
v
County Where Project is Located
E-mai
If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. ending another
phase, changing line size/length, etc.). Only include the modified Information in this permit application - do not
duplicate project Information in B(7) and B(10-11) that has already been Included in the original permit
2. Owner i
Public (skip to Item B(3))
2a. If private„ applicant will
5a.
0 Private (go to Item 2(a))
2b, If sold, facilities owned by a (must choose one)
] Retaining Ownership (le.. store, church, single office, etc.) or
Leasing units (lots, townhomes, etc. - skip to item 8(3)))
© Selling units (lots, townhomes, etc. - go to /tarn 'b))'
8 The origin of this wastewat
of
ury
Residential Subdivision
0 Apartments/Condominiums
Q Mobile Home Park
Q School
0 Restaurant
0 Office
e ehring Sewer Size 0 For
check all that apply):
[] Car Wash
© institution
Q Hospital
0 Church
0 Nursing Home
0 Other (specify):
7. Volume of wastewater too Ile ailocat l 'fear tit s particular project
'Do not Include previously permitted
j Public Utility (instruction Ill)
0 Homeowner AssocJDeveloper (Inst
From This Pr
4b, NC 0023884
WNW Permit No.
It Number of Downstream Sc
if known)
1 QQ % Domestic/Commercial
% industrial
% Other (specify):
if the permitted flow is zero, indicate why:
© Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
a.
p
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Z
0
V11.
0
H
Q
2
Et
0
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2
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LLJ
a
DiPERTINENT
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
50 Residential Lots at 400 GPD/Lot and a storage building with 2 employees at 25 GPD c91 / U, j °v.„,,
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
Gravity or Force Main
(use the pull down menu)
8"
1495'
Gravity
ENTER TOTAL UNE LENGTH IN MILES
0.28
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on
plans for cross-reference)
Design Flow
(MGD)
Operational Point
GPM ® TDH
Power Reliability Option
(1- dual line feed; 2- permanent generator w/ATS; 3-
portable generator wlteiemetry; 4-wet well storage)
12. Does the sewer system comply
Mains (latest version), the
with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
reference the pertinent minimum design criteria or regulation and indicate why a
Is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
TO THE VARIANCE WITH YOUR APPLICATION
►Z< Yes • No If no, please
variance
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan? .
Stormwater?
0 Yes ❑ No
0 N/A
❑ NIA
0 Yes ■ No
• Yes • No 0 NIA
14. Does this project involve aerial lines or siphons?
These .fines.wiWbe.consideredhiuh priority and mustbechecked
15. Does this project have gravity sewer lines designed
Be aware that the Division will not accept installed lines more
corrected prior to submitting the Final engineering certification..
Check if yes: ❑
once_every six months
at minimum slopes? ❑
than 1096 batter than the minimum slope. Lines installed outside this tolerance should be

FAST-TRAC APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST TRACK SEWER SYSTEMS)" to collect and record the stream ciassificati©n data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
Z regional office (see instructions for addresses) OR indicate the following:
,.. © A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
0 A Stream Classification is not needed because the design does not depend tan wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody,
Location ID an Map
(self chosen as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
SITE GRANTS CREEK ROWAN YADKIN 12-110 C
la.
Submit the S.5" x 11" COLOR topographic map as rqulred in instruction VI
regardless of whether a classification
Appiicalit° Certification:
1, David W. Treme, attest that this application for Ashton Manor Phase 11 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. Note: In accordance with North Carona General St + utes 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 es well as civil penalties up to $25, 000 per
violation,
W
Signing Official Signature
Professional Engineer's Certification:
l o-F Z-b'1
Date
1 attest that this application for Ashton Manor Phase II 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 certain portions offoftb bmittalpackage
may have been developed by otherprofessionals, inclusion of these materials under my signal u ''and ' signifies that l
have reviewed this material and have judged it to be consistent with the proposed design. Note lance with NC
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false stater ant representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine .exc d $10 000 as
well as civil penalies up to $25,000 per violation, ��r.
2a. Darryl L. Wagoner
Professional Engineer Name
2b. Salisbury Engineering & Planning
Engineering Firm
2c. 516-A North Main Street
Mailing Address
2d, Salisbury
City
2e, N.C. 2f. 28144
State
Zip
2g, 704-633-8550 2h. 7t i-533- 155 2i. seand• +sttal,com
Telephone Facsimile
E-mail
Seal,

••r

TopoZone - Lincoln Heights (subdivision), USGS .Rowan Mills (NC) Topo Map
Page 1 of 1
0 0.3 0.6 0.9 1.2 1..5 km
0.2 0.4 0.6 0.8 1mi
UTM 17 544969E 3945381N (NAD27)
Lincoln Heights (subdivision), USGS Rowan Mills (NC) Quadrangle
Projection is UTM Zone 17 NAD83 Datum
http:/fwww.topozone.corn/print,asp?lat= 335.653U4&Icon -80 50323&size-=1&symshow=n&.... 9, '200