WQ0030754_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 6, 2006
Mr. David W. Treme, City Manager
City of Salisbury
Post Office Box 479
Salisbury, NC 28145
Subject: Permit No. WQ0030754
Lone Hickory Village Subdivision
City of Salisbury
Rowan County, North Carolina
Dear Mr. Treme:
In accordance with your application received on August 24, 2006, we are forwarding herewith
Permit No. WQ0030754 dated September 6, 2006, 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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.
Salisbury Regional Office 610 East Center Ave., Suite 301 Salisbury, NC 28145 Phone: [phone] Fax: [phone]
Internet www.ncwaterquality.org Customer Service: 1-877-624-6748
An Equal Opportunity/Affirmative Action Employer-50% Recycledll0% Post Consumer Paper
No a hCaro ina
,Naturally

Pr;
Mr. David W. Treme
September 6, 2006
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 to the City of Salisbury for the construction and operation of approximately 630 feet of 8-inch
gravity sewer, as part of the Lone Hickory Village subdivision project, and the discharge of 8,400
gallons per day of collected domestic wastewater into the City of Salisbury existing sewerage system,
pursuant to the application received August 24, 2006, and in conformity with 15A NCAC 2T .0200; 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's
Town Creek WWTP (NPDES Permit 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 Mr. Michael Parker at
[phone].
Sincerely,
for Alan W. Klimek, P.E.
cc: Mooresville RegionaI Office, Surface Water Protection (WWTP Permit No. NC0023884)
Darryl Wagoner, PE — Salisbury Engineering and Planning
Surface Water Protection Central Files
Marie Doklovic, 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 .0200; 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 .0227. 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 §143-215.1 C.
1

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 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 2T .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Salisbury
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 Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part 1 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 6'h day of September, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
fJ.
for Alan W. Klimek, .E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0030754
3

Fast Track Engineering Certification
City of Salisbury
Permit No. WQ0030754
September 6, 2006
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 the Lone Hickory Village
Subdivision, Rowan County 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
SALISBURY REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
SALISBURY NC 28145
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.

SALISBU
Y EN
ERING & PLANNING
516-A NORTH MAIN STREET • SALISBURY, NC 28144
August 23, 2006
DENR
Division of Water Quality
610 East Center Ave., Suite 301
Mooresville, N. C. 28115
RE: Sanitary Sewer Extensions to serve
Lone Hickory Village Subdivision
Rowan. County
Dear Sir or Madam:
DAARYL L. WAGONER, PE,
704-633-8550
uw ,.
AND NAT Un ALRE.
OORESW.",„
AUG 2 4 2006
T
Please find enclosed two applications for approval for the above referenced project.
Please advise immediately if additional information is required.
Sincerely,
Enclosures

prC
fPL
USE THE TA
City ofS
ATION
RA'lr"IT y SEIERS, PAP STATIONS, ANi FORCE MAINS
Full Legal Name (company, municipality, HOA, utility, etc.
1 b. David W. T
an
Signing dal Name and Title (Pleas
Num
ad by DWQ)
NCAC 2H ..0206(b) for authored signing officials!)
The legal entity who will own this system is:
0 Individual DI Federal Municipality 0 Stats/County 0 Private Partnership 0 Corporation Q Oth
d P, 0, Box 479
Mailing Address
if. NtC.
State
1 h, 704-638-5200
Telephone Facsimi
2. Project (Facility) lnl arnation:
2a, Lone Hicko y Villa a Subdivision
Name (permit will refer to this name
n:
Darryl Wagoner, Owner SE&P
Name and Affiliation of Someone Wino Can Ans
3b. 704-6 3-8550
Phone Number
1 i. 704-538- 4i
le, Salisbury
City
g 28145
Zip Code
dmiksalisburync.ov
E-mail
County 'Wher+e Project is Located
out this App
3c, seand,r roll
E-mail
It Modification, Permit No,:.
For modifications, attach a separate sheet clearly explaining the reason for the rodificatl
phase, changing line size/iength, etc.). Only include the moditted Information In this permit application - d
duplicate project information in 8(7) and B(10-11) that has already been included in the original perm
2. Owner is Public (skip to Item B(3)) © Private (go to Item 2(e))
PAGE 3
2a, If private, applicant will be. 2b, If sold, facilities owned by a (must choose one
0 Retaining Ownership (i,e, store, church, single oftce, etc,) or © Public Utility (Instruction III)
© Leasing units (lots, townhomes, etc, - skip to Item B(3)) [ Homeowner Assoc./Developer (instruction IV)
] Selling units (lots, townhomes, etc. - go to !tom B(2b))
City of Salisbury
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
Salisbury - Rowan WWTP (Town Creek Train) 4b. NO0023884'
Name of WWTF WWTF Permit No,
... City of Sal bury �'5b. Gravity 5c.
Owner of Downstream Sewer iReceiving Sewer Size 0 For Main Permit Number of Downstream Se
The origin of this wastewater is (check all that apply):
Residential Subdivision
© Apartments/Condominiums
0 Mobile Home Park
0 School
0 Restaurant
0 Office
Volume of wastewater
*Do not include prevlou
© Car Wash
© Institution
© Hospital
0 Church
0 Nursing Home
Other (specify):
his particular project:
locations
100 % Domestic/Commercial
% Industrial
% Other (specify):
ons per day
8, if the permitted flow is zero, indicate why:
j 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

-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
B. PERMIT
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item 13(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 supported with actual water or wastewater use data In accordance with 15A
NCAC 2H .0219(I)(3).
21 Lots x 400 GPD/unit W44 so d
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"
630'
Gravity
ENTER TOTAL LINE LENGTH IN MILES
0.12
11. 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
(MOD)
Operational Point
GPM (e TDH
Power Reliability Option
(1- dual line feed; 2- permanent generator wWATS; 3-
portable generator wltelemetry; 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
® Yes ■ No If no, please
variance
PERTINENT
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 0 No
►_< N/A
® Yes ■ No • N/A
• Yes 0 No 12 N/A
14. Does this project involve aerial lines or siphons?
These rines.w111 be considered hloh_odoriri ndmustkeshecketonce
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: ■
everv_skrponths
at minimum
than 1 O% flatter than
slopes? •
installed outside this tolerance should be
the minimum slope. Lines

-TRACK A"PCICATION for GRAVIT
PIJIP STATIONS, AND FORCE MAINS PAGE 5
1, 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
necess.:ry), This document is available from our web site or by contacting the appropriate Division of Water Duality
regional office (see instructions for addresses) 23 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;
0 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 10 on Map
(self chosen - as shown on
map for cross-reference)
Site
Apicant's C
Name of Waterbody Stream body
Waterbody County River Basin Index Ctaaal8oatlon
Crane Creek Rowan Yadkin 12-115-(2)
Submit the 8.5" x 1°t" COLOR topographic map as neuired in Instruction VI
of whether a classification Is provided!
no
I, David W Treme, attest that this application for Lome Hickory Village S/D hes 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 end that it all required supporting documentation and attachments are not included, this application peckege
is subject to being returned as incomplete, Note. In accordance with North Caroline General Statutes 143-21 5u 6A end
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, OM es wet/ as civil penalties up to
$25, 000 per violation.
1 a. i
Signing Official lgnatu
2. Professional Engineer's Certification;
I attest that this application for Lone Hkory i lege SiD has bean 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 prepered in accordance
with the applicable .regulations, Gravity Sewer Miniimum .Design Criteria for Gravty Sewers edopted February 12, 1996,
and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000
end 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 signifi"es that 1
have reviewed this material and have fudged 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 shell 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, Darryl L. Wagoner
Professional Engineer Name
2b. Salisbury Engineering & Plannin
Engineering Firrn
2c. 518-A North Main Street
ing Addr
2d, Salisbury
2e. N,C. 2f. 28144
City State
Zip
2g, 704-633-8550 2h, 704-633-8550 2i. seand •, aol,com
Telephone Facsimile
E-mail

one - The'eb`s Topographic Map
plir
a
0.3
.6
0.9
.2 0.4 0.6 0.8
k0�
1 mi
Map center is UTM 17 547579E 3945301N (WGS84/NA083)
Salisbury quadrangle
Projection is UTM Zone 17 NAD83 Datum
Page I of 1
http://www,topozone.com/print. asp?z=17&n=3945341 &e=547579&size—Y&symshow=n&d... 8/3/2006

Central Files: APS SWP
09/06/06
Permit Number WQ0030754 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A
Extensions
Primary Reviewer
michael.parker
Permitted Flow
Facility
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Lone Hickory Village Subdivision
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Rowan
Facility Contact Affiliation
Owner Name
City of Salisbury
Dates/Events
Owner Type
Government - Municipal
Owner Affiliation
David Treme, City Manager
PO Box 479
Salisbury
NC 28145
Orig Issue
App Received Draft Initiated
08/24/06
Scheduled
Issuance
Public Notice Issue
Effective Expiration
Regulated Activities Reauested/Received Events
Subdivision
Wastewater collection
Outfall NULL
Additional information requested
Additional information received
Waterbody Name Stream Index Number Current Class Subbasin

SALISBURYY ENGINEERING A. PLANNING
516-A NORTH MAIN STREET • SAL I URY NC 2.' 144
January 26, 2010
DE.NR
Division of WaterQuality
610 East Center Avenue
Suite 301.
Mooresville, NC 28115
RE: Lone Hickory Subdivision
Rowan County
Dear Sir or Madam:
DARRYL L. WAGONER, RE.
70,7-633-855Q
Please find. enclosed the record drawings for the Lone Hickory Subdivision sanitary sewer
line extension. This project is complete and is ready to be put into service. Please advise
immediately if additional information is needed by the Department of Environment and
Natural Resources.
y,
Enclosures

Fast Track Engineering Certification •
City of Salisbury
Permit No. WQ0030754
September 6, 2006 -
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
I, 1:::./stY-L r.A.Atrof,-YE.ge.ras a duly registered Professional Engineer, in the State of North Carolina, having
been authorized to observe (icappriodically, ❑ weekly, El full time) the construction of the Lone Hickory Village
Subdivision, Rowan'County 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:
y ti; it era., ,,
-----------
o . CARp',,,
;°- SEAL r
x 9572
fitiG
z
''�•., IN AG,a
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SALISBURY REGIONAL OFFICE
SURFACE WATER PROTECTION
61-0 EAST CENTER AVENUE, SUITE 301
SALISBURY NC 28145
The Permitt-,"•.'is responsible-fortrackingall 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.