WQ0038852_Regional Office Historical File Pre 2018

PAT McCRQ14,Y
DON „ V A N DEW&
,Tt.11S,
JAY ZIMMERMAN
Water Resources
E14' L$ AL )AL
A
November 16, 2016
Mr. Timothy Kiser, Director of Engineering
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
P.O. Box 428
Concord, NC 28026
Subject: Permit No. WQ0038852
WATER AND SEWER AUTHORITY OF
CARARRUS COUNTY
Improvements to Mount Pleasant Pumping Station
Number 1 and 2
Wastewater Collection System Extension Pennit
Cabarrus County
Dear Mr, Kiser:
In accordance with your application received November 7, 2016, we are forwarding herewith Permit No,
WQ0038852 dated November 16, 2016 to WATER AND SEWER AUTHORITY OF CABARRUS
COUNTY (Permittee) for the construction and operation u on certification of the subject wastewater
collection system extension. This permit shall be effective from the date of issuance until rescinded and
shall be subject to the conditions and limitations as specified therein. This cover letter shall be considered a
part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
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.
It shall be the responsibility of the Perm ittee to ensure that the as -constructed project meets the appropriate
design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
General Statute §143-215.6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
State of North Carolina Environmental ()utility Water Resources I Water Quality Regional Operattara
Mooresville. Regional Office I 610 East Center Avenue, Sine 301 I 'Mooresville, North Carolina 28115
704 663 1699

If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 15013 of North Carolina General
Statutes, and tiled with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Ori Tuvia at [phone] or
via e-mail at ariauvia(djnedenr,gov.
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: Gregory Wells (P.E.) (E-copy)
Mooresville Regional Office Files
Water Resources Central Files
PERCS (E-copy)
Page 2 of 8

Environmental
Quatiry
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 2 1 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
WATER AND SEWER AUTHORITY OF CA..BARRUS COUNTY
Cabarrus County
for the construction and operation of pump station Number 1 and Number 2; both pump stations
will be equipped with audible and visual high water alarms, telemetry, and a permanent generator
with automatic transfer switch as part of improvements to Mount. Pleasant Pumping Station
Number 1 and 2, and the discharge of 0 additional gallons per day of collected wastewater into the
Water and Sewer Authority of Cabarrus County existing sewerage system, pursuant to the application
received November 7, 2016, and in conformity with I.5.A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February'. 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting data subsequently filed and approved by the Department of Environment
and Natural Resources and considered a part of this permit_
This permit shall, be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0038852
Permit Issued: November 16, 2016
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY 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 Water and Sewer Authority of
Cabarrus county Rocky River Regional Wastewater Treatment Facility in accordance with Permit
Number NC0036269.
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 forthe Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned. herein, Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria, and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
. SPECIAL CONDITIONS
ON° flow in excess of the quantity permitted herein, 0 GPI), 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 Division. f 1 5A NCAC 021.0304 (b)].
II. STANDARD CONDITIONS
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 Perrnittee, a fo.nnal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-21.5.1.(d3)1
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division'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 I., 2000, as
applicable; and other supporting materials unless specifically mentioned herein. [15,A NCAC
02T.011. 0]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A. NCAC 02T .01101
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. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0100)]:
Page 4 of 8

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.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at least
once per week.
e. High -priority sewer lines shall be inspected at least once per every six months and inspectioflS
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 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. 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 ineans 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 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.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility,.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for 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
Page 5 of 8

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 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 II of Fonn CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO was beyond control. [G.S. E43-
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)]
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 pen -nit 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, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted
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:
a. 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.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. if a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. 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 to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
Page 6 of 8

number/type of connections), regulations, or the Minimum Design Criteria. Requested modifications
or variances to 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 Minimum Design Criteria should be requested and
approved during the permitting process prior to construction. After -construction requests are
discouraged by the Division and may not be approved, thus requiring replacement or repair prior to
certification & activation. [15A NCAC 02T .0116]
Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall 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 firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [15A NCAC 02T,0105(r))
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 NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000, as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-215,6A
through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)1
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.
[15A NCAC 02T .0110; 1.5.A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S, 143-215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
PERMIT t$: WQ0038852
PROJECT: IMPROVEMENTS TO MOUNT PLEASANT PUMPING STATION NUMBER
1 AND 2
ISSUE DATE: NOVEMBER 16, 2016
This project shall not be considered complete nor allowed to operate in accordance with standard
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 to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
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 by the Division, A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
1, 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
_ENGINEER'S CERTIFICATION
Date
1, , as a duly registered Professional En :eer in the State of North .Carolina,
having been authorized to observe (E periodically, 0 weekly, Li fuli 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 E Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

DhIsion of Water iiesources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPIACATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Numbe compkje,d h DW'R)
All items must he completed or the application will he returned
I.. APPLICANT INFORMATION:
1„ Applicant's name: Water and Sewer \uthont of Cabatrus county (company, municipality, HOA, utility, etc,)
2. Applicant ty pe LJ Individual
0 Federal
LI Corporation
State/('ounty
0 General Partnership Ei Privately-Own.ed Public Utility
Ej Municipal 0 Other
3, Signature authority's name: Funothy R. Kiser, P.E. per 1,5A_INCAC (12'11.01061_11)
Title: Director of En
4. Applicant's mailing address: PO Box 428
City: Concord State: NC Zip: 28026-0428
5, Applicant's contact information:
Phone number: [phone] Email Address: timkiserAwsacc.org
IL PRO.IECT INFORMATION:
1. Project name; Improvements to Mt. Pleasant„ , Station No, I and No 2.
2, Application Project status: LI Proposed (Nev Permit) Existing Permit'
If a modification, provide the existing permit number: WQ00 and issued. date:
If nevv construction hut part of a master plan, provide the existing permit number WQ00
Countvhere project is 'located: Cabarrus
4, Approximate Coordinates (Decimal Degrees): Latitude: 35.382158Longitude: -80,42677'7'
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
IlL CONSULTANT INFORMATION:
1. Professional Engineer: Gregor, Wells, PE,. BC11
Finn: Willis Engineers
Mailing address: 10700 Sikes Place, Suite 115
City: Charlotte State: NC Zip: 28277-8159
Phone number: [phone] Email Address: greg(ii!willisengineers..com
License Number 24494
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. .Facility Name: Rocky River Regional WWTP Permit Number NC0036269
Owner Name; Water and Sewer Authority olCa arms County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WO Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s),
1ORM: FTA 04-16 Page 1 of 5

r;ENERLREQ
UIREMENTS
fthe Applicant is a Privately-Ovvned Public'Lltil
If the Applicant at
Ifthe Applicant i,
Developer of lots to
4. Origin ofwastewater:. (check all that apply):
6.
] Residential Owned
Residential Leased
❑ School f preschool ! day care
Q Food and drink facilities
❑ Businesses offices ! factories
Nature of wastewater : 100 ?4, Dormest
Industrial
> Is there a Pretreatrne
y, has a Certi
❑ Yes
d,has c
El Yes
Retail (stores, centers, malls)
❑ Retail with food preparation service
❑ Medical / dental f' veterinary. facilities
❑ Church
Nursing Home
ercial °'o Commercial
a flow reduction been approved under 15AACfA(
If yes, provide a copy of flow reductionapprowa
7, Summarize wastewater generated by project:
Establishment Type (see 02"1'.0114(0)
-I
Daily Design Flow "'
fence and Necessity been attached:'
No
I OFt\l a [)F;\ I been attached?
be:.n attached"'
❑ Car Wash
❑ Hotel and or lvlotels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
No. of Uni
FIov
gal
gal!
GPD
GPF)
GPD
(wr P D
gal
Total
GPD
GPL)
GP[)
a See 1 t�, t�')? h .01 14 biC do-1l I lt�n�'��i_(elj for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown nonresidential development uses; public access facilities located near high public use areas;
and residential property located south or east of the ,Atlantic Intracoastal Waterway to be used as vacation rentals as defined
Per 15A NC'AC 02T .0114(c), design flow rates for estahlishttaent: trot identified [in table 1 A \(m\('t)2f'_J1
determined trsittg available flow data, water using fixtures, occupaoperation patterns, and other measur
ated by project: 0, GPD (per15A av(:�AC 02T .01 14")
le future flows or previously permitted allocations
is zero, indicate why:
❑ Pumtp Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
Do not inc
❑ Flow has air
dy been allocated in Permit Number:
Rehabilitation or replacement of ea fisting sewver with no new flows expected
❑ Other I Explainl:
FC)Rtil: FTA
Page 2 of 5

VII GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & NIL)( (GravitYS
Summarize gravity sewer to he permitted:
• Section II & 111 of the MDC for Permitting of Gravity Sewers contains infOrmation related to design criteria
• Section III contains information related to minimum slopes for gravity sewer(s)
• Oversizing lines to meet minimum slope requirement is not allowed and a violation of the \11)C
Vill. PUMP STATION DESIGN CRITERIA (11Applieable)— 02T & MI)( (Pumi Stations/Forec Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED TNTHIS PROJECT
1, Pump station number or name: Np.,_1L
2 Approximate Coordinates (Decimal Degrees): Latitude: 35,382158Longitude -80,426777" PS No, 1
3, esign flow of the pump station: 0.972 millions gallons per day (firm capacity)
4, Operational point(s) of the pumpts): 675 gallons per minute at 254 feet total dynamic head (IDH) PS No, 1
5. Summarize the force main to he permitted (for this Pump Station):
Size Length (feet) Material
6 Power reliability in accordance with 15A NCeNC Olf „01305Nt
Standby power source or pump with automatic activation and telemetry - 15.A NCAC 021 .0305t. hi( 1.1(B)j
Required for all pump stations with an avera.ge daily flov greater than or equal. to 15,000 gallons per day
';'• Must be permanent. to facility
Or if the pump station has an average' daily flow less than 15.000 gallons per day:
Ej. Portable power source with manual activation, quick -connection receptacle and telemetry - 1 5A. 'N( AC 021
.0305( lin I)(C)
Of
n Portable pumping unit with plugged emergency pump connection and telemetry - 15A NIC.AC 02T 0305(111(1
• It shall he demonstrated to the Division that the portable source is owned or contracted by the applicant (drall agreement)
and is compatible with the station,
lithe 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 timetrames, shall be provided
in the case of a multiple station power outage,
FORM', FTA 01-16
Page 3 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02" :0305 &„NI Ts):
Summarize gravity' sewer .to be permitted:
Size (inches)
Length (feet)
Material
Section II & HI of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section contains information related to minimum slopes for gravity sewerts)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VDU PUMP STATION DESIGN CRITERIA (If Applicable) —,02T .0305 & )10C.,(Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
Purnp station number or name:, No. 2
7„Approximate Coordinates (Decimal Degrees): Latitude: 35.377755Longitude- 80.449494' PS No, 2
$. Design flow of th.c pump station 0„806 millions gallons per day: (firm capacity)
4. Operational poinns) of the pumpts): 560 gallons per minute at 261 feet total dynamic head (TDH) PS No, 2
5. Summarize the force main to be permitted (for this Purnp Station):
Size (inches) Length (feet) Material
.6, Power reliability in accordance with 15A NCAC 02T ,0305(h it
Standby power source or pump with automatic activation and telemetry - 1.5A NCAC 02T .0305(11)(1)(Th:
Required for all pump stations with an average daily flow greater than or equal to 1,5,000 gallons per day
. Must be permanent to facility
Or if the pump station has art average daily flow less than 15,000 gallons per day:
Portable power source with manual activation, quick -connection receptacle and telemetry - 15A. NC.AC 02'T
.0305( htt ,t(C)
or
LI Portable pumping unit with plugged emergency pump connection and telemetry I5A NCAC 02T .0305(htt1n( ):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
lithe portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pimp stations' storage
capacities and the rotation, schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM; FTA 04-16
Page 3 of 5

IX. SET.BACKS & SEPARATIONS — (0213 .0200 & ISA NCAC 02T .03051(1)):
1, Does the project comply with all separations found in 15A NCAC 02T .030.5_013k t_g)
• 15A NC,A.(.' 02T.0305(1) containminimum separations that shall be idedit
Setback Parameter*
Stortn sewers and other utilities not listed below (vertical)
aterznains (vertical -water over sewer including in benched trenches)
'atei inains (horizontal)
Reclaimed wat.es (vertical - reclaimed over sewer)
Reclaimed water lines (horizontal - reclaimed over sewer)
**Any private or public water supply source, including any wells, WS-I waters of Class or
AaSS 11 impounded reservoirs used as a source of drinking Water
*Waters classified WS (except AVS-1 or WS-V), B. SA. ORW, HOW, or SE3 from normal
hioh water (or tide elevation) and wetlands (see item 1X,2)
**Any other stream. lake, impoundment, or ground water lowering and surface drainage
dit es
An.v building f uridati
Any basement
op slope of embankment or cuts of 2 feet or more vertical heroJit
Drainage systems and interceptor drains
AnyssrnminpooIs
inal earth grade (vertical)
El Yes Z No
e uired
24 inches
18 inches
10 feet
18 inches
2 feet
fee
50 feet
10 feet
5 1.1
10 feet
10 feet
5 feet
10 teel
36 inches
15A NCA(J)2T))305tku contains alternatives where separations in 021,03950) cannot he achieved,
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpaQe
If noncompliance with O1I,0,30510 j(T g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of .separation)
See the Division's draft separation requirements for situations where separation cannot be meet
. No variance is required if 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 all setbacks found in the river basin rules per (5A NCA(' 0_29,0200?
• This would include Trout Buffered Streams per I 5A Nt'AC 213,0202
CS
Yes
No
4. Does the project comply with an individual 404. Permit or any 401 ( eriifcaons l Yes Z No
7. Wetland -related permits shall be requested, obtained, and adhered to for projects that .impact wetlands or surface waters
Information can be obtained from the 401 &„Buffer Permitting Branch
5. Does project comply with 1,5&N(:2:1C 02,12A) 10510(k) (additional permits/certifications)? Yes
Per 15,A NCAC 02 1 0105). directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtainedissuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stomiwater management plans, etc,),
(. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 1:5„A INC'AL02110 j02. "high -priority sewer" means an aerial sewer. sewer contacting surface waters, siphonor sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
S. Yes ZNo
• If yes, include an attachment sstth details for each line, including type (aerial line, size, material., and location),
High priority lines shall be inspected by the perniittee or its representative at least once every six -months and inspections
documented per .15A NCAC 02T.0,103(a)(5) or the permitee's individual System -Wide Collection pertnit
FORM: 1TA 04-16 Page 4 of

X. CERTIFICATIONS:
!Ilirlirl, Does the submitted system, comply with 15,1 NCAC 02T, the N linkman Design Criteria forthe Permitting of Pump Stations
and frirec Mainstlatestyersionl and the Gravity Sewer Minimum Design Criteria ihnest version) as applicable?
Yes 0 No
If No, complete and submit the Variance/Alternative Design Request application t VA DC I 0-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supportin documents.
' . Professional Engineer's Certification,
1, Gregory J Wells, P.E.
(Professional Engineer's name from Application Item 111.1.)
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. .1 further attest that to the best
of Illy 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 (riteriafor 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 materials under my signature and seal signifies that I 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 143-2156B, 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 \veil as civil penalties up to $25,000 per violation.
North Carolina Professional .Engineer's seal, signature, and date:
3, A mlicant's Certification per 15„A NCAC 02T .0106(b):
Timothy R,. Kiser, P.E.
(Signature Authority's name & title from Application :Item 1,3.)
4
Ony 3.44
14strinito-
4:5;
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that &all required parts of
this application are not completed and that if all required supporting docutnentation and attachments are not included, this.
application package is subject to being returned as incomplete, I understand that any discharge of wastewater froiri 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. 1 will make no claim against the Division of Water Resources should a condition
of this permit be violated. .1 also understand that Wall required pans 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 143-215.6A. and 14.3-215,6E3. 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,
Signature:
Date: 4)/2
FORN,1: FTA 04-16 Page 5 of 5

EXISTING
COLD WATER
CREEK INTERCEPTOR
UldiiiSENGINEERS
October 2016
Water and Sewer Authority
of Cabarrus County
USGS Site Map
Scale: 1" = 6500'

October 2016
MT PLEASANT
Ater and Sever Authority
f Cabanas County
Street Level Site
Scale. °' ="

Dhrlslon of Water Resou
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FISE-01114)
(WSA('C USE ONLY) Improvements to Mt. Pleasant Pump Stations I and 2
Section I. Name of wastewater treatment facility (WWII') receiving wastewater:
Rocky River 'Wastewater Treatment Facility — Permit 4,NC00362(i9
Muddy Creek Wastewater Treatment Facility — Permit 4'NC00811621
WWTP facility's permitted flow, MGD
26,500
Estimated obligated flow not yet tributary to the WWTPMGD 2.301
WWTP facility's actual avg, daily flow, MGD
Total flow for this specific request. MGD
Total actual and obligated flows to the facility, MG.
Percent of permitted flow used
16.88 (63.709/0 of permit)
0.000
19.181
72.38°,i)
Section 11. Pump stations along the route from the Jurisdiction's connection point to the WWTP,
Pump Station
(Name OF NifillIVF)
Mt. Pleasant PS
No,. 1
Mt, Pleasant PS
No.1
RRRWWTP MPS
Firm Capacity *
D
(A)
PCS.igr) A volt,gc 0 hilly How .*
(Moulin)
D
(BY.
Approv. Correni
Average Flow
:VI(a)
/interned,. Not Yet Total Current
tribmaty Daily How Plus Obligated HOW
?Oral
0,017 0203
.206, 0.017
11.380
255 1,635
Wirr(A-Di
A kailable
Copiams".
MGD
0,186
0,099
T54
The Firm Capacity of any pump station is defined as the maximum pumped flow that Cali be achieved with the largest pump IA ken tout of service.,
**Design Average Daily Flow is the rum capacity,' (gibe pump station divided by a peaking factor not less than 25
L ***A Planning Assessment Addendum shall be attached foe each pump sYation. located between the project connection point and the lAr'NVFP where Available t."apacity is <
Section 111 WSACC Certification Statement:
I, Timothy R Kiser, PE, certify that, to .the best of my knowledge, the addition of the volume of wastewater to he
permitted in this project has been evaluated along the route from the connection to the interceptor to the receiving
wastewater treatment facility; and the flow from this project is not anticipated to cause any capacity related sanitary sewer
overflows or overburden on any downstream pump station in route to the receiving treatment plant under normal
circumstances, given the implementation of the planned improvements identified in the planning assessment where
applicable. This analysis has been performed in accordance with local established policies and procedures using the best
available data, This certification applies to those items listed above in Section 1 and Section II plus all attached planning
assessment addendums for which, to the best of my knowledge. ‘Yill not adversely affect the downstream sewer capacity.
Signaujse of this form indates acceptance of this wastewater flow,
WSACC's Si,gnaiure
RevNlo )ute: 1109/1:

Program Category
Non -discharge
Permit Type
Gravity Sewer Ext
Primary Reviewer
nri emie
Coastal 6l rFtute
Permltte+d Flow
Facility
W00038
noon, Pur
p
eure 6
ter Exton
ns;
Central File: APS
1/11.016
Penni Tracking Slip
statue- Project Type
Active New Project
Version Permit Gtassificatier
1,00 Individual
Permit Contact Affiliation
Facility Name
improvements to Mt. Pleasant Pumpsng Station No. 1 No.
Owner
n Address
Majera
Ferri �tw Contact Affilia ten
Region
County
abarrus
e
Owner Name
vl ter and Sewer Authority €af CabosCounty
Datesve nts
Owner Type
Governmen unty
Owner Affiliation
Harry M. Wilson
PO Box 428
Concord
NC 80 6
Scheduled
rig issue App Received Draft Mitlsted Issuance
11t16/ 01 1117/ 016"
Regulated Activities
Wastewater collection
Outf
Pub tic Notice Issue
16/2016
Requested /Received Events
Additional information requested
Additional information received
Pxplratdon
rbody Name
xtIndex Number
rtt
Subbastn

Water Resources
ENVIRONMENTAL QUALITY
July 6, 2018
Mr, Timothy Kiser, Director of Engineering
WATER AND SEWER AUTHORITY OF CABARRUS COENTY
P.O. Box 428
Concord, NC 28026
MICHAEL S. REGAN
secretary
LINDA CULPEPPER;
InterimDirector
SUBJECT: Final Engineering Certification Acknowledgement
Improvements to Mount Pleasant Pumping Station 'Number 1 and '2
Permit No. WQ0038852
Permitee; WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
County: Cabarrus
Dear Mr Kiser:
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on 7/2/2018. 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. Form PNOCF can be downloaded from
http://portaLnedenr.org/web/wc Isw ,Ipslcs/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact Ori Tuvia at [phone], or at
ori.tuvia4hicdenr.gov.
Sincerely,
er,====hhhhe
Ori Tuvia, Environmental Engineer
Ivlooresville Regional Office
Division of Water Resources, DEQ
cc: Gregory Wells (P.E.)
Central Files, MRO (Laserfiche)
State or Noah Carolina, Environmental Quality Water Resources
C C:eMeTAnjSUF,le 30' Mi.X.YeSvOle.. N.0 281
Phone [phone]°49 tnternee www nolenflov

RZCE:VEDNCOPNRIbliVR
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERIVIITTEE: WATER AND SEWER AUTHORITY OF CABARRUS COUV
PERMIT #: WQ0038852
PROJECT: IMPROVEMENTS TO MOUNT PLEASANT PUMPING STATION NUMBER
1 AND 2
ISSUE DATE: NOVEMBER 16, 2016
This project shall not be considered complete nor allowed to operate in accordance with standard
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 dociunentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
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 Permittcc to
appropriate enforcement actions, The Pcrrnittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shall be a complete. set of
record drawings and design calculations regardless of whether partials have been. submitted,
PERMITTEE'S CERTIFICATION
1, the undersigned' agent for the Pen-nittee, 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 Permince is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof
Timothy Kiser, RE, Engineering Director
Printed Name, htle Signature
Date
.IENGINEER'S CERTIFICATION
1, Greg P.E. , as a duly registered Professional E in the State of North Carolina,
having been authorized to observe (E. periodically, [I] weekly, LI full time) the construction of the
project name and location as referenced above for the above Pertnittee 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; 1.5A NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Minitmun Design Criteria adopted February 12, 1996, as
applicable; the Division's Minimum Design Criteria for the East -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/signa & date:
[7] Final Li Partial (include description)
Certification Comments/Qualifiers (attach if nee sa
ry
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

ENG1 EERS
June 29,2018
Department of Environmental Quality'
Division of Water Resources
Water Quality Regional Operations Section
610 E, Center Avenue
ooresvill, North Carolina 21
Subject: Water and Seaver Authority of Cabarrus County
Contract 8.0 — Improvements to Mt, Pleasant Pumping Station No,1 and No.2
Permit No. WQ0038852
Engineering Certification
Gentle er
This letter is to verify that construction of the subject project has been completed in substantial
compliance and intent of the plans and specifications approved under Division of Water
Resources Permit Number VVQ0038852 dated November 16, 2016. Please find attached the
original, executed "Engineer's Certification" and supporting documents.
Yours very truly,
WILLIS ENGINEERS
Greg J. Wells, P, E,, BCEE
Enclosures
cc vv/Enclosures. I r. Timothy Kiser, P.E., WSACC
10700 Sikes Place, Suite 11
Charlotte, North Carolina 28277
704.. 77,9 44 ' NC License F-0114