WQ0037783_Regional Office Historical File Pre 2018

Water Resources
Environmental ()cal
September 20, 2018
Heath Jenkins, Town Manager
Town of Stanley
P.D. Box 279
Stanley, NC 28164
ROY COOPER
Governor
MICHAEL S. REGAN
Seureviry
LINDA CULPEPPER
inter Oire.-tor
Subject Permit No. WQ0037783 MODIFICATION
Town of Stanley
Stanley Sewer Interconnect Phase 2, aka
Wastewater Collection System Rehab.
Wastewater Collection System Extension Permit
Gaston County
Dear Mr, Jenkins:
In accordance with your application received September 7, 2018, we are forwarding herewith Permit No,
WQ0037783 MODIFICATION dated September 20, 2018, to the Town of Stanley (Permittee) for the
construction and operation upon certification of the subject wastewater collection system extension. This
permit shall be effective from the date of issuance until rescinded, shall void Permit No. WQ0037783
issued January 4, 2016, 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.
This permit was originally issued on June 15, 2015, but was modified on January 4, 2016 to increase
capacity of both proposed pump stations and modification in the project alignment. This current
modification is for 6065 linear feet of 8-inch gravity sewer and 550 linear feet of 10-inch gravity sewer to
replace old lines tributary to this system. No new flow is being added.
Please pay particular attention to the following conditions contained within this permit:
Condition Variance approval related to gravity sewer and manhole separations. See Condition 1,1
for additional details.
Condition 3: No wastewater flow shall be made tributary to the subject sanitary sewer system until
the Stanley Sewer Interconnect (Permit Number: WQ0036829) is constructed,
operational, and the engineer's certification has been received by the Division.
Condition 11,1 This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4:
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.
Compares—,,_
state of' North Carolina Enviirortmemal Walel Resources 5 Fc J ilin. Regional Orittrimions
Mootessil le ReOitriai Office 610 East Center- Asienati Sun 301 ! Niltiorestl Pitt North Curolna 281
')4 649

It shall be the responsibility of the Permittee 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 §143-715.6A through §143-21S.6C,, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.,
if any parts, requirements, or atins 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 burn the form of a written petition, conforming to Chapter 1508 of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N
27699-6714, Unless such demands are made, this permit shall be final and binding,
If you need additional information concerning this matter pease contact Barr
or via e-mail at barry,lovencdenragov.
Sincerely,
()ebb fled. by:
Al CC6 1 F 74 ..
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ:
c: R.I. Mozeley, P.E. (e-copy)
Regional Office Fries
Water Resources Central Files
PERCS (e-copy)
eat(70A4j23ro 2143

Environmental
Quality
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
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
Town of Stanley
Gaston County
for the construction and operation of approximately 6,065 linear feet of 8-inch gravity sewrer, 550 linear
feet of 10-inch gravity sewer and 12,330 linear feet of 12-inch gravity sewer; a 725—gallon per minute
pump station (Meadow Pump Station) with duplex pumps, on -site audible and visual high water alarms,
telemetry, and a permanent generator with automatic transfer switch; as well as approximately 7,300
linear feet of 8-inch force main; a 310 gallon per minute pump station (Buckeye Pump Station) with duplex
pumps, on -site audible and visual high water alarms, telemetry,, and a permanent generator with
automatic transfer switch; as well as approximately 7,100 linear feet of 6-inch force main; all part of the
Stanley Sewer Interconnect Phase 2 project, and the discharge of 200,000 gallons per day of collected
wastewater into the Town of Stanley's and Two Rivers Utilities existing sewerage system, pursuant to the
application received December'7, 2015, and in conformity with the project plans, specifications, and other
supporting data subsequently filed and approved by the Department of Environmental Quality and
considered a part of this permit.
This permit was originally issued on June 15, 2015, but was modified on January 4, 2016 to increase
capacity of both proposed pump stations and modification in the project alignment. This current
modification is for 606.5 linear feet of 8-'inch gravity sewer and 550 linear feet of 10-inch gravity sewer to
replace old lines tributary to this system. No new flow is being added.
This permit shall be effective from the date of issuance u
conditions and limitations contained therein.
DocuSigrned by:
by Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Nurnberg
Permit Issued:
Treatment Facility.
WQ0037783 MODIFICATION
September 20, 2018
Long Creek WWTF (NC0020184)
inded and shall be subject to the specified

SUPPLEMENT TO PERMIT COVER SHEET
Town of Stanley is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Two Rivers Utilities Long Creek
Wastewater Treatment Plant in accordance with Permit Number NC0020184.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; 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 Profession& Engineer in
the appiicat:ion. It shall be the Permittee's responsibility to ensure that the as -constructed project meets
the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below,
I. SPECIAL CONDITIONS
A variance is granted for the construction of gravity sewer and associated manholes referenced on
the construction plans that do not meet separation requirements associated with 15A NCAC
02T.0305(f), Construction for these items shall adhere to the plans and specifications. [15A NCAC
02T .0105(n)]
2, This per -hall become voidable unless the agreement between the Town of Stanley and Two Rivers
Utilities for the collection and final treatment of wastewater is in full force and effect. [15A NCAC
02T.0304(h)]
No wastewater flow shall be made tributary to the subject sanitary sewer system until the Stanley
Sewer Interconnect (Permit Number: WQ0036829) is constructed, operational, and the engineer's
certification has been received by the Division, [15A NCAC 02T .0116]
II. STANDARD CONDITIONS
1. 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
4

supporting mztehW^asmay beappropriate. The approval ufthis request shall 6econsidered onits
merits and may ormay not beapproved. [15AN[A[UZT0IO4,-G.S143-2I5.1(d3))
Z. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; ISA N[AC2T; 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 l, I000 as applicable,- and
other supporting materials unless specifically mentioned herein, [15& NCACO2T.OIl0)
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15AN[A[02T.01IO]
4. The wastewater collection facilities shall be properly maintained and operated at all dnnes. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these t»d|b\es as required by 15A N[AC 2T.0401 if an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T 0108(b)i:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
toland nrsurface waters, and toprevent any contravention of groundwater standards o/surface
water standard-,,.
b, A map of the sewer syster-ri shall be developed and shall be actively maintained.
c. An operation and maintenance p|mo including pump station inspection frequency, preventative
maintenance schedule, spore parts inventory and overflow response has been developed and
implemented.
d. Pumpstations that are not connected toa telemetry system shall brinspected every day (ie.365
days per year), Pump stations that are connected toatelemetry system shall be inspected at
least once per week.
e. High -priority sewer lines shall beinspected zt lea`tuncepereverysix-monthsmndmspechonsanr
documented,
f, A general observation of the entire sewer system shall be conducted at least once per year.
{� Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15AN[A[I8.0506(a), and public notice shall be provided as required by North Carolina
General Stmtu1eg143-2l5.l[
h, A Grease Control Program is in place as
1� For public owned collection systems, the Grease Control Program shall include at heat
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors atex|stngestablishments, The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.

2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more'often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
Documentation shall be kept for Subparagraphs (a) through (i) of this Ruefor a minimum of three
years with exception of the map, which shall be maintained for the life of the system,
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24
hours, 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 SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this 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; and submitting
Part of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part of Form C5-S50 (or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S, 143-215.1C(a1)]
6. 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. (15A NCAC 02T.0108(b)j
7, 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. 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.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles
of Incorporation, Declarations/Covenants/Restrictions, arid Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
6

.
Acomplete certification isone where the form is fully executed and the supporting documents are
provided asapplicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views ofsewer Qncy & force
mains) ofthe wastewater collection system extension. Final record drawings should beclear on
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control sett�nOs, pump station buoyancy, wet well storage.,
surge protection, detention time inthe wet well, and force main, ability to flush |om/ points in
force mains with a pump cycle, and downstream sewer capacity analysis. If portable power
source or pump is dedicated to multiple stations, an evaluation nfall the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes,shall beprovided.
c. Changes tothe project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
inthe space provided, mrinwritten summary form,
Prior toCertification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe �ength increases of10%o,greater, increased flow,
pump station design capacitydesiQn increases mf5Y6 or greater, and increases in the number/type of
conneccions)'regulations, orthe inimumDesign Criteria, Requested modifications orvariances to
the Minimum Design Criteria will be reviewed onacase'by-oausbasis and each units own merit.
Please note that variances to the Minimum Design Criteria shouW be requested and approved during
the permitting process prior to cnn$ructiom. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activahmn.[15A NCA[OZT.0Il5|
8Gravity sewers installed greater than ten percent below the minimum required slope perthe Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shaH not be certified until
corrected. if there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with hrrn supporting documentation.
This shall bedone through a permit modification with fee. Such variance requests will be evaluated
onncase'by-casebasis. Resolution of such request shall beevident phortmcompleting and submitting
the construction certification, [l5AN[A[O2T.OIO5(n)]
9� A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities, [15A ND\[02T�0l16]
lO. Failure koabide bythe conditions and limitations contained \nthbpennit;15AW[A[2T; the Division's
Gravity Sewer Design Criteria adopted February 13' 1996, as applicable; the Division's KXim|mvm
Design Cr\tehafor the Fast -Track PcrmittingofParnpItahnnandFprceMainsadopted]uneI'2O0U
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division' inaccordance with North Carolina General Statutes §143-2I5.6Athrough §I43-21,5,6['
construction of additional or replacement wastewater collection facilities, and/or referral of the North
7

[aroiina-licensed Professional Engineer tuthe licensing board. [15ANCA[02T.0I84; 15A N[A[02T
11. 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.
[1SANC&[OZTM1Q;l5AM[AC 02T.0I08(b)]
12. The issuance ofthis permit shall not exempt the Pemnitteefrom complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division mrany other Federal, State' ofLocal government agencies. JG.l I43'
13. The Permittee shall provide for the pump station and force main the following items, -
a. Pump Station Re|iabifty {15A NCAC0ZT.03O5(h)(l));
l. Pump stations, except when exempted by Subparagraph (j)(2) of 154 N[A[ 02T,0385,
shall be designed with multiple pumps such that peak flow can be pumped with the
largest pump out mfservice.
2, A standby power source or pump is required at all pump stations except for those pump
stations subject toSubparagraph (j)(2)ufI5AN[ACOZT.OSOS, Controls shall bmprovided
to automatically activate the standby source and signal an alarm condition.
3, As an alternative to Part (c) for pump stations with an average daily design flow less than
15,800gaHons per day ascalculated using I5A NCA[82T.O1I4' a portable power souroe
or pumping capability may be utilized. it shall be demonstrated to the Division that the
portable source is owned or contracted by the pernnittee and is compatible with the
station. if the portable power source or pump is dedicated to multiple pump stations, an
evaluation of all the pump stations' storage capacities and the rotation schedule of the
portable power source orpump, including travel timeframes'shall beprovided inthe case
of multiple station power outage,
4. As an alternative to Pau (\i) for pump or vacuum stations connecting a single building to
an alternative sewer system' wet well storage requirements shall be documented to
prmvide24'hourS' worth of wastewater storage or, exceed the greatest power outage
over the last three, years orthe documented response time to replace failed pump,
whichever is greater. Documentation shall be required pursuant to the permit
application,
b. AN pump stations designed for two pumps or more dnaU have atelemetry system to provide
remote notification ofaproblem condition to include power failure and high water alarm. (15A
c. High water audio and visual alarm. [25AN[ACO2T.0385(h)(1)(F)l
d. Pump stations shall have apermanent weatherproof sign stating dhepwmpr,admnidend6er,24-
hou/ emergency number and instructions to call in case of emergency. [I5A N[A[ OZT

Screened vents for all wet wells. [15A NCAC 02T .03050h0(3)1
The public shall be restricted access to the site and equipment. [15A NCAC 02T 305(h)()}
Air relief valves shall be provided at all high points along force rHams where the vertical distance
exceeds ten feet. [15A NCAC 02T .O3 5(h)(5)}

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Town of Stanley
PERMIT #: WQ0037783 MODIFICATION
PROJECT: Stanley Sewer Interconnect Phase 2, aka Wastewater Collection System Rehab,
ISSUE DATE: September 20, 2018
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom,
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions, The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted,
PERMrrTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof,
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
as a duly registered Professional En neer in the State of North Carolina,
having been authorized to observe (Li] periodically, fl weekly, full time) the construction of the
project name and location as referenced above for the above 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 02T; the
Division of Water Resources' (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 w/signature & date:
Final 1 I Partial (include description
Certification Comments/Qualifiers (attach if necessary):
State 6f Noah ' Environmental QuaJi WateRtsouxct8. • Wax Quality Reg„N.o.nal. Oprxatloas
Mooresville Rtgionat Officti 60 East Cemer Avenue, W•te 101 M06resville, North Carolina 28115
704 663 1699

G111,*
S s {) 0 1 A -I E
September 6, 201.8
Mr. Corey Basinger, Environmental Regional Supervisor
Mooresville Regional Office -- Water Quality Section
NC Division of Water Infrastructure
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
RE: Protect No. CDBG-1 # 16-1-2928
Application and Documents Submittal
Wastewater Collection System Rehabilitation
Improvement Project
Town of Stanley, North Carolina
Dear Mr, Basinger:
On behalf of the Town of Stanley, we are pleased to submit the application and supporting
documents for the subject project. Enclosed are the following documents for your review and
approval:
One (1) original and one (1) copy of the Fast Track Sewer System Extension Application
Two (2) copies of Two Rivers Utility Flow Letter (in lieu of Flow Tracking Form)
One (1) check in the amount of 8480.00 for the application fee
One .(1) 8.5"xli." copy of a USGS Topographic Map of the project area
One (1) street level map of the general project area
The project generally consists of the replacement of approximately 6,060 linear feet of DIP
gravity sewer pipe, 200 linear feet of aerial DIP gravity sewer, 47 four -foot diameter manholes,
and 89 service connections, If you have any questions or comments related to this submittal, please
do not hesitate to contact us at [phone].
Sincerely,
McGill ASSOCIATES,
PA-
MATTHEW HANKS, El
Engineering Associate
Enclosures
Cc: Mr. Heath. Jenkins, Town Manager
1240 19 H 8I1RE1.912 LANE NW 1 HICKORY NORTH CAROLINA 28601 1 ph. 828.328.2024 EfcGILTLENGINEERS.c rtl

Division of Water Resources
State of North Carolina
Department of Environmental Quality
.Division of Water Resources
15.4. NCAC 021 .0300 — FAST 'r RACK SEWER SYSTEM EXTENSION APPLICATION'
VIA 04-1( & SLIPPORTING DOCUMENTATioN
Application Number:
7 a3
d.
o be comp:leteci by DWI')
,All items must be completed or the,anolication s 1I be returned
1.. APPLICANT INFORMATION:
I,. Applicant's name: Town (company, municipality, ROA, utility, etc.)
2„Applicant ype Li Individual !F.], Corporation n General Partnership
LI Privately -Owned P blie Utility
Li Federal State/Courny NI Municipal [I] Other
Signature authority's name: I4eath Jenkins per I 5,A. NCA(. 02 .„01.06th)
Title: '1"own .Manager
4. i\,ppligant's mailing address: ,P0 139,x:27s?
city: StanJeLy State: N(, Zip: 28164-
.5. Applicant's contact information:
.Phone number; [phone] Email Address: hjerikinsatownolstanlev.ora
RECENEDiNCDENtRoVVR
V'FOPOF
M OUR tiS FIEG1ONAL OF F ICE
lI ' /JEC.71 INTORAIVFION:
PrQiect iinc Wi.istowater Collection. tivistem Rehabilitation Improvement Prdeet
Application„"Projeetatu Lil Proposed (New Permit [3] Existing Permit/Project
If a moclification, provide the existing permit number: WQ0037783 and issued date.
.1 f new construction hut part of a master plan, provide the existing permit number: WQ00____
3. County where project i.s located: Glstoyi
4, .Approxiinate Coordinates (Decimal.Degrees): Latitude: .35..3iri97:1' Loxritude: -81,10013'
5. Parcel ID (if applicabie).
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFO RMATION:
Professional .Engineer: R„l, Mozeley License Number: 03H.3,2
Finn: ,N100.1.1 Associates
Mailing address: 1240 19Street Lane NAy
city: IlickoiN State: N,C Zip: 28(01-__
Phone MI mber: [phone] Email Address: trj.inc.iz.eleyY/linegjIlengineers.com
IV. 88 ASTEW AT ER TREATAI ENT 'fi,A.0 Y ()NWTF) I1 ORM AT ION:
L Facility Nainei I..„,ong Creek WWTP Permit Number: NC0020184
Owner N'ame,T)yo Rivers Jti1ti,
V. RECEIVING DOWNSTREAIVI SEWER INFO ItMA'rION (if different than WAVIFF
I. Permit Number(s), WQ0036829 Downstream (Receiving) Sewer Sie 12 e 1 inch
System Wide Col lectkm ,Slotem Permit NumberA5,11if WQCS0001 7 TRU
0 wrier Naine(5): Town of Stanley & 'll/wo Rivers Utilities
FOR \l: VI A 0,1-16
l'auc1 et 5

'w f. GENERAL RE. 9i1IRF\LLISTS
1. l r the Applicant is a Privately -Owned Public Utility, has a
Yes ENo
as a [)e•k It is f)relt,
[] Yes L]No ENIA.
plrcatrt is a llarntc`F'rarper€y__l)evr? .1... 4 soeiat rt [l.), nt gaerat€otta1 A reernent (FORM:1O \) beetattached?
❑ Yes ❑\o E;v/A
lithe < p. plict
dOrigin („&wastewater: (
Owned
utial Leased
crl / preschool
and drink lac
e:s r` rt t l i
0
Odic Convenience and islecess
naal
uraniun'.ser
Mary sac
been atta.hcd?
(::: ur Wash
C] Hotel and or 'le tel
Swinuanin4, Pool t
❑ wimmitagPool/Filter
[] Other (1? x
Nature of \ 'rite tie't`tter : 9 0 '"4„, e.;. tre:'C,:e trrmcrcial °'v Commere i• ul
94. Indu triad (See I5A tiC ' l'€ 2! .0.1.03(20 )
rt Pretreatment'Pro fsarr7 in e1feet°? [] Yes
Flat, a flow reduction been tupproved under 1 +,1 T+FC.A1 02Z._ 01 14r 1:' L] Yes E. No
1r yes. provirle.a copy of now recducti tt approval fetter
a
a ter generated by project
ant 1 ype (see t)2T Ol Ulf))
hob ilitation
Total 0 GPI)
ed?
nuent)
.5A yL'x? C 0f .(.)1 fdlhl, fd)m E� J(.. 1 a _L„JL' . 0r caveats to vvastewatea' a est tt blot f a"at.e (l.e., minimurta� ild� ��, per
tlaa° llitue, proposed unknown o tion reskkntirtl developriwnt uses; public access fa alitor. lcrc at cl tteurr hi li public use areas;
and residential property' located south or east of the Atlantic Intracoastal Waterway to be used as \ acaticrra rent, Is as defined
uta t:a.S. .:Y-41.
b Per 15A \C','\C" 0111" ,011LI(c1; cic.szu>rr floe i r
dekerttaitted usirtrl, a ailable flow data, water
r i:)o nor
If perm tt.
❑ Pump ,
alre set-
roie
adic:aute o 1
114)
l[in1ah1 1a1"C C 1C?iIwfshall be
ion patterns, and other measured data,
Sewer awhere, I1.ot•F will be permitted in subsequent permits that co meet to this li
ted in l'erinit Number:
C 1:l'IA04.16

tITII. GRA.VIT\° SEWER DESIGN CRITERIA If A plicable) - 02T .0305 & NI DC (Gravity Sewers):
1 • Summarize gravity ses er to he permitted:
Ove
MDC for Pert ....��x�
information related to n
minin
Material
(065
550 DIP
PUNIT STATION f1FSIG\ (R.I II'tRI4 (If APplicable)
COMPLETE• FOR EACH PUMP ST 1
Pump station number or name: NictN.
Approximate Coordinates (Decimal Degre :s)m atitndu:
Design flow of the pump station:
4, Operational p°in
ns gallons per d
:rritairts informttion related to design crite.
gnaw
allo ed and a violtation rrf the NII)C
05 & 11f)C (Pump Stations/Force ;Mains):
CLUDED IN THIS PROJECT
capac
he ptiiiip(s): gallons per minute at feet total dynamic head (1 DH)
Sumntarire tltc IFarce main to be pertnitt.c°d (for this :Pump Station)
(Ikes)
Power re-lirtbilihy
ri Standby power source or pin
Length (feet) Material
Required for all pump stations \ai0s .trt aaw erage d
Must be permanent to facility
Or if the pump station h;as an average daily ii ww loss
1
- I5A. NCAC 02F .OSCt5(h)(1,)(kS
r r\ tsoil t<•15,000 gallons per d s
"dale
E Portable power source ‘frith manual acti\°,aticart quid;-con.nectlon receptacle and telemetry - 15A NC.AC 02T
,030 i(h)(1)(C)
Or
➢e pumping unit IV
,e demonstrated tc
ipat ble with the st:a
portable powwea° sotarce or p'
cap„rcities and the ro
in the ease of multiple st
p
puan.p connection aiand iel
orC
is dedicated t niLdOl lc puntga siaations, rim cw=;
tkte portrshle pc?wsc r sc atr e i r 1 ursal; irw lssal'i
02T 00 305(1 0 }r,("
aft as
o,fall the burnt

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15.A NCAC 02T .03050:
1. Does the project comply with all separations found in 15A NCAC 021 .030510 &
15A NCAC, 021.0305(J) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Storm sewers and other utilities not listed below (vertical)
Water mains (yertical-water over sewer including in benched irenc'hes)
Water mains (horizontal)
Z Ves
Separation Required
24 inches
Reclaimed water lines (vertical - rech irned over sesei)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
*Any private or public %miter supply source:, including any wells., \ waters of Class I or
Class II impounded reservoirs used as a source of drinking water
**Waters classified WS (except \\ or WS-"V)., .B, SA, OR\\, IIQW, or S13 fromnormal
wateriigh e elevation) and wetlands (see item D(.2) 50 fee
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
10 feet
Any buildingiodation
An. basement
Top slope of embankment or cuts of 2 feet or more vertical beit41
systems and interceptor drains
' L2ools
Final earth grade (vertical)
y
10 feet
5 feet
10 feet
10 feet
5 feet
10 feet
36 inches
15A NCACO21.0305tg) contains alternatives ‘vhere separations in 02T.03051D cannot be achieved.
**Stream classifications can be identified using the Division's NC Surface Wafer C1sifigatiojs webpate
If noncompliance with 021.03051t)_ptig), see Section X of this application
2. Does the project co.mply with separation requirements for wetlands? (50 feet of separation) LI Yes 11 No Z NIA
> See the Division's draft separation requirements for situations where separation cannot be meet
> No .variance is required ir the. alternative design criteria specified is utilized in design and construction
• As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per .I5A NCAC 02B .0200? Yes. No TIA.
'Y 'This would include Trout Buffered Streams per 15A. NC' 213..0202
4. Does the project require coveragelauthorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications'?
> Information can be obtained from the 401 & Buffer Permittim, Branch
E Yes No
5, Does project comply \vit1-115A NCAC 02T.0105(c)(6) (additional permits/certifications)? Z Yes 0 No
Per 15A NC.AC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent perrnits (erosion and
sedimentation control plans, stormwater management plans, etc.),
6, Does this project include any sewer collection lines that are deemed "high -priority"?"
Per l5A NCA.0 0211,0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned -parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
Z Yes No
I-f yes, include an attachment with details for each line, including. type (aerial Inc. size, material, and location),
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per I.5A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM, 1TA 04-1.6 Page 1. of

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the .Permitting of Pump Stations
and Force Mains (latest version), and the Gravitv Sewer Minimum Desi on Criteria (latest version) as applicable?
Yes EliNo
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review, Approval of the request is required prior to submittal oFthe Fast Track 4plication and supjiortina documents*
2. Professional Engineer's Certification:
aie_117_
(Profession Engineer's name from Applicat
attest that this application for
has been reviewed. by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineerin.g calculations, and all other supporting documentation to the best of iny knowledge.. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
.Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum. Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these tnaterials 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 General Statutes 143-215.6A and 143-21.5.6B, any person who knowingly makes any. false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
„Applicant's ( eitiucafion per I5A ' .(7 02T „01060):
Signature .Authorit from Application Item 1.3.)
‘Ivid ifroz
SEAL
:
037947 r-
• ,
. •
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution, I will make no claim against the Division of Water Resources should a condition
of this permit be violated. 1 also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 1,13-.215.6A and 143 -21.5.6R, any person \vho knowingly makes any false
statement, representation,. or certification in any application package shall be guilty of a Cl.ass 2 misdemeanor, which may
include a tine no. .6, exceed. $10,000 as Las civil penalties up to S25,000 per violation.
Signature:
Date:
FORM: '1TA 04-16 Page 5 of 5

TWO VERS
We care TRU t0 our customers!
August 30, 2018
Heath Jenkins, Town Manager
Town of Stanley
Post Office Box 297
Stanley, North Carolina 28164
Subject: Wastewater Collection System Rehabilitation and Improvement Projec
CDIBG Project Number 16-1-2728
Dear Mr. Jenkins:
Two Rivers Utilities provides wastewater treatment services for The Town of Stanley. Two
Rivers Utilities and the Town of Stanley have entered into a Sanitary Sewer Service Utility
Agreement dated August 6, 2013 for the treatment of wastewater. The contract includes a
monthly maximum flow of 30,000,000 gallons. The current Average Daily Flow received from
the Town of Stanley is 316,555 gallons per day, The proposed Wastewater Collection System
Rehabilitation and Improvement Project consisting of the replacement of approximately 6,670
LF of 8-inch sewers will not add any additional. flow to the system.
The wastewater from the Town of Stanley will be treated at the Long Creek WWTP, NPDES
Permit Number NC0020184. The permitted capacity of the Long Creek WWTP is 16 MGD. The
current Average Daily Flow is 7.4 MGD.
Please contact me at [phone] if you have any questions or need additional information.
Sincerely,
Michael W. Bynum, PE
Planning & Research Manager
PC: RJ Mozeley, PE, McGill Associates
Craig Rosebury, Town of Stanley Public Works Director
Joe Albright, Director of Public Utilities
Stephanie Scheringer, Division Manager, Wastewater Treatment
File
P. O. Box 1748
Gastonia, N.C. 28053

Town of Stanley
Wastewater Collection System Rehabilitation improvement Project
USGS Topographic Map
Quadrangle 7.5 Min. Series 1993
UNITED STATES
DEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY
81'07'3p'.
22°30" ..
39149991
'Proposed Czravityr Sewer
Connecting Pointy
391
49! '042

WASTEWATER COLLECTION
SYSTEM REHABILITATION
IMPROVEMENT PROJECT
TOWN OF STANLEY
LEGEND
EXISTING SEWER TO REMAIN
PROPOSED SEWER REPLACEMENT
PROPOSED PROJECT AREA

Water Resources
F:rastrtart mend'al Quality
March 6, 2018
Mr. Heath Jenkins, Town Manager
Town of Stanley
P.O. Box 279
Stanley, NC 28164
SUBJECT: Final Engineering Certification Acknowledgement
Project: Stanley Sewer Interconnect Phase 2
Permit No, WQ0037783
Permittee: Town of Stanley
County: Gaston.
Dear Mr.:lenkins:
ROY COOPER
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on March 5, 2017.
Enclosed is a certification page for your records. A full review of the certification materials may
or may not be conducted, It is assumed that receipt of this certification indicates compliance with
all regulations, design criteria and the permit. However, if a full technical review is conducted,
you will be notified of any items of non-compliance.
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy tram your consultant, please contact.
them immediately to obtain a copy,
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable. Dorm PNOCF can be downloaded from
http:/,, portal.ncdenr.oiAg/web/wq/sti /ps/eslpl oe from the Collection Systems Applications page.
Should you have any, questions, please do not hesitate to contact me at (704) 235-214 3.
Sin
Barry Love
Environmental Specialist
cc: Mary Knosby, P.E., (TIDR Inc, 440 S. Church Street, Suite 1000, Charlotte NC' 28'
Central Files
MR()
Suite ut North CAW to,
1li,n�r��5� rll�� Rl11dV81
'" eat itr Compares,'-,.r....
ncurunaitentar Qu kst (ti4are CS l W'81u1-6l ylid.� e
x e r Ft`i Fast r,cntii?r i,uC.'SuU[C' .)t,"<! ; 44 n rt .iil North
7O4 663-1 a99

ENGINEERING CERTIFICATION
Permit No: WQ0037783
Project., Stanley Sewer Interconnect Phase 2
Issue Date: June 8,Z015
This project shall not be considered complete nor allowed to operate In accordance with Condition 7 of this permit
until the Division has received this Certification and all required supporting documentation, which Includes:
One copy of the project construction record drawings (plan & profile views of sewer lines & force mains)
of the wastewater collection system extension, Final record drawings should be clear on the plans or on
digital media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated
with after construction information and show required buffers, separation distances, material changes,
etc
Permit modifications are required for any changes resulting In non-compliance with this permit. A detailed
description for partial certifications should be, attached to this form along with any certification comments,
Certification should besubmitted hnamannerthatdmcument the Division's receipt. The Perm|ttee|sresponsible
for tracking all partial certifications Lip until a final certification is received.
PERmmsE'S CERTIFICATION
1, the undersigned agent for the P=rnittcc hereby state that this project has been constructed pursuant to the
applicable standards & requirements, the Professional Engineer below has provided applicable design/construction
Information to the Porrnittee, and the Permnhtee is prepared to operate ., ;a\ntain the wastewater collection
system permitted herein orportions thereof.
Da
ENGINEER'S Emsnvsew'SCcxnncxnum
|,d��yr��eredProfessional En�oeerhnthe State of No�hCanoUno,haung
been aw��mMWod tonbse�ve1fr4the
odicaUy, 0 weekly, ���uH Mme)the construction ofthe project name and
location as referenced obovabove Pennittee hereby state that, to the bet of my abilities, due care and
diligence was used in the observation of the following construction: of approximately 12,330 linear feet of 12-inch
gravity sewer; a 470+gmUmn per minute pump station with duplex pumps, on -site audible and visual high water
alarms, telemetry, and a permanent generator with automatic transfer switch; as well as approximately 7,300
linear feet of8'ynch force main; a 267 gallon per minute pump station with duplex pumps, on -site audible and
visual high water alarms, telemetry, and u permanent generator with automatic transfer switch; as well as
approximately 7,100 linear feet of 6-inch force main, and in conformity with the project plans, specifications,
supporting docurnents, and design criteria subsequently filed and approved. | certify that the construction: ofthe
above referenced project was observed to be built within substantial compliance and intent of the approved plans
and specifications.
North Carolina Professional Engineer's Seal w/iQnatume&date:
Final FlPartial (include description)
C�_��
'--� --
~...-
.�
'G/
'J' P
J—�� I_ JLV|�
Send the Completed Form & Supporting Documentation to the Following Address:
NCDENR/DVVRWATER QUALITY PERMITTING SECTION
WASTEWATER BRANCH —pERCSUNIT
1G17Mail Service Center
Raleigh, NC%76g9

^
March 2.2O18
Barry Love
Environmental Specialist
Water Quality Regional Operations SnoUnn
Division ofWater Resources
North Carolina Department of Environmental OUaUb/
Mr. Love,
The Town of Stanley, NC, is currently constructing the second phase of the sewer interconnect This
second phase includes the construction of two duplex submersible wastewater pump stations (Buckeye
and Meadow) that each include two submersible pumnps, precast wet well, precast valve veult, standby
genenahzr, electrical and te|emetry, site piping, and site work; approximately 3^800 LF of8'\N gravity
sewer replaced with 12'|Ngravity sewer; 8.00OLFmf12'|N gravity mawer�2.00OLFofG-|Nforce main
pipinQ,;and modifications todecommission the West Chestnut Pump Station.
We had previously requested a partial certification for the gravity line from STA 0+00 to STA 84+,56
Approval was given byNCOE{]onDecember 1.2817�
The partial request included approximately 8.500LFofgravity sewer from the West Chestnut Pump
Station to the tie-in to at the existing sewer interconnect pipe to Two Rivers which had been previously
constructed. In order to decommission the West Chestnut Pump StaUon, a aeomom of gravity sewer was
required bohave flow. This section of gravity sewer constituted frorn just below the West Chestnut Pump
Station at STA 84+56 (MH-31) to where the gravity line ties into the existing sewer interconnect atSTA
8+UO(existing manhole B22),
We are requesting the final WQ0037783 certification for the Stanley Sewer Interconnection Phase 11
During construction, testing ofthe system was performed and includes low pressure testing cfthe pipe,
vacuum testing of the manholes and spark testing of the manhole protective lining.
The as -built drawings supplied by the Contractor (Sanders Utility Construction Co., Inc,) have been
reviewed and are attached.
Should you have any questions or comments, please do not hesitate to contact me on my mobile phone
at7O3.3Q331g8.
Sincerely,
HDR Engineering, Inc, of the Carolinas
Bel|
// Construction Services Manager
Encl.: Am-Builta
Page 1 of 2

vlsuaI high water alarms, tel
approximately 7,100 linearfeet o
supporting documents, and design a
above referenced project was obser^
and specifications,
Permit No: W 0037783
Project: Stanley Sewer Interconnect Phase 2
issue Date: June a, 201i
This project shall not be
until the Maslen has recce ved tills ttftt ftlthn and ail
One copy of the project construction rectrrd draw
of the wastewater coitection system extension.,.
digital media (CD or DVD disk) and are defined as t
with after construction information and show required
etc.
Permit modifications are required for
description for partial certifications should b
Certifkat►on should be submitted in, a manner that �uarnenhs sr
for tracking all partial certifications up until a final certification is r+
QERrM ITTEE` allytiKATION
ordance wi
his
documentation, which Includes;.
profile views of sewer lines & force mains)
swings should be dear on the plans or on
drawings that are marked up or annotated
separation distances, material changes,
orbs recei
Igned agent for the Perrralttee, hereby state that this project
andards & requirements, the Professional Engineer below has pr
o the Perrnittee, and the Permlttee is prep • to o
system permitted herein or portions thereof,
Heath R.Jenkins, Town Manager
Printed Name, Title
The Permittee Is
brt constructed
tied apr ik desi
e
uant to the
tion
ion
Engineer In the State of North arnaitna, having
time) the construction of the prpjext raame and
that, to the best of my abeiti+ts, due ire and
tservation of the lotto vc+lrug constrhn titunw of approximately 12,330 linear feet t2µinch.
mp station with duplex pumps, on -site audible and visual high water
or with automatic transfer switch; as well as approximately 7,300
per minute pump station with duplex pumps, on -site audible and
permanent generator with automatic transfer switch; as well as
ce main, and in conformity with the project plans, speclf cations,
quently filed and approved. I certify that the construction of the
be built within substantial compliance and intent of the approved plans
North Carolina Professional Engineer's Seal w%signature & date:
© fines
Pr
ip
Send the Completed Form t Supporting Documentation to the
NCfENlt{'r WA WATER QUALITY PERMITTING SEGTiON
WASTEWATER BRANCH PERCS UNIT
1617 Mali Service Center
Raleigh, NC 27699
d

P/\TMCCKOKY
DUNALDKVAN' DER VA&KT
S'cc*ory
S. JAYZlM"&GRMAN
Water Resources
smv/xow,uvrLov^u,v
Heath Jenkins, Interim Town Manager
Town of Stanley
POBox 279
Stanley, N[28lG4
Subject: Permit No, VVO0037783Modification
Town of Stanley
Stanley Sewer Interconnect Phase Z
Wastewater Collection System Extension Permit
Gaston County
Dear Mr. Jenkins,
In accordance with your application received Decernber 7, 2015, we are forwarding herewith Permit No,
VVQ0037783, dated January 4, 2016, to the Town of Stane/y (permhtee) for the construction and
operation upon certification of the subject wastewater collection systern extension. This permit shall be
effective from the date of issuance until rescinded, shall void Permit No. VV[0037783 issued June 15,
2015 and shall be subject to the conditions and limitations as specified therein. This cover letter and
supplement shall be considered a part of this permit and are therefore incorporated therein by
reference.
Permit modification to increase the capacity of both proposed stations and modifications in project
m|iDmmen1.
Please pay particular attention to the following conditions contained within this permit:
Cnndihuni1: Variance approval related togravity sewer and manhole separations, See Condition iI
for additional details,
Condition 1.3: No wastewater flow shall be made tributary to the subject sanitary sewer system until
the Stanley Sewer Interconnect (Permit Number: VVQ80]6829) is constructed,
operabooa|, and the engineer's certification has been received by the Division.
Condition U.1: This permit shall not be automatically transferable; a request must be made and
approved.
CmndbionU/4:
Requires that the wastewater collection facilities bcproperly operated and maintained
inaccordance with l5ANCA[2T.04ASorany individual systemn'vvide collection system
permit issued tothe Pennittee.
Slat, *m^mcpvsa|a~im"nental Qmahly (w^telu°so"=,s
1617m^ �er,ic.C=ier/M=igh,xwmc^"unao^99-mu

Town of Stanley
Permit No. WQ0037783 Modifiratinn
It strap be responsibility of tine Perm` to ensure at 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 l43-215,6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, r .ouirenrents, or lir aRations contained in thin permit are Lit tacc eptable, you have the tight
to request ara adja dicat ry hearing upon written request within 30 days folio ing receipt of this permit.
This request must he in the form of a written petition, conforming to Chapter 150B of North Carolina
General Statutes, and filed with the Office of: dmir istrative Hearings, 6714 Mail Service Center, Raleigh,
NC 2769 6714, Unless such demands are made, this permit shall be final and binding,
if you need additional inforn at on concerning this matter, pleas contact Michael lnegg tt at 9' Rijn
6312 or via e-mail at [e-mail].
Sincerely,
for S. Jay Zimmerman, P.G,,
Director, Division of Water Res nc rces
by Deborah Gore, Supervisor
Pretreatment, Fmmrergency Response, Collection Syste
cc Ryan F. LeBlanc, PE — HDR Inc. ryan.leblanc hdrinc,com)
Mooresville Regional Office, Water Quality Section Regional Open
Matt Bernhardt - Two Rivers Utilities
1300 N. Broad Street, Gastonia, NC 28054
Water Resources Central Files, WCt0037783
PERCS (electronic copy)
Page 2 of 8
0115

,
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
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 |shereby granted tothe
Town of Stanley
for [lie construction and operation of approximately 12,330 linear feet of 12-inch gravity sewer; a 725—
gallon permoinute pump station (Meadow Pump Station) with duplex pumps, on -site audible and visual
high vvahsr alarms, telemetry, and a permanent generator with automatic transfer switch; as well as
approximately 7,300 linear feet of8'inch force main; a 310 gallon per minute pump station (Buckeye
Pump Station) with duplex pumps, on -site audible and mowa| high water alarms, telemetry, and a
permanent generator with automatic transfer switch; as well as approximately 7,100 linear feet nf6-
inchforce main; all part mfthe Stanley Sewer Interconnect Phase 2project, and1hedischaqRemfZ0O0OO
gallons per day of collected wastewater into the Town nfStan|ey'sand Two Rivers Utilities existing
sewerage system, pursuant tothe application received Decembcr7, 2015, and in conformity with the
project plans, specifications, and other supporting data subsequently filed and approved by the
Department of Environmental Quality and considered a part of this permit.
hemnh modification To increase the capacity of both proposed stations and modifications in project
aUgnment.
This permit shall he effective from the date of issuance until rescinded and shall be Subject to the
specified conditions and limitations contained therein.
~�
for S.Jay Zimmerman, P.G.
Director, Division ofWater Resources
By Authority of The Environmental Management Commission
Permit Number:
Permit Issued:
Treatment Facility:
VVQ0037783 Modification
January 4,2016
Long Creek VVl8/TF(NCO02Dl84)
Page 3m(8

�U[}Cy|�K��KJTT�)D�0K8|T/`/�V��J�����T
..... . ^�...�.°. .`~ PERMIT ^.��x�/`."//�-�-.
The Per[Ritteeishereby authorized to:
Construct, and then operate UP_�ncertification the aforementioned wastewater collection extension.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 25A 0CAC 2T) the Division's Gravity Sewer Minimum Design Criteria adopted February 11, 1996 as
applicable; and the Division's Min|munm Design Criteria 'for the Fast -Track Pennitting Of Pump Stations
arid Force Mains adopted June l, 2OOOosapplicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by North Carolina -licensed Professional
Engineer in the application, It shall be the PcnnTttee's responsibility to ensure that the aS-constructed
project meets the appropriate dosi�ncriteria and rules,
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
1. SPECIAL CONDITIONS
1 A variance is granted for the construction of gravity sewer and associated manholes referenced on
the construction plans that do not meet separation requirements associated with 15A N[A[
82l[0305(H. Construction for these items shall adhere tothe plans and specifications, [15ANCAC
3. This permit shall become voidable unless the agreement between the Town of Stanley and Two
Rivers VhUdes for the collection and final treatment ufwastewater ix in full force and effect. [25A
3. No wastewater flow shall be made tributary to the subject sanitary sewer system until the Stanley
Sewer Interconnect (Permit NumbecVVDVO368l9) is constructed, operational, and the engineer's
certification has been received by the Division. [15A NCAC 02T 0116]
11. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is desire for the wastewater collection
facilities to change ownership, or there is a name change of the Pennittee, a formal permit weQoeci
shall besubmitted tnthe 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 mrmay not be approved. [25A N[AC 02T.0104r; G.S. 143-3I5.1(d3)]
2. This pennb shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions ofthis permit 15AN[AC 1l] 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 o[Pump Stations and Force Mains adopted June 1,20OOasapplicable; and
other supporting materials unless specifically mentioned herein, [15AN[ACO2T.01101
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15ANCACO2T�811[D
Page 4 of 8

4.
The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compfiance with an individual systern-wide collection systern permit for the
operation and maintenance ofthese facilities asrequired by25A N[AC2T.840Jand VVD[B]O180,
S. Noncompliance Notification:
The Pemmittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24
hours, 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 u,breakage, ek.;mr
b. Any SSOand/or spill over 1,OO8UaUons,-m/
c. Any SSOand/or spill, regardless n[volume, that reaches surface water
Voice moi| messages or faxed information is permissible, but this shall not be considered as the,
initial verbal report. Overflows and spills ocnurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone nomber(800) 850-0368nr(919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing arid
submitting Part | of Form CS-SS8 (n, the most current Division approved form) within five days
following first knowledge ofthe Occurrence. This report must outline the actions taken orproposed
to be taken to poxmre that the problem does not recur. Part || o/ Form [S'SS0 (or the most current
Division apprmvedform) can also be completed to show that the SS0 was beyond control, [G.S. 143-
6, Construction of the gravity sewers, punnp stations, am] force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an nvrdOovx or bypass discharge of wastewater
to the surface waters of the State, [15A NCAC 02T.0108(b)]
7. 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 clmcumcntstothe address provided omthe form, Acomplete certification isone where
the form is fully executed and the supporting documents one provided as applicable. Any
wastewater flow made tributary tm the wastewater collection system extension prior tmcompletion
of this Engineer's Certification shall be considered a violation of the permit and shall subject the
Permnhteeimappropriate enforcement actions,
Acomplete certification isone where the form isfully executed and the supporting documents are
provided asapplicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan §\ profile views of sewer lines 8,
force mains) ofthe wastewater collection system extension. Final record drawings should be
clear onthe plans u/om digital media ([D or DVQdisk) and are defined as the design drawings
tha:t are marked Lip orannotated with after construction information and show required buffers,
separation distances, material changes, etc,
Page 5of8

b. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
inthe space provided, mr|nxvriUonsumomaryform.
Prior toCertification (Final orPartia|l: Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases o[1O96nrgreater, increased flow,
pump station design capacity design increases nf596 or greater, and increase; in the number/type of
connrctions),regulations, orthe Minimum Design Criteria. Requested modifications orvariances to
the Minimum Design Criteria will be reviewed onarase-bv'casc basis and each on its own meht.
Please note that variances to the Minimum Design Criteria Should be requested and approved
during the permitting process prior toconstruction. After -construction requests are discouraged by
the Division and may not be approved, thus requiring rep|acomentorrepair prior to certification @
activation. [I5AN[ACO2T.01I61
O. Gravity sewers installed greater than ten percent below the minimum required slope per the
Division's Gravity Sewer Min[mum Design Criteria shall not be acceptable and shall not be certified
until cnrne/1cd. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested frorn the Division with firm supporting documentation.
This shall be done through a permit modification with fee, Such variance requests will he evaluated
on a cane -by -case basis. Resolution of such 'request shall be evident prior to completing and
submitting the construction certification. [l5&N[ACO2T.Q1OS(n)]
9. A copy of the construction record drawings shall be maintained on file by the Pennb1ee for the life
ofthe wastewater collection facilities. [154NCACO2T�0115]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC lT; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting ofPump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Pcrmittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143'215.6A
through §143'215.5[, construction of additional or replacement wastewater collection facilities,
and/or nrfemm| of the North [arn|ina'licensed Professional Engineer to the licensing board. [15A
NCAI02T.0l04;1I4NCA{0ZT.O1O8(b'c)]
11. 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
22. The issuance of this permit shall not exempt the Pennktee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division urany other Federal, State, nfLocal government agencies. [G.SJ43'215.1(b)]
13. The Permittee shall provide for the pump station and force main the following items:
a. Pump Station Reliability [15A NCA[OZT .0305(h)(1)]:
Page 0ofQ

1� Pump stations, except when exempted by Subparagraph (j)(l) vfISA WCA[82T1}3O5,
shall be designed with nnu|dp|e pumps such that peak flow can be pumped with the
largest pump owtnfxemice.
Z. A standby power Source or pump is required at all pump stations except for those pump
stations subject to Subparagraph (/)(2) of 15A N[A[ 02l[0305. Controls shall be
provided to automatically activate the standby source and signal an alarm condition.
l Asanalternative to Part(d for Pump stations with an average daily design flow less
than 1Ei800gaUons per day as calculated using 15A NCA[ 02T0114, a portable power
source orpumping capability may he utilized. It shall be demonstrated tnthe Division
that the portable somrce is owned or contracted by the pennbtee and is compatible
with the station. If the portable power source or pump is dedicated to multiple pump
stations, an evaluation of all the pump stations' storage capacities and the rotation
schedule of the portable power source or pump, including travel timeframes, shall he
provided inthe case ofamultiple station power outage,
4. As an alternative to Part UA for pump or vacuum stations connecting a single building to
an alternative sewer system, vve\ well storage requirements shall be documented to
provide 24-hours' worth ofwastewater storage or, exceed the greatest power outage
over the last three years orthe documented response time to replace a failed pump,
whichever is greater. Documentation shall be required Pursuant to the permit
b. All pump stations designed for two pumps or more shall have atelemetry system to provide
remote notification of problem condition to include power failure and high water alarm. [15A
c High water audio and visual alarm, [15AN[ACO2TO305Uh\/1\/FD
d. Pump stations shall have apermanent weatherproof sign stating the Pump station identifier, 24'
kour emergency number and instructions to U i f call n case o emergency, [lSA N[AC 02T
e. Screened vents for all wet wells. [154NCACO2T.0305(h)(3))
[ The public shall berestricted access 10the site and equipment. |15AN[AC82T.0305/hV�)]
Q. Air relief valves shaU be provided at all high points along force roainswhere the verh |'� distance
Page 7 of 8

ENGINEERING CERTIFICATION
Permit No: WQ0037783 Modification
Project: Stanley Sewer Interconnect Phase II
Issue Date: January 4, 2016
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of this permit
until the Division has received this Certification and all required supporting documentation, which includes:
One copy of the project construction record drawings (plan & profile views of sewer lines & force mains)
of the wastewater collection system extension, Final record drawings should be clear on the plans or on
digital media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated
with after construction information and show required buffers, separation distances, material changes,
etc.
Permit modifications are required for any changes resulting in non-compliance with this permit. A detailed
description for partial certifications should be attached to this form along with any certification comments.
Certification should be submitted in a manner that documents the Division's receipt. The Permittee is responsible
for tracking all partial certifications up until a final certification is received.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to the
applicable standards & requirements, the Professional Engineer below has provided applicable design/construction
information to the Permittee, and the Permittee is prepared to operate & maintain the wastewater collection
system permitted herein or portions thereof,
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATICrN
a5 a duly registered Professional Engineer in the State of North Carolina, having
been authorizedto observe (n periodically, T weekly, n full time) the construction of the project name and
location as referenced above for the above Permittee hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the following construction: approximately 12,330 linear feet of 12-inch
gravity sewer; a 725—gallon per minute pump station (Meadow Pump Station) with duplex pumps, on -site audible
and visual high water alarms, telemetry, and a permanent generator with automatic transfer switch; as well as
approximately 7,300 linear feet of 8-inch force main; a 310 gallon per minute pump station (Buckeye Pump
Station) with duplex pumps, on -site audible and visual high water alarms, telemetry, and a permanent generator
with automatic transfer switch; as well as approximately 7,100 linear feet of 6-inch force main; all part of the
Stanley Sewer Interconnect Phase 2 project, and in conformity with the project plans, specifications, supporting
documents, and design criteria subsequently filed and approved. I certify that the construction of the above
referenced project was observed to be built within substantial compliance and intent of the approved plans and
specifications,
North Carolina Professional Engineer's Seal w/signature & date:
© Final —1 Partial (include description
Send the Completed Form & Supporting Documentation to the Following Address:
DWR WATER QUALITY PERMITTING SECTION
WASTEWATER BRANCH — PERCS UNIT
1617 Mail Service Center
Raleigh, NC 27699

,
NU�
C��E��N�North Carolina Department of Environment and Natural Resources
|HN1 9705
pat McCrory �d NNW KVt-FI�
Governor Secretary
June 15,2816
Heath Jenkins, Interim Town Manager
Town ofStanley
PQBox 27g
Stanley, N[28164
Subject: Permit No. VVQ0037783
Town of Stanley
Stanley Sewer Interconnect Phase I
Wastewater Collection System Extension Permit
Gaston County
Dear Mr. Jenkins:
In accordance with your application received May 8, 2015, and additional information received on June
4' 2015 we are forwarding herewith Permit No, VVQ0037783, dated June 35, 2015, to the Town of
Stanley (Pernm|ttee) for the construction and operation n.cc1ificatiom of the subject wastewater
collection system extension, This permit shall be effective frorn the date of issuance until rescinded, and
shall be subject to the conditions arid limitations asspecified therein. This cover letter and supplement
shall be considered a part of this permit arid are therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
CondidooL1: Variance approval related togravity sewer and manhole separations. See Condition i1
for additional details,
[mnditiomi3:
No wastewater flow shall be made tributary to the subject sanitary sewer system until
the Stanley Sewer interconnect (Permit Number: VVQ0036829\ is constructed,
operational, and the engineer's certification has been received by the Division.
[onditionN.l: This permit shall not be automatically transferable; a request must be noade and
approved.
ConditimnU.4:
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 tmthe Pmrmittee,
It shall he responsibility of the Pe,nmitteo to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure tocomply may result inpenalties |naccordance 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.
1sowmUService Center, Raleigh, North Carolina 27699-16D
Phone: *z9on76a00\Internet:
xnEqual Opportunity \ Affirmative Action Employer -Maochp,x^vmcyc|,upune,

of Stanley
it No. WQ0037783
any parts, requirements, or Iimitations contained in this permit are unacceptable, you have the right
o request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the forum of a written petition, conforming to Chapter 150B of North Carolina
General Statutes, and filed with the Office of -Administrative Hearings, 6714 flail Service Center, Raleigh,
NC 76 -6714. Unless such dernands are made, this permit shall be final and binding.
If you need additional information concernning>this matter, please contact l tlicha l Leggett at 919) 807-
6312 or via e-mail at r tichaeLlegettncdenr.gov,
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources
by Deborah Gore, Supervisor
Pretreatment, Emergency Response, Collection System Unit
CC:'
Ryan E. LeBlanc, PE — HDR lnc. ( nleblanct hdrinc.com)
ooresville Regional Office, Water Quality Section Regional Operations
olatt Bernhardt -Two Rivers Utilities
1300 N. Broad Street, Gastonia, NC 28054
Water Resources Central Files: WQ0037783
PERCS (electronic copy)
Page 2 of 8

AYA
NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
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
Town of Stanley
for the construction and operation of approximately 12,330 linear feet of 12-inch gravity sewer; a 470—
gallon per minute pump station (Meadow Pump Station) with duplex pumps, on -site audible and visual
high water alarms, telemetry, and a permanent generator with automatic transfer switch; as well as
approximately 7,300 linear feet of 8-inch force main; a 267 gallon per minute pump station (Buckeye
Pump Station) with duplex pumps, on -site audible and visual high water alarms, telemetry, and a
permanent generator with automatic transfer switch; as well as approximately 7,100 linear feet of 6-
inch force main; all part of the Stanley Sewer Interconnect Phase 2 project, and the discharge of 200,000
gallons per day of collected wastewater into the Town of Stanley's and Two Rivers Utilities existing
sewerage system, pursuant to the application received May 8'h, 2015, and additional information
received on June 4, 2015 and in conformity with the project plans, specifications, and other supporting
data subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0037783
Per Issued: June 15, 2015
Treatment Facility: Long Creek WWTF (NC0020184)
Page 3 of 8

�ND�\����N7-�/����D�IT COVER SWEET
SUPPLEMENT �c'/v.^-^, . . .~ PERMIT
The P2[P0itfeeis hereby authorized to:
Construct, arid then operate upon Certification the aforementioned wastewater collection extension.
Permitting of this project does not constitute an acceptance of any part of the project that does not
t 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12,1996ax
meeicob|e' and the'Division's minimum Design Criteria for the Fast -Track Permitting of Pump StationsapP| ' � and Force Mains adopted June l' ZO8Oasapplicable, unless specifically mentioned herein. Division
b o North Professional
approval bbased nuacceptance ofthe ce�ific»don providedy thatlheascuns�ruc�z�
Engineer |nthe appUcahon. |tshall bethe Penniitee'»nespmnsibiO
responsibility
project meets the appropriate design criteria and rules.
Construction arid operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below,
i SPECIAL CONDITIONS
1' Avarionce is granted for the construction ofgravity sewer and associated manholes referenced on
cti plans that do not meet separation requirements associated with 15A NCAL
the construction 02T.0305(8. Construction for these item»shaU adhere to the plans and specifications, 115ANCAC
r
02T.0105(n)]
2' » Thi m� shall become unless agreement between the Town of Stanley and Two
per t
Rivers Utilities for the collection and final treatment of wastewater is in full force and effect. [154
NCA[02T.O3O4/h\]
3 �u wastewater shall be made tributary b7the subject sanitary sewer system until the Stanley
'
Sewer Interconnect ` ct (Permit Number: VVQ0038829) isconstructed, operational, and the engineer's
[&[0JTl)l1G]
l �bvthcDhd�inn [I��N
cerd�ca�lwnhesbeenwoceve -. . �`^... —___,
Page 4 of 8

' U. STANDARD CONDITIONS
U� 1. This oerm�shaD not be
1. This perm� shall
no1 be transferable, In the event there is o desire for the wastewater collection
facilities to change ownership, or there is a name change of the PernmitUee, a formal permit request
shall be submitted tothe Division accompanied by documentation from the parties involved, and
other supporting materials asmaybeappropriate, The approval nfthis request shall beconsidered
onits merits and may ormay not beapproved. }15ANCACO2T.0104;G.l243'215,1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC JT; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1936 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. [15ANCACO2TD110]
3, This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data, [15ANCACO2T.0I10)
4. 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 and WQCS00180.
5. Noncompliance Notification:
The Pennittee shall report by telephone to a water resources staff member atthe Wilmington
Regional Office, telephone number (7O4)663-l699 assoon aspossible, but inmocase more than I4
hours, 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 orbreakage, etc.;or
b. Any SSOand/or spill over 1,OOUgallons; or
c Any S5Oand/or spill, regardless ofvolume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the
initial verbal report. Overflows and Spills occUr/ing outside normal business hours may also be
reported to the Division of Emergency Management at telephone number/80Q\ 858-0368or(919)
733'3300. Persons reporting any of the above occurrences shall file a spill report by completing and
submitting Part | of Form CS-S5U (or the most current Division approved form) within five days
following first knowledge mfthe occurrence. This report must outline the actions taken urproposed
to he taken toensure that the problem does not recur. Port || of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SS0 was beyond control. [G.S. 143-
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt »en/lcu by the existing utilities nor result in an overflow or bypass discharge of wastewater
tothe surface waters ofthe State' [I5ANO\CO2TD108(b)]
7. 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 tothe address provided Vnthe form. 4complete certification ioone where
Page 5 of 8

` the form is fully executed and the supporting documents are provided as appHcab|c. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Engineer's Certification shall he considered a violation of the permit and shall subject the
Pennitbratoappropriate enforcement actions.
A complete certification is one where the form is fully executed and the supporting documents are
provided asapplicable. Supporting documentation shall include the following:
a. One copy ofthe project construction reo/nj drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final ne/mnj drawings should be
clear oil the plans or on digital media ([D or DVD disk} and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
k Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form,
Prior toCertification (Final orPsrda|): Permit modifications are required for any changes resulting im
non-com p|iarice with this permit (including pipe length increases of IO% o/ greater, increased flow,
pump station design capacity design inrreoocoof5%orQreater,andincreaseoiothenumbe//t/peof
conncctisnd,regulations, u/the Minimum Design Criteria. Requested modifications orvariances tm
the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances to the M|nimumn Design Criteria should be requested and approved
during the permitting process prior tnconstruction. After -construction requests are discouraged by
the Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. 115/\NCACO2T.0116]
& Gravity ;ewers installed greater than ten percent below the minimum required dope per the
Division's Gravity Sewer Minimum Design Criteria shall not be, acceptable and shall not becertified
until corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can he requested from the Division with firm supporting documentation.
This shall bedone through apermit modification with fee. Such variance requests will beevaluated
on a case -by -case basis. Reso|Utimn of such request shall be evident prior to completing and
submitting the construction certification, [15AN[A[OZl[01U5(n)]
9' A copy of the construction record drawings shall he maintained on file by the Pcnnhtee for the life
ofthe wastewater collection facilities. [15AN[A[82T.0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A N[A[ 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 nmaUadab may subject the Perm1ttep to an
enforccnoentactimm by the Division, in accordance with North [amz||oa General Statutes §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. [15A
NCA[ 02T.8104; lSA N[4CO2T .0108(b'c)]
Page 6 of 8

.
' If. In the event that the mastevvatc, collection hycUidcs fail to perform satisfactorily, including the
O
creation ofno/saocc conditions, thc Pcnoi�ce sba|| take immediate corrective action, inc/udinQ
those as maybe required by this Division, such as the construction of additional or replacement
12. The issuance of this permit shall riot exempt the Permittee from complying with any and all statutes,
rules, regulations, orordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
bythe DiviSlonu/any other Federal, State, ofLocal government agencies. [&SJ43-215.1/b\]
11 The Permittee shall provide for the pump station and force main the following items:
a. PurnpStation Reliability [15ANCACO2TlI}O5(h)(2)]-
1. Pump stations, except when exempted by Subparagraph (j}/2\ of15A NCA[O2TO3US
shall he designed with multiple pumps such that peak flow can be pumped with the
largest pump out cdservice.
I Astandby power sourcnmrPUMP is required at all pumpstations except for those pump
stations subject to Subparagraph UVZ> of 15A N[AC 02T,830I Controls shall be
provided to automatically activate the standby Source and signal an alarm condition.
I As an alternative to Part (dfor pump stations with an average daily design flow less
than 15,000ga||ons per day as calculated using 15A N[4[ 02T01I4` a portable power
source o/ pumping capability may be utilized. It shall be demonstrated to the Division
that the portable source is owned or contracted by the pernuittee and is compatible
with the station. If the portable power source or pump is dedicated to multiple pump
stations, an evaluation of all the pump stations' storage capacities and the rotation
schedule of the portable power source or pump, including travel dmeframes, shall be
provided in the case of multiple station power outage.
b, All Pump stations designed for two pumps ormore shall have telemetry system to provide
remote notification of problem condition to include power failure and high water alarm. (15A
c High water audio and visual alarm, \15ANCACO2T/0305(h)(1)[F)]
d. Pump stations shall have a permanent weatherproof sign stating the pump station identifier, 24-
hour emergency number and instructions tocall incase ofemergency, Simplex pump orvacuum
stations serving a single-family residence shall have a placard or sticker placed inside the control
panel with a24-houremergency contact number, [15ANCA[02T.0305(b)(2\]
e. Screened vents for all wet wells. [15ANCA[02T/0305/hK3)]
f. The public shall berestricted access tothe site and equipment, [15AN[A[02T.0305(h)/4>]
8'
Air relief valves shall beprovided at all high points along force mains where the vertical distance
Page 7 of 8

~ E NG CERTIFICATION
.^
, 'P,nnhwv: vvQ0037783
PnUecn Stanley Sewer Interconnect Phase
Issue Date: June z5v%Vz5
Thbprojec,s�mUno�brcons/depedcomp|etenor aUowedtoupemteinacc�
y until the D|�s6onhas mccwedthis Cc�i�cobomand a8required nvppnrdng
�. project . . �. considered . allowed � '
documentation,
° One copy of the project construction record Wnsw|ngx (plan Q profile views of sewer lines & force mains)
of the wastewater collection system extension, Final record drawings should be clear on the plans or on
d|g|1v| media (Co or DVD dbk) and are defined as the, design drawings that are marked up or annotated
with after construction lnfwrmmdowand show required buffers, separation distances, material changes,
Permit modifications are required for any changes resulting in non-compliance with this pewnic A detailed
description for partial certifications should be attached to this form along with any certification comments.
Certification should besubmitted inamanner that documents the Division's receipt, The Permk1eeisresponsible
for tracking all partial certifications apuntil ufinal certification isreceived,
PEgMiZZe'SCERTIncx,oN
\ the undersigned agent for the Permit*zc hereby state that this project has been constructed pursuant to the
applicable standards & requirements, the Professional Engineer below has provided applicable design/ onst/ocdun
information to the Penniue4 and the Pe/mittee is prepared to operate & maintain the wastewater oo�lecdon
system permitted herein orportions thereof.
Printed Name, Tide
Signature
[msomcco'5cER[TIFICAIION
i _ _,asaduly registered Professional Engineer \othe State nfNorth Carolina, having
been authorized to observe (E periodically, E weekly, / | full time) the construction of the project name and
location as referenced above for the above Perm|ttco hereby state that, to the best of my abilities, due care and
diligence was used |nthe observation ufthe following construction: ofapproximately D,330linear feet uf1Z-inch
gravity sewer; p 470—QnUon per minute pump station with dup|expumps, on -site audible and visual high water
alarms, telemetry, and a permanent generator with automatic transfer switch; as well as approximately 7,300
linear feet of 8-inch force main; a 267 gallon per minute pump station with duplex Pumps' on -site audible and
visual high xvato, n|anns, te}empUy, and a permanent DenemU»^ with automatic transfer switch; as well as
upprnximate/y 7,100 linear feet of 6-inch force main, and in conformity with the project plans, specifications,
supporting documents, and design criteria subsequently filed and approved, | certify that the construction ufthe
above referenced project was observed to be built within substantial compliance and intent of the approved plans
and specifications,
North Carolina Professional Engineer's Seal w/signature & date:
nFhna| FlPartial (include description)
Send the Completed Form &Supporting Documentation tothe Following Address:
NCuEmR/DVVRWATER QUALITY PERMITTING SECTION
vuASTEVVATERBRANCH—PERcSuN|T
l617Mail Service Center
Raleigh, 0[27699

FAST TRACK SE iP 'EI"t ENGINEERING CERTIFICATION
PERMITTEE: Town of Stanley
PERMIT $t: WQ0037783 MODIFICATiCJN
PROJECT: Stanley Sewer Interconnect Phase 2, aka Wastewater Collection System Rehab.
ISSUE DATE: September 20, 2018
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom,
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
e, and the P.-rrnitceee is prepared to operate & maintain
wastewater collection system permitted her:, in or portion 7" h eof,
4(j K(rJ
Printed Name, Title
design/construction information to the Per
ENG
Signature Date
EEIt'S CERTIFICATION
I, f'J /en€ ' , as a du l registered Professional En }near in the State of North Carolina,
having been authorized to observe ( periodically, weekly, full tirne) the construction of the
project name and location as referenced above for the above 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 02T; the
Division of Water Resources' (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 w/signature & date:
Final Q Partial (include description)
Certification Comments/Qualifiers (attach If necessary):
$ �r5 (" GS 0+.JL