WQ0036853_Regional Office Historical File Pre 2018

~
NCDENR
North Carolina Department Environment and Natural Resources
Division of Water Resources
WBVB[ Quality Programs
PBtMCCroFy Thomas A.Reeder
GQVe[OVr Director
Brad Cornwell, Public Utilities Director
City ofShelby
8Z4West Grover Street
Shelby, N[2S1SU
Subject:
November 27'J01]
Permit No. VVQ00]68S3
0uttaU|mprovements
Wastewater Collection System Extension
Cleveland County
Dear Mr, Cornwell:
�
john E.SkVar@.III
Secretary
In accordance with your application received on November25, 2013' we areforwardinO herewith to
Permit No. VVO0036853, dated November 27, 2013, to the City of Shelby for the construction and
operation of the subject wastewater collection system extension, This permit shall beeffective from the
date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
therein. This cover letter and supplement shall be considered a pan of this permit and are therefore
incorporated therein byreference,
Please pay particular attention to the following conditions contained within this permit:
Condition||.4:
Requires that the wastewaterco:Uection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .O4O3 or any individual system -wide collection system
permit issued tnthe Pprm|ttee.
It shall be responsibility of the City of Shelby to ensure that the as -constructed projectmeets the
appropriate design criteria and rules, Failure tucomply may result inpenalties inaccordance with North
Carolina General Statute §143'215.6Atbrough 6143-215.6[, 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 limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the form of written petition, conforming to Chapter 1508 of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC27G99-6714. Unless such demands are made, this permit shall befinal and binding,
Mooresville Regional Office
Location.
5lOEam�am/A�,�m*3O1Muoms|o�wC28`}5
Phone: (7O4)6s3'/699\Fax: [phone]\Customer Srw|a:1'8,74323-6748
Internet wm.nmw ter;ualitY,orq
One
NorthCarofiiia
VAKO'11"i'7141'

City of Shelby
WQ0036853
If you need additional inf rrnation concerning this matter, please contact Sujatha Nagulapatly at 704)
235-1699 or via e-mail at [e-mail].
Sincerely,
for Thomas A. Reeder
Division of Water Resources
by Michael Parker
Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Cc: Mooresville Regional Office
Joseph C. Williams, P,E., Project Engineer, McGill Associates, P.A (e-copy)
Water Resources Central Files
PERCS (e-copy)

STATE OFNORTH [ARDL|NA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT DFENVIRONMENT 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 ishereby granted tothe
City ofShelby
Cleveland County
for the construction and operation of approximately 683 linear feet o/ 8-inch gravity sewer,
approximately 4'891 linear feet of38`|mch gravity sewer, approximately 3,244 linear feet of24-inch
gravity sewer, approximately I,553 linear feet ef 30-inch gravity sewer, apprmxirnate|y88 linear feet mf
42'inch gravity sewer and approximately 476 linear feet of48-inch gravity sewer to serve the Outfa||
Improvements project and the discharge of gallons (replacing existing gravity sewer lines) per day of
collected domestic/commercial wastewater into the First Broad River Wastewater Treatment Facility
existing sewerage system, pursuant tothe application received November 25,2Ol], and in conformity
with lSA NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996os
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Maims adopted June l, 2000 as applicable; and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered n part of this
pernnit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Perm it issued this,?7 1h day of November, 2013.
\/ \ "
for Thomas A. Reeder
Division ofWater Resources
Permit Number: WQ0036853
`

SUPPLEMENT TO PERMIT COVER SHEET
City of Shelby~ hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall he treated in the First Broad River
Wastewater Treatment Facility (N[O024538) prior to being discharged into the receiving streamo,
Permitting Vfth�s 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, 3000 as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the *ermittee'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.
|. SPECIAL CONDITIONS
L If, at any time, the additional wastewater flow volume made tributary to this sewer extension is believed to
exceed the value permitted herein' a modification shuN be requested for ,his permit from the Divisionmf
Water Resources 10properly allocate the subject wastewater flow,
2. No flow in excess of the quantity permitted herein, 0 GPD, shall be made tributary to the subject sewer system
until an application for permit modification for an increase in flow has been submitted to and approved by the,
Divisior of Water Resources,
11. STANDARD CONDITIONS
l. This permit bnot transferable. ,n the event there is desire for the wastewater coUect�on facilities to change
ownership, or there is a name change of the pornn\ttee' a formal pnrnn|\ request shall be submitted to the
Division accompanied bydocumentation from the parties involved, and other supporting materials asmay be
appropriate. The approval of this request shall be considered an its merits and may or may not be approved.
2, This permit shall become voidable unless the wastewater collection Cad|ih=s are constructed in accordance
with the conditions of this permit; lSA N[AL 2T; the Division's Gravity Sewer Minimum Design Criteria
adopted February 12' 1996as apphrab|e: the Division's Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains adopted June l' 2000 as applicable; and other supporting materials unless
specifically mentioned herein,
1 This permit shall be effective on�y vv�th respect to the nature and volume of wastes described in the
application and other supporting data,

4, The wastewater collection faciNties shall beproperly maintained and operated at all times. The Penniuee
shall maintain compliance with an individual system -wide collection system permit for the operation and
maintenance ofthese facilities as required by 15A N[A{ ZT .0403, if an individual permit is not required, the
following performance criteria shall bemet as provided in 15Aw[A[2T�0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or
surface waters, and to prevent any contravention of groundwater standards or -surface water standards.
bA map of the sewer system shall be developed and shall be actively maintained.
An operation and maintenance plan including pump station inspection fmquency, preventative
maintenance schedule, spare parts inventory and overflow response has been deve|pped and
implemented,
d� Pump stations that are not connected no ate|emetry system shall be inspected every day (i.e. 365 days
per year), Pumpstabons that are connected to a telemetry system ;hall be inspected at least once per
week,
e. High -priority sewer lines shall be inspected at least omce per every six -months and inspections are
documented,
f. A general observation of the entire sewer system shall be conducted at least once per year.
g� Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with
15ANCAC2BU506(a), and public notice shall beprovided asrequired by North Carolina General Statute
§I43-2I52[.
h, A Grease Control Program s m place as follows:
l, For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential -users and the legal rneans to
require grease interceptors at existing establishments, 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 satelifte sewer systems,
2, For privately owned conectimn systems, the Grease Control Program shall include atleast bi-annua|
distribution of grease education materials to users of the collection system by the perm|ttec or its
representative.
l Grease education materials u4aO be distributed more often than required in Parts (l} and (2) of this
Subparagraph ifnecessary toprevent grease -related sanitary sewer overflows.
i Right-af-woysand easements shall bemaintained inthe full easement width for personnel and equipment
j, Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years
with exception ofthe map, which shall bemaintained for the life mfthe system,

S Noncompliance Notification:
The Permitteeshall report bytelephone toawater resources staff member at the Mooresville Regional Office,
telephone numbor704 563 I699, as soon as possible, but in no case more than 24 hours or on the next
working day, following the occurrence or first knowledge of the occurrence of either of the following�
a� Any process unit failure, due to known o/ unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or e[ectncal failures of pumps, line blockage or
breakage, erc.;ur
b. Any 55Oand/or spill over 1,OOOgallons; o°
c. Any5SO and/or spill, regardless ofvolume, that reaches surface water
Voice mail messages orfaxed information is permissible, but this shall not beconsidered nsthe initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number (888) 858(868 or(91g) 733'3300, Persons reporting any of
the above occurrences shall file a spill report by comp!eting and submitting Part I 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
[5-\S0 (or the most current Division approved fn/m) can also be completed to show that the 5SOwas beyond
h. Construction ofthe gravity sowers, pump stations, and force mains shall be scheduled so as not to interrupt
se/vice by the existing utilities nor result >namoverflow or bypass discharge m/wastewater tvthe surface
waters mfthe State.
7� Per -15A NCAC 2T,0I14 upon completion of construction and prior to operation of these permitted facilities,
the compieted Engineering Certification form attached /othis permit shall besubmitted with the required
supporting documents to the address provided on the (ornn� A complete certification is one where the form is
fully executed and the supporting documents are provided asapplicable. Any wastewater flow made tributary
to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered aviolation ofthe permit and shall subject the Pennittoetoappropriate enforcement actions.
If the perm,it is issued to n private entity with an Operational Agreement, then a copy ofthe Articles of
Incorporation, Dec|aratio ns/Cove na nts/ Restrictions, and Bylaws that have been appropriately filed with the
app|lcable[nuntv/s Register ofDeeds office shall besubmitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are provided as
applicable, Supporting documentation shall include the following:
& One copy of the project construction record drawings (plan & p/uK|e views mfsewer lines & force mains)
of the wastewater collection system extension, Final record drawings should be clear on the plans or on
digital media (CD pr DVn 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,
b One COPY ofthe supporting pump station design calculations (selected pumps, system curve, operating
point' buoyancy calculations, available storage if portable generator(s) o, storage greater than longest
past three year outage reliability option selected) for any purnp stations permitted as part of this project.

c. Changes tuthe project that do not result in non-compliance with this permit, regulations, or the Minimum
Design [hteno should be clearly identified on the record drawings, on the certification in the space
provided, o,inwritten summary form,
Prior toCertification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases ofIQ%orgreater, increased flow, pump station
design capacity design increases of 5& or greater, and increases in the number/type of connections),
regulations, urthe Minimum Design Criteria. Requested modifications o/variances cothe Minimum Design
Criteria will be reviewed on a case -by. -case basis and each on its own merit. Please note that variances to the
Minimum Design Criteria should be requested and approved during the permitting process prior to
construction, 4hepumostmcdmn requests are discouraged by the Division and may not be approved, thus
requiring replacement orrepair prior to certification & activation.
& A copy of the construction record drawings shall be maintained on file by the Pennhtee for the life of the
wastewater collection facilities,
9. Failure to abide bythe conditions and limitations contained |nthis permit; 15A NCA[ 2T;the Division's Gravity
Sewer Design Criteria adopted February I2'1995as app8caWe;the Division's K«inimumDesign Criteria for the
Fast -Track Permitting of Pump Station and Force Mains adopted ]ome l' 2000 as applicable; and other
supporting materials may subject the Permitteeto an enforcement action by the, Division, in accordance with
North Carolina General Statutes §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection had|ities, and/or referral of the North Carolina -licensed Professional Engineer to the
licensing board,
lO. 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 asmay berequired
bythis Division, such as the construction nfadditional orreplacement facilities.
U The issuance of this permit shall not exempt the Permitzee from complying with any and all statutes, rules,
regulations, o/ordinances that may be imposed by other government agencies (local, state and federal) which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2G 0200erosion and
sedimentation control requirements in l5AN[4[Ch. 4and under the Division's General Permit N[GQI000U
and any requirements pertaining towetlands under 15Am[A[2BD20Vand 15ANCA[ZH.0SOQ.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: City of Shelby
Project: Outfall Improvements
Permit No. WQ0036853
Issue Date: 11/27/2013
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
▪ Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are e d for an chan e resultin in non -co liance with this e e ulations or
minimum design crtteria. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division,
PERMITTEE'S CERTIFICATION
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
El Partial Eli Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe El periodically, E] weekly, El full time) the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit; 15A. NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track. Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received, Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
DWR SC
Iasi from this project is tributary to:

z
0
0
• 1f. North Carolina
State
0
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Owner/Permittee:
a. City of Shelby
Full Legal Name (company, municipality, HOA, utility, etc.
1b. Brad Cornwell, Public Utilities Director
Application Number:
(to be completed by DWR)
Signing Official Name and Title (Please review 15A NCAC 2T 0106 (b) for authorized signing o
The legal entity who will own this system is:
0 Individual 0 Federal IZ Municipality 0 State/County ❑ Private Partnership ❑ Corporation
ld. 824 West Grover Street
Mailing Address
1 h. [phone]
Telephone
[phone]
Facsimile
1eShelby
City
lg. 28150
Zip Code
1j. brad.cornwell
E-mail
2. Project (Facility) Information:
J 2a. Outfall Improvements 2b. Cleveland
Q Brief Project Name (permit will refer to this nEL
ame
• 3. Contact Person:
▪ 3a, Joseph C. Williams, PE (Project Engineer - McGill Associates, P.A)
Name and Affiliation of Someone Who Can Answer Questions About this Application
z
0
H
ials
County Where Project is Located
ci
3b. (828) 2 52-0575 3c. [e-mail]
Phone Number E-mail
New ❑ Modification (of an existing permit)
Owner is Public (skip to Item B(3)) ❑ Priva
2a. If private, applicant will be:
❑ Retaining Ownership (i.e. store, church, single office, etc,) or
Leasing units (lots, townhomes, etc. - skip to item B(3))
❑ Selling units (lots, townhomes, etc. - go to item B(2b))
City of Shelby
2b. If sold, facilities owned by a (must choose one)
❑ Public Utility (Instruction D)
0 Homeowner Assoc./Developer (Instruction E)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. First Broad River Wastewater Treatment Plant
Name of WWTF
5a, City of Shelby 15b Gravity
Owner of Downstream Sewer iReceiving Sewer Size ❑ Force Main
6. The origin of this wastewater is (check all that apply):
• Residential Subdivision
® ApartmentsfCondominiums
❑ Mobile Home Park
School
® Restaurant
® Office
4b, NC0024538
5c.
Per
( Retail (Stores, shopping centers)
Institution
O Hospital
Church
• Nursing Home
El Other (specify):
f Downstream Sewer (instruction F)
100% Domestic/Commercial
970 Industrial
(Attach Description
Other
(Attach Description
7. Volume of wastewater to be allocated or permitted for this particular project: zero (0) gallons per day
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
FTA 08-13 APPLICATtf N Pane 3 of 6

Provide the wastewater flow calculations used in determining the permitted flow in accordance with tSA NCAC 2T .0114 fort
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7), Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T 0114 (f).
Note that this project consists of replacing existing sewer lines which have reached the end of their respective service lives.
A permit is requested because sections of the existing sewer line will be replaced with larger diameter sewer line to
accommodate existing sewer flows and a small portion of new sewer line will be installed outside of the existing easement
boundary, See attached project narrative for description of proposed improvements.
10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
2©
24
30
42
48
Length (feet) New Gravity or Additional
Force Main
683 New Gravity
4,891 New Gravity
3,244 New Gravity
1,553 New Gravity
88 New Gravity
476 New Gravity
z
11. Summary of Pump Stations war associated Force Mains to be Permitted (attach additional sheets as necessary)
0 Pump Station Location ID: (self chosen - as shown on plans/map for reference)
ULongitude: Latitude:
I Z
Design Flow
(MGD)
Operational Point Power Reliability Option
GPM Operational
1 - permanent generator w1ATS; Force Main Size Force Main Length
2 - portable generator w1MTS
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow
(MGD)
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
12, 'a9Vill the wastewater flow in the proposed sewer lines or purnp stations be able to be directed to another treatment facility?
El Yes No If Yes, permit number of 2"s treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13, Does the sewer system comply with the Minimum Design Criteria for the Permitting of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 1,5ANCAC Cha ter 2T as applicable?
Yes Li No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
Fi A 08-13 APPLE( Af4C)N
Page 4 ol'6

„ 4, Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? Yes Ej No Ej N/A
Sedimentation and Erosion Control Plan?
Trout Buffer Waiver'?
Stormwater?
Yes 0 No NiA
0 Yes 0 No N/A
0 Yes 0 No N/A
15, Does this project include any high priority lines C15A NCAC 02T 0402__(2j) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: and provide details: Install four (4) new aerial sewer crossings (20”, 20", 24", & 30") to replace existing aerial
crossings. Install one (1) new aerial crossing (42") adjacent to existing aerial crossing to improve hydraulic efficiency.
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Narne)
la.
Brad Cornwell, attest that this application for Outfall Improvements has been reviewed by me and is accurate
and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and
that if all required supporting documentation and attachments are not included, this application package is subject to
being returned as incomplete. Note: in accordance with North Carolina General Statutes 143-215,6A and 143-215,6B,
any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a
Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
violation,
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
cn TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC, REFER TO 15A NCAC 02T .0305
0
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Joseph C. Williams ,attest that this application for Outfall Improvements has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has
been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although other
professionals may have developed certain portions of this submittal package, inclusion of these materials under my
signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with the proposed
design. Note: In accordance with NC General Statutes 143-215,6A and ,143-215.68, any person who knowingly makes
any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may
include a fine not to exceed $10„000 as well as civil penalties up to $25,000 per violation.
2a. Joseph Carl Williams
Professional Engineer Name
2b, McGill Associates, P.A.
Engineering Firm
2c. Post Office Box 2259
Mailing Address
2d, Asheville
City
2e. NC 2 . 28802
State Zip
2g. [phone] 2h. 1828) 252-2518 2i. [e-mail]
Telephone Facsimile E-mail NC PE Sea( Signature & Date
ETA 08-13 APPLICATION Page 5 (4.'6

f
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION (ORIGINAL AND CO
SUBMITTED TO THE APPROPRIATE REGIONAL OFFCE:
i REGIONAL OFFICE
Asheville Regional 0
ADDRESS
Fayetteville Regional Office
2090.US Highway 70
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
COUNTIES SERVED
SHALL BE
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5094
[phone]
[phone] Fax
ooresvilte Regional Office
ce
Anson, Biaden, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
610 E. Center Avenue, Suite 301
Mooresville, North Carolina 28115
[phone]
[phone] Fax
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
Washington Regional Office
on Regional Office
inston-Salem Regional Office
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, lredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, ©range, Person, Vance, Wake,
Warren, Wilson
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax.
585 Waughtown Street
Winston-Salem, North Carolina 27107
[phone]
[phone] Fax
Beaufort, Berne, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Brunswick, Carteret, Columbus, Dublin, New
Hanover, Onslow, Pander
Alamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
1="I"A 08-13 APPLICATION Page 6 o1`6

FORM WSCAS 08-13
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Professional Engineer Name
Location
ID
Name of Waterbody1 County
Un to 1-ii'd<ory CreeK 2leVeI4rld
tJ ri ktor old( Cieve land
UT Z
River
Basin
iiroad
Bread
Waterbody
Stream Index No.
W A
tJA
lliago elevelana' Broad All)
kor Ca Ckvek4d Br(xci IVA
41' ckor Creek Chdand drocid
feik 8r6aal
41,4
Cit
If unnamed, indicate "unnamed tributary to X", where X is he named waterbody to which the unnamed tributary joins.
I certify that as a Registered Professional Engineer in the State of
North Carolina that I have diligently followed the Division's
instructions for classifying waterbodies and that the above
classifications are inclusive of the stated project, complete and
correct to the best of my knowledge and belief
PE Seal, Signature and Date
*** END OF FORM WSCAS 08-1. *"
Waterbody
Classification
cd
FORM: WSCAS 08-13
Page 1 of 1

SUTTLE STREET TO
MARIGN STREET AREA
GRAHAM STREET TO
G�DNEY STREET AREA
LJ r T4 TO MITCHELL
STREET AREA
cGill
CIA T
OUTFALL IMPROVEMENTS
CITY OF SHELBY
PLAN
ILI
CLEVELAND COUNTY, NORTH CAROLINA
CRAP

q PROPOSED
IMPROVEMENTS AREA
cGil
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,AtiNING FIN4.N�
OUTFALL IMPROVEMENTS
iRAHAM STREET TO GIDNEY STREET
CITY OF SHELBY
Sr A
LEGEND
EXISTING GRAVITY SEWER •
EXISTING GRAVITY SEWER
TO BE ABANDONED
PROPOSED GRAVITY SEWER mill''
Ogim
LOCATION ID #3
UT2 TO HICKORY CREEK
20" GRAVITY SEWER INSTALLED
BELOW DITCH BOTTOM
LOCATION ID #4
UT3 TO HICKORY CREEK
20" GRAVITY SEWER AERIAL
GROSSING OVER DITCH,
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•
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CLEVELAND COUNTY, NORTH CAROLINA
AY

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ASSOCIAT
NCa-ANNIMG=FIN,A
CITY OF SHELBY
FIRST BROAD RIVER t, v=' TP
OUTFALL .IMPROVEMENTS
WWTP OUTFALL AREA
CITY OF SHELBY
LEVELAND COUNTY, NORTH CAROLINA
AP
LEGEND
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EXISTING GRAVITY SEWER
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PROPOSED GRAVITY SEWER
PROPOSED IMPROVEMENTS AREA
A
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LOCATION ID #5
U14 TO HICKORY CREEK
2.4' AERIAL, SEWER CROSSING
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CATION ID #6.r
S TO HICKORY CREEK
AERIAL SEWER CROSSING
ER EXISTING STREAM
AC fir:T5 i ,V'
I OCATION ID #7
UT'S TO HfCKORY CREEK
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O E'ER EX6 °I'6NG DITCH
cGill
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OUTFALL IMPROVEMENTS
US HWY 74 TO HICKORY CREEK OUTFALL
CITY OF SHELBY
CLEVELAND COUNTY, NORTH CAROLINA
EXISTING GRAVITY SEWER
EXISTING GRAVITY SEWER
TO BE ABANDONED
PROPOSED GRAVITY SEWER "1
k` PROPOSED
IMPROVEMENTS AREA
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LEGEND
EXISTING GRAVITY SEWER •
EXISTING GRAVITY SEWER w--
TO BE ABANDONED
PROPOSED GRAVITY SEWER IFINFas
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DATION ID
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OUTFALL IMPROVEMENTS
SUTTLE STREET TO MARION STREET
CITY OF SHELBY
CLEVELAND COUNTY, NORTH CARO'LINA
LOCATION ILA
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GRAVITY SEWER INSTALLED
BELOW CREEK BCD [TOM
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ANNIN
BEGIN NEW 20'
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CONNECT EXISTING GRAVITY
SEWER LATERAL TO NEW 20"
SEWER LINE (TYP.)
REPLACE EXISTING MANHOLE.
CONNECT TO EXISTING
DOWNSTREAM GRAVITY SEWER-------
OUTFALL IMPROVEMENTS
GRAHAM STREET TO CONEY STREET
CITY OF S-IELBY
CLEVELAND COUNTY, NORTH CAROINA
1C)
GRAPHIC,
LEGEND
EXISTING GRAVITY SEWER
EXISTING GRAVITY SEWER
TO BE ABANDONED
PROPOSED GRAVITY SEWER
REPLACE EXISTING
PARALLEL SEWER LINES
WITH SINGLE 20" SEWER LINE
LOCATED WITHIN THE
EXISTING ALIGNMENTS (TYP)..
NEW 20" AERIAL SEWER CROSSING
OVER EXISTING UTILITY ACCESS
ROAD DRAINAGE CULVERT,
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sal
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REPLACE EXISTING
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TO REMAIN.
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INSTALL 6"-D1A. MANHOLE
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NEW 42" AERIAL CROSSING.
CONNECT TO NEW 8'-DIA,
MANHOLE.
NEW 48" GRAVITY SEWER IN
PARALLEL ALIGNMENT WITH
NEW 6"-©IA, MANHOLES.
FIRST BROAD RIVER
STEAM -ER TREATMENT
PLANT HEADtM1ORKS
FIRST EROAO RIVER'�A"WTP
UTFALLVMPROVEMENTS
WVVT"P OUTFALL AREA
CITY OF SHELBY
CLEVELAND COUNTY, NORTH CAROUNA
LEGEND
EXISTING GRAVITY SEWER
EXISTING GRAVITY SEWER
TO BE ABANDONED
PROPOSED GRAVITY SEWER
PLAN
GRAPHIC SCALE I TNC I I = 20J FEET

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EXISTING GRAVITY SEWER —.—
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PROPOSED GRAVITY SEWER S
PROPOSED
BEGIN NEW 24'
GRAVITY SEWER
PROPOSED
NEW AERIAL SEWER
CROSSING OVER DRAINAGE
FEATURE (TYP. OF 3)
PROPOSED
ROUTE 24" SEWER TO EXISTING
PARALLEL ALIGNMENT AND
BEGIN NEW 30 GRAVITY SEWER
PROPOSED
EXTEND EXISTING B"° J�
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NEW GRAVITY SEWER (TYP)
PROPOSED
CONNECT TO EXISTING
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A. a 0 C I A 'r E
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OUTFALL IMPROVEMENTS
US HWY 74 TO HICKORY CREEK OUTFALL
CITY OF SHELBY
CLEVELAND COUNTY, NORTH CAR'OLINA GRAPI3IC SCALE
PLAN

BEGIN NEW 20"
GRAVITY SEWER LINE
REPLACE EXI STING 8"
GRAVITY SEWER LINE
BORE AND JACK STEEL ENCASE
PIPE UNDER MARION STREET.
ATES
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A
CONNECT NEW SEWER LINE
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OUTFALL IMPROVEMENTS
SUTTLE STREET TO MARION STREET
CITY OF SHELBY
CLEVELAND COUNTY, NORTH CAROLINA
ISTING GRAVITY SEWER
ISTING GRAVITY SEWER ~�—
TO BE ABANDONED
ROPOSED GRAVITY SEWER. itelms
NEW 20" GRAVITY SEWER LINE
ROUTED BETWEEN EXISTING
SEWER ALIGNMENTS
E
NEW 8" GRAVITY
SEWER LINE
CREEK CROSSING
IT

Division of Vilater flesovittiec
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: City of Shelby
Project Name for which flow is being requested: Sewer Outfall Ini rovements
)fore than one FTSE niay he required for a single project U.' the owner of the WWTP is not responsible for all pump
stations along the route oft/ieproposediastewaterflow
Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: City of Shelby First Broad wIrrp
b. WWTP Facility Permit #: NC0024538
Allflows are in MGD
c. WWTP facility's permitted flow 6.000
d. Estimated Obligated flow not yet tributary to the WWTP 0.5978
e. WWTP facility's actual avg. flow 3.18
f. Total flow for this specific request 0.00
g. Total actual and obligated flows to the facility 3.77
h. Percent of pennitted flow used 63%
IL. Complete this section for each pump station you are responsible for along oute of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Putnp Average Daily Approx, Not Yet Total Current
Station Firm Flow** Current Avg. Tributary. Flow Plus.
(Name or Capacity,* (Firm / pt), Daily Flow„ Daily Flow, Obligated Available
Number) MOD MOD MGD MOD Flow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that.
can be achieved with the largest .pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < O.
Page 1 of 6
FTSE 08-13

Outfall Improvements
City of Shelby
Cleveland County, North Carolina
Project Narrative
Suttle Street to Marion Street. Outfall
This portion of the project generally consists of replacing the two (2) existing parallel gravity sewer lines
(8" & 121 with a new single 20" gravity sewer line. The new sewer line will generally be located
between the existing sewer lines and outside of the 100-year floodplain. The 20" sewer line will be
extended north of Carolina Avenue to replace an existing deficient 15" stream crossing and allow for the
reconfiguration of existing lateral gravity sewer lines which will improve local hydraulics and
accommodate abandonment of redundant sewer lines. A new 8" lateral gravity sewer also be installed
under the existing creek to allow for the removal of the existing stream crossing which is currently
within the stream flow path and not readily accessible. Additionally, a short 6" gravity sewer lateral will
be upgraded with a new 8" line. The existing sewer lines and manholes will be demolished and
abandoned in place.
Graham Street to Gidney Street Outfall
This portion of the project generally consists of replacing the two (2) existing parallel gravity sewer lines
(10/12" & 12") with a new single 20" gravity sewer line. The new sewer line will generally be located
within the same alignment as the existing lines to reduce the potential for encountering trench rock
while staying within the existing easement boundary. The existing aerial sewer crossings (2 each) over a
drainage feature will be removed and new 20" aerial gravity sewer crossing will be installed. The new
sewer line will connect to the existing downstream sewer line at Gidney Street where the existing
parallel sewer lines currently merge into a single interceptor. The existing sewer lines and manholes will
be demolished and abandoned in place.
US-74 to Hickory Creek Qutfall
This portion of the project generally consists of upgrading the existing 18" gravity sewer line with a new
24" gravity sewer line and combining existing parallel sewer lines (18" & 24") with a single 30" sewer
line. Three (3) new aerial sewer crossings will be constructed to replace five (5) existing aerial sewer
crossings which cross a streams and drainage features. Additionally, an existing 8" gravity sewer lateral
will be extended to the new 30" alignment. The new 30" sewer line will connect to an existing
downstream 30" interceptor, The existing sewer lines and manholes will be demolished and abandoned
in place,
WWTP Outfall
The two existing sewer interceptors (24" and 36") combine into a single 42" outfall whereupon it aerially
crosses a drainage feature and continues to the City's WWTP headworks. The culmination manhole of
the existing interceptors does not meet minimum design criteria for deflection angles and is
hydraulically restricted. As such, a new 42" aerial crossing is proposed to accommodate the existing 36"
outfall whereupon the two aerial crossings will culminate in a new 8'-diameter manhole, The existing
aged 42" downstream gravity outfall will be upgraded with a new 48" gravity sewer line and extend to
near the existing headworks facility. The existing sewer line and manholes will be demolished and
abandoned in place.
City of Shelby 1 Fast Track Sewer Permit Application
Outfall Improvements Project Narrative

McGill
A SS 0C1AT E„S
November 21, 2013
Mr. Michael Parker
Surface Water Protection Supervisor
Division of Water Resources
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville. North Carolina 28115
Fast Track Permit Submittal
Outfall Improvements
C\VSRF Project Number CS370502-06
City of Shelby
Cleveland County, North Carolina
Dear Mr, Parker:
On behalf of the City of Shelby, please find enclosed the required permit submittal
package for the above referenced project. The submittal package consists of the -following:
1, Application Fee Payment (S480.00)
2. Application 'Form (FTA 08-1.3)(1 original & 1 copy)
3. Stream Classification (WCAS 08-13)( 1 original & 1 copy)
4. Site Maps (Topographic and Street Level)(2 copies)
5. Project Narrative (2 copies)
The proposed project is being funded through the Clean Water State Revolving Fund
program. Per guidance from. the Infrastructure Finance Section, the City is requesting a sewer
permit. via Fast Track application. After issuance. I will forward a copy of the approved sewer
permit to the Infrastructure Finance Section for their project records.
The proposed project will replace existing gravity,' sewer lines that have reached the end of
their respective service lives and are significantly contributing to overall collection system
inflow and infiltration. It should be noted. that a permit. is being requested due to the new sewer
line sizes being upgraded over that of the existing sewer lines to accommodate current flow and
since a small portion of the new sewer lines being installed outside of the existing sewer line
easement right-of-way. It should. be further noted that a Flow Tracking and Acceptance form
(FTSF 08-13) has not been included with this submittal since the sewer lines are not being
extended and no new services will result. from the project.
Enninecrin * Planning • "17. inance

Mr. Mich Parker
November 2 0
Page 2 of
Please contact me i y°crcr have any, questions ccanccr-nin the enclosed submittal package
or need additional information. On behalf of the City of Shelby, thank you for your assistance
th this critical infrastructure project.
Enclosures
Sincere
McGII,.
AAiCIA.`I`1S, P.A.
J O EPH C.
Project En incc.
IAMS, PE
Rick flow,ll, City Manager,. City of Shelby.
Brad Cornwell, PLS., EI, Public Utilities Director, City o
Mike Waresak, PE, McGill Assoc i atcs, P.A._
PI201 2,00345/mp2 1 r ay] aloc: ;
Shelby

Permit Number 0036l
Cent! ap rin F *
1/27113
1
Permit Tracking lii
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations,
Extensions
Primary Reviewer
suttha. rtagulapally
Coastal SW Rule
Per rrritted:Flow
0
actity
Facility Name
Duffel! Improve
cation Address
;sure Sewer
Owner
Owner Narrae
City of Shelby
Da
/Events
Orig issue
11/27/13
Scheduled
Apia Received Draft lrnitiated Issuance
11/25/13
Regulated Activities
wow
Apartment complex
Church
conrtorniniatna
Institution, other
Office
Restaurant
Retail'
School'
Wastewater collection
Status Project Type
Active New Project
Version Permit Classification
1 0individual
Permit ContetAffiliation
Major/Mi
Minor
Region
Mooresville
County
Cleveland
Faculty Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Brad Cornwell
Grover St
Shelby
Public Notice issue
1/271.13
Requested/Received Events
Additional Inftsrrrratiora received
Additional €nforrnatror requested
NC
2ffer five
111r /1
Expiration

City of Shelby
P.O, Box 207
Shelby, NC 28151
(704) 484 683.3
Pay Four Hundred Eighty dollars. and 00 cents :"""A
To The NC©ENR
Order O/ 00000-0000
Verlior
Number
54408
Check
Date
11 /01 /2013
Check
Number
00126807
$480.00
THIS DI. SOREEMFNTE HAS SEEN APPR{: VED AS REQUIRED BY
THE LOCAL GOVERNMENT BUDGET FISCAL CONTROL ACT.

Nagui paIIy, Sujatha
Fro
Sent:
i.
Subject,
Attachment
ic Williams <Ji.'+l +ili ams@ illengineers, o
Friday, February 28, 2014 8:56 AM
lagulapally; Sujatha
Mike. ,Jaresak; Brad Cornwell; Eaton, Adrian
Amended Permit WQ0036853
Amended Fast Track_08-13_ RE'_7febl,pdf, Amended Project Paps_"03853
37feb1.pdf Cover Letter amended Permit WQ0036853.pdf
Good morning Sujatha,
Please find attached the amended per it application documentation for the above referenced project. Per your
guidance, the amended documentation includes a cover letter, Fast Track application and project maps,
understand that the amended permit application. will be used only to update your permit record files, I further
understand that you will not be re -issuing the permit since this amendment is for the record ourly. Please review tlt
attached information and let me know if you have any questions or require additional documentation, if the,
amendment is satisfactory, please let me know by e-mail so that I can forward your correspondence directly to DWI
review personnel, Thank you for all your help with this permit amendment.
J., Williams, PE
Project Engineer
McGill Associates, ',,
55 Broad Street
Asheville, NC 8801
(828) 57-0575

•
lASSOCIAT E S
February 28, 2014
1‘4% Sujatha Nagulapaily
Division of Water Resources
Mooresvi Ile Regional Office
610 East Center Avenue, Suite 301
Moores-ville, North Carolina 28115
RE: Amended Permit Application.
Permit WQ0036853
°titian improvements
City of Shelby
Cleveland County, North Carolina
Dear Ms, Nagulapally:
On behalf of the City of Shelby, please find enclosed the amended pemrit application for
the above referenced project,. Also enclosed are updated project extent maps that show the
current project scope, 1 have included all proposed pipe sizes and lengths in the ,amended perrnit
application, including lines deemed permitted, in an effort to clarify proposed improvements for
Division of Water infrastructure review personnel, As discussed during our previous phone
conversations, the amended permit application includes extension of an existing 10-inch force
main as well as installation of a new 12-inch gravity sewer line to accommodate the proposed
replacement and realignment of the new gravity sewer interceptors. Both of these line sections
were not included in the original permit application.
The 10-inch force main will be extended approximately 55 linear feet to allow the force
main to discharge „into an existing manhole proposed for replacement which is located
immediately upstream of the City of Shelby First Broad Wastewater Treatment 'Plant (WWTP)
headworks. The extension is required to facilitate construction and improve hydraulics at the
discharge :manhole: These improvements will occur within City WWTP property and the force
mainalignmentwill parallel an existing 42-inch gravity sewer proposed to be abandoned:
'file proposed 12-inch.gravity sewer wiH extend approximately 48 linear feet and connect
to a new manhole on the proposed 24-inch gravity sewer interceptor, The new 24-inch sewer
interceptor alignment was shifted away from the existing ,alignment in an effort to move the
sewer line out of an embankment area. The new 12-inch line is required to convey .flows from an
existing manhole with 6'78'710" influent lines to the :new 24-inch gravity sewer interceptor
manhole, No new flow will or could feasibly be directly connected to this new .12-inch. line:
Engineering • Planning • Finance
McGill Actsociules, P,A„ * P „0. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
878.252-0575 • Fax; 828.252-2518

Ms. Sttj thu aul l ly
Febmaly 28, 2014
Page 2 of
Please contact tt e if you have any question' cot earning the enclosed amended permit
application submittal package or treed additional information. On bet f of the City of Shelby,
thank you ft t° your assistance with updating your permit record files.
Sincerely,
McGill ASSOCIATES, RA..
osures
JOSEPH C. Witf.IAMS, PE
Project Engineer
Public Utilities Dire City taf"Shelby
Mike Waresak, P k illAssociates„ P.A.
ral ComwB
P12 12 2.0 45/st feb14..docx

USE THE TAB KEY TO '" OVE FROM FIELD TO HELD
Owner/Permittee:
it of Shelb
Application Number:
(to be compteled by DWR)
Full Legal Name (company, municipality, HOA, utility, etc)
Brad Cornwell, Public Utilities Director
Signing Official Name and 'Title (Please review 15A NCAC 2T 0106 )
c. The legal entity who will own this system is
Individual 0 Federal Municipality L] State/County 0 Private Partnership [1 Corporation 0 Other (specify)-
d. 824 West Grover Street le. Shelby
authorized signing of i als
Mailing Address City
North Carolina 1g. 28150
State Zip Code
lh. [phone] 1i L'04) 484-6808 1j, brad cornweli
Telephone Facsimile
2. Proiect (Facility) Infortlrtatian:
Outfall Improvements
Brief Project Name (permit will refer to this name
Cantact Person:
Joseph C Williams, PE (Project. Engineer - McGill Associates P A.)
E-mail
ofshelby com
2b. Cleveland
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Applicati
3b. [phone]
Phone Number
Project is tg� New [ Modification (of an exerting permit)
Owner is Public (skip to !tern B(3))
0 Private
3c, [e-mail]
E-mail
n Permit No
to Item 2(a))
If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
0 Retaining Ownership (i.e store, church, single office, etc.) or 0 Public Utility (Instruction D)
0 Leasing units (lots, townhomes, etc - skip to item 8(3j) 0 Homeowner AssoclDeveloper (Instruction E)
LI Selling units (lots, townhomes, etc - go to item 6(2b))
City of Shelby
Owner of Wastewater Treatment Facility (WW'TF) Treating Wastewater From This Project
First Broad River Wastewater Treatment Plant
Name of WWTF
a. City of Shelby 5b.
Owner of Downstream Sewer Receiving Sewer Size
The origin of this wastewater is (check all that apply)
Residential Subdivision
Apartments/Condominiums
© Mobile Home Park
School
Restaurant
Office
4b. NC0024538
Gravity 5c
Li Force Main
WWTF Permit No.
Permit of Downstream
Retail (Stores, shopping centers)
E Institution
Hospital
El Church
Ei Nursing Home
0 Other (specify)
Volume of wastewater to be allocated or, permitted for this particular project: zero (0)
'Do not include future
or previously permitted allocations
If the permitted flow is zero: indicate why
'Instruction F
100% Domestic/Commercial
% Industrial
(Attach Description)
Oth
L Pump Station„ Outfall or Interceptor Line where flow wilPl be permitted in subsequent permits that
Ej Flow has already been allocated in Permit No,
0 Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
(Attach Description)
gallons per day
is line
FTA 08-13 APPLICa\TfON
Page 3 of 6.

rZ
0 Pump Station ILocation ID:
Z
Longitude:
Design Flow
(MGD)
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCA.0 2T 0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
Note that this project consists of replacing existing sewer lines which have reached the end of their respective service lives.
A permit is requested because sections of the existing sewer Vine will' be replaced with larger diameter sewer line to
accommodate existing sewer flows and a small portion of new sewer line will be installed outside of the existing easement
boundary. See attached project narrative for description of proposed improvements.
Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
20
24
30
42
48
Length (feet)
648
5 163
,546
1,577
96
475
New Gravity or Additional
Force Main
New Gravity
New Gravity
New Gravity
New Gravity
New Gravity
New Gravity
Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
(self chosen - as shown on plans/map for reference)
de:
Operational Point
GPM @TDH
Power Reliability Option
- permanent generator w1ATS: Force Main Size Force Main Length
2 - portable generator wIMTS
Pump Station Location ID: (self chosen - as shown on plans/map for refere
Longitude:
Design Flow
(MGD)
Operational Point
GPM @TDH
Latitude:
e
Power Reliability Option
- permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
1NilI the wastewater flow in the proposed sewer fines or pump stations be able to be directed to another treatment facility?
© Yes No If Yes, permit number of 2nd treatment facility
!(RO — if "yes" to 8,12 please contact the Central Office PERCS Unit)
ts. Does the sewer system comply with the Minimum Design Criteria for the Permitting of Pum�,Stations and Force Mains
(latest version), the Gravi Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
Yes Q No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
F1`A 08-13 AF'PI it:ATION
Page 4 of 6

14, Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Cartification? Yes D No 0 NIA
Sedimentation and Erosion Control Plan? Yes El No 0 NIA
Trout Buffer Waiver? 0 Yes D No N/A
Stennwater? 0 Yes 0 No N/A
15, Does this project in I de ny high primity ihies
manholes)?
(a)) nvolv
es, siphons, or interfereni
Check if Yes: snd provide details: Install four (4) new aeriai sewer crossings (2(T, 20, 24, & 3OE) to replace existing aerial
crossings, Instal one (1) new aerial crossing (42') adjacent to existing aerial crossing to Improve hydraulic efficiency„
Owner/Pemlittee's Certification: (Signature of Signing Official and Project Narne)
1, Bread CoMWell , attest that this application for Outtall Improvements has been reviewed by me and is accurate I
and complete to the best of my knowledge, I understand that if all required parts of this application WV not completed and ‘,
that if all required supporting documentation and attachments are not included, this application package Is subject to
being returned as incomplete, Note: 0 accordance with North Carolina General Statutes 1-11:21L0,4 and 141215 613,
any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a
Class 2 misdemeanor, which may include a fine not to exceed $1OOOO as well as civil Penalties up to $25,000 Per
violation.
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 1561:4,cAng gjo_oqu
0
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
sioSePh C, ,areesf that this application for OutfaII mprovements has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
documentation to the best of my knowledge. I further attest that to the best of rny knowledge the proposed design has
been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
LU adopted February 12, 1998, and the Minimum Design Criteria for the Fast -Track Pennitting of Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance, 4ffbar:9h other
professionals may have developed cerfaln portions of this submittal package, inclusion of these materials under my
signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with the proposed
design, Note: In accordance with NC General Statutes 1,13-21 and 1WL§(), any person who knowingly makes
any false statement representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation,
2a. J e h CarlWtta
Pro
2b, McGill Associates, RA.
Engineering Firm
2c, Post Office Box 2259
me
Miflng Address
2d, Ashevffle 2e. NC 2f, 28802
City State Zip
2g, 18;8) 252-0515, 2h. ([phone] 21 ilen!neersco
Telephone Facsimile E-mail
NC PE Seal, Signature a Date

THE COMPLETED APYLWATIWNAND SUPPORTING DOCUMENTATION (0RIGlNAI,AND COPN") SHALL BE
SUBMITTED TO T14E APPROPRIATE REGIONAL OFFCE:
� REGIONAL OFFICE
Asheville Regional Office
Fayefteville Regional Office
Mooresville Regional 0
Raleigh Regio
o
Washington Regional Office
ington Regional Office
inston-Salern Regional
2080USHghwmy70
bvannanoa,North Carolina 28778
(82E)296-4500
(828)2997O43Fax
225Green Street Suite 714
Fayetteville, North Carolina 28301'5094
(910433-3800
(81Q)48G-O7O7Fax
10 E. Center Avenue, Suite 301
Mooresville, North Carolina 28115
(704)0631888
[phone]Fax
1628Mmil Service Center
Raleigh, North Carolina 27699-1628
[phone]
,VVashingtcnSquare Ma
Washington, North Carolims27889
[phone]
27Cardinal Drive Extension
Miington, North Carolina 28405
(910) 796-7 15
[phone] Fax
mu0hto�wnStree
771-5000
771-4630 Fax
COUNTIES SERVED
_
Avery, Buncombe, Burke, Caldwell, Cherokee,
C|ay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell. Polk,
Rutherford, Swa�n, Transylvania Yancey
Anson, Biaden.Cumberland, Hamett, Hoke
Montgomery Moore, Robeson, Richmond,
Sampson Scotland
Alexander CoUmnuo.Catawba, Cleveland,
Gaston, |nageU.Lincoln, Mecklenburg, Rowan,
Stanly, Union
Chatham, Durham, Edgecombe, FranhUn,
Granville, Halifax, Johnston, Le*, Nash,
Norlhampton.Orange. Person, Vance, Wake,
arren, Wilson
Beaufort, Bortie.Camden, Chowun.Craven,
Cunituch.Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pmequotank.
Pmrquinnana, FlU. Tyrrell, Washington, Wayne
unowiok.Carteret, Columbus, Duplin.New
Hanover, Ons�ow, Fender
AJammnce.Alleghany.AsheCaswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Rando|po.
Stokes, Surry, Watauga, Wilkes, Yadk�n
FTAO8'|34PPL|Ca!iON Page 6wr6

City of Shelby
Outfall Improvetnents
Amended Permit Ai)plicatiort
Permit WQ0036853
Additional Lines to he Permitted
111111141111111'
18
OWOMPSNmR4WAVV,WW"-.4„.,
IINAMP* logiveotINOVingy ,
nnnAlnEnniOninnnt:
ttneaseititleili
55 ForceNtain Extcrisittn
48 New Gravit:v
57
New Gravity
*Note:
The 18-inch line was not included in the original permit application becatme it 1deemed
permitted This line is a same -size replacement in an adjacent alignment to improve local
hydraulics,

XISTING
NFL E" LINE ADDED
TO EXTEND EXISTING.
TO PROPOSED LINE
REE " T, I=t,ARION SIRE E
REVISED PROJECT E\,.I,.EN H
CITY OF S H E L.
C LE'°a ELAND COUNTY, NORTH CAROLINA
REPLACE EXISTING
t 5" V! P SEVVE:R +, /
L NEW 2O VINE.
REMOVE CREEK
CROSSING, ABANDON
UNNEEDED SEWER LINES,
NEW ' GRAVITY SEWER --
LINE CREEK CROSSING
SORE AND JACK STEEL ENCASEMENT
PIPE UNDER MA I SN STREET.
LEGEND
NEW' GRAVITY SEWER LINE
ROUTED BE W EN EXISTING
SEWER ALIGNMENTS
AfE FISTING MANHOLF.
PROJECT EXTENTS,.
PLAN

GRAHAM STREET TO GIDNEY
REVISED PROJECT EXTENTS
TY OF SHEL'
'ELAND COUNTY. NORTH CAI'RONA.
G `t
E � OE LINE EXTENDED °^ O
F 0 ALLOWABANDONMENT'
E 'OUR CXIS1ING MANHOLES
MAN DR
CONNECT EXISTING GRAV P(
SEWER LATERAL TO NEW 2O
SEWER LINE T'P.)
REPLACE EXISTING NHLE:
CONNECT TO EXISTING
D STREAM GRAVITY SEWS
EGEND
Y SE ESE s
NEW " UNE ADDED
ALLOW ABANDONMENT OF
FOUR EXISTING MANHOLES
REPLACE EXISTING
PARALLEL SEWER LINES
WITH SINGLE 28" SSE LINE.
LOCATED WITHIN EIS tNC
SEWER ALIGNMENTS
AERIAL SEWER CROSSING
OVER EXISTING UTILITY ACCESS
ROAD DRAINAGE CULVERT.

HICKORY CREEK _ UT =AI,..L.
REVISED PROJECT EXTENTS
CITY OF SH
C:LE.VEL.<'AND COUNTY. NORTH C
7
EXTEND NEW 4" T
EXISTING MANHOLE
NEW 2,P SE AR.
AERIAL CROSSING
OVER DRAINAGE
EEATU E
HIGH EXISTING 24TUNE.
SCH 01 SECTION ES NEW
AND SHALL. REMAIN,
GNNT E.ISTING GRAVITY
SEWER DINES LTG NEW ".
R "WI SEWE1 ". SEWER L INE ,,
NEW II":sE1 AERIAL GHGSSING,s'
DER HIGH SCHOOL BRANCH'
I EAUGN AND CONNECT
EX1 STING S"tr LINE,
SHELE"LETY LIMITS—'
-END
NEB ' SER LINE 1NSTAILBO OUTSIDE
OF EXISTI G SEWER ALIGNMENT
BEGIN NEW 30" SEWER L/
X
1 " 3", SEWER EXTENDED
CI PROVIDE E SERVICE TO
EXISTING CUS TOMEI .
REPLACE PARALLEL SEWER
LIDS WITH NEW 3 3" 'GRAVITY
SEWER LINE INSTALL ED WITHIN
EXISTING 34", ALIGNMENT:
EXTEND AND CDNNECT EXISTING µ
E' UNE TO NEW 3E" SEWER.
1
A
1
END 3OSEWER LINE AT _
DI AERIAL CROSSING

LINT ON BARNS: :=.,¢ AFT FAL
IF )0JECT NOT CHANGED SINCE ENGINEERING ERING REP x k 3 t
CITY OF SHEL
E_E:`YELAND c I Iw.INTY. NORTH CAPO
ET
N '249 SEWER
NEW E' DIAMETER MANHOLE
INSTALLED OVER EXISTING LINE..
Ec:!STINK3 EWER
u.NEs
PROPn
. EI?L rT EextETI 1 a1ANHOL
NEW8 E" 'ER LINE.
METER MANHOLE.
REPLACE EXISTING
MANHOLE Al EXTEND
NEW 0' SEWER 1I E.

HE .AC) rtrV F,),, K IS AREA `EA `_) U1" FAL.I_
REVISED PROJECT— \TE N T
CITY OF SHEL;:
0IJ N
EXISTING 42' AERIAL
CROSSING TO REMAIN'. --
REPLACE EXISTING :MANHOLE
EXTEND EX€STI 1 Es" FORCE
RCE
MAIN 1°0 NEIN MANHOLE
FERS'T BROAD RSVER
'VAS TE, WATER
TREATMENT PLANT
NEA DV1©,RKS
NORTH CAROLIN 4
`" "' NEW 6I-DIAMETER.. M H",w.*
INSTALLED OVER EXISTII
SEWER1.stNE.
tEW 4 ` AE, IAIw GR SS NQ
ON CONCRETE PIERS,
REPLACE EIETiN HOEE
WITH NEW ' DIAMETER
IANKOLE WITH COSTOMIHASEI,
REPLACE EXITING 42"" SEWER LINE.
WI NEW m, SEWER LINE INSTALLED
IN HARM LEL ALIGNMENT
9ENT.
PLAN

Water Resources
ENVIRONMENTAL QUALITY
June 6, 2016
Mr. David. Hux
City of Shelby
P.O. Box 207
Shelby, NC 28151-0207
PAT MCCRORY
Governor
DONALD R. VAN DER VAAR.T
SUBJECT: Final Engineering Certification Acknowledgement
Outfall Improvements
Permit No. WQ0036853
Permittee: City of Shelby
County: Cleveland
Dear Mr. Hux:
Secretary
S. JAY Z.IMMERMAN
l�irecto
The Division. of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on June 3, 2016.
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 from 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. Forrn PNOCF can be downloaded from
http:I/portal.ncdenr.org/webfwq/swp/ps/cs/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Barry Love
Environmental Specialist
cc: Michael J. War P.E., (McGill Associates, 55 Broad St, Asheville, NC 2880
Central Files
MRO
State of North Carolina 6 Environmental Quality Water Resources i Water Quality Regional Operations
Mooresville Regional Office 610 East Center Avenue, Suite 3011 Mooresville, North Carolina 28115
704 663 '1699

FAS'I"fRACK ENGINEERING CERTIFICATION
Permittee: City of Shelby
Project: Outfall Improvements
Permit No. WQ0036853
Issue Date: 11/27/2013
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction,
▪ Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form, Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or
minimum design criteria. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
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 Perrnittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof,
Iik
Printed Name, Title
Signature
ENGINEERS CERTIFICATION
LI Partial
ht*e IA/4 S ie a a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe ( periodically, E weekly, full time) the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit; 15A NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials,
North Carolina Professional Engineer's
Seal, signature, and date:
\g CAL
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received, Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions
DWR Use Only:
1low from this prqjec „s tnbutdr>

Mr. Michael Parker
Surface Water Protection Supervisor
North Carolina Department of Environmental Quality
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, North Carolina 281 15
RE: Engineer's Certification
Outfali Improvements
Permit No, WQ0036853
CWSRF Project Number CS370502-06
City of Shelby
Cleveland County, North Carolina
Dear Mr, Park
On behalf of the City of Shelby, please find enclosed the Engineering Certification and one
of record drawings for the above referenced project. These documents are being submitted
rdance with the permit issued by your office.
Please advise if any additional information is required.
Sincerely,
McGILL ASSOCIATES, P.A.
r'
E W;ARRESAK, PE
Senior Project Manager
Enclosures
Cc: David Hux, City of Shelby
Dee 'Browder, NCDEQ,. Mooresville Regional Office
Ben Cathey, PE, McGill Associates
P:2012/1,..0O345/1etters'mpO1jun.l6-cng certdoc
55 Brood Street 'R O. Rux 2250
As'hevilli, North C .AAi.%illa. Novth art fur 288
plr828.252,0575
is 82 8.252.2518
wAVu.rn gii1k