WQ0039632_Regional Office Historical File Pre 2018

Water Resources
ENVIRONMENT AL OLIALIT Y
December 11, 2017
Mr. Timothy Kiser, Engineering Director
Water & Sewer Authority of Cabarrus County
232 Davidson Highway
Concord, NC 28027
Subjec
Dear Mr. Kiser:
ROY COOPER
Go vernor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Infer* Dirrcor
: Permit No. WQ0039632
Water & Sewer Authority of Cabarrus County
Derita Road Widening
Wastewater Collection System Extension Permit
Cabarrus County
In accordance with your application received November 17, 2017 and additional information received
December 8, 2017, we are forwarding herewith Permit No. WQ0039632 dated December 1 1, 2017 to the
Water & Sewer Authority of Cabarrus County (Permittee) for the construction and operation upon
certification of the subject wastewater collection system extension, This permit shall be effective from the
date of issuance until rescinded and shall be subject to the conditions and limitations as specified therein.
This cover letter shall be considered a part of this perrnit 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 I14: 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 Permittee to ensure that the as -constructed project meets the appropriate
design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
General Statute §143-215.6A 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.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Ivlooresville Regional Office I. 610 East Center Avenue, Suite 301 I Mouresvi1le, North Carolina 2611.5
764 663 1.699

If you need additional information concern this rna r please contact Ori Tuvia at ( ) 23
via e-mail at orLttuvia@ncdertr. o .
Since re8
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: Steve Scruggs .E)' 1-copy)
Mooresville Regional Office Files
Water Resources Central Files
PER E-copy)
Page

Environmental
Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes ©f North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Water & Sewer Authority of Cabarrus Cou
Cabarrus County
tY
for the construction and operation of approximately 170 linear feet of 18-inch gravity sewer and 94
Linear feet of 48-inch gravity sewer. As part of the Derita Road Widening project, and the
discharge of 0 additional gallons per day of collected wastewater into the Water and Sewer Authority
of Cabarrus County's existing sewerage system, pursuant to the application received November 17,
2017 and additional information received December 8, 2017, and in conformity with 15A NCAC
2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable;
the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000, as applicable; and other supporting data subsequently filed and approved by the
Department of Environmental Quality 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: WQ0039632
Permit Issued: December 11, 2017
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Water & 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's 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 for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted he in, 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 Division. [15A NCAC 02T.0304 (b)]
H. 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 Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215, .1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 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 materials unless specifically mentioned herein. [15A NCAC
02T.0110]
3 This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.1[15A NCAC 02T .0110]
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 .0108(b)]:
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
inaplemented.
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 shalI be inspected at least once per every onths and inspections
documented.
g.
A general observation of the entire sewer system shall be conducted at least once per year.
Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215A C.
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 means 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 Perm ittee shall report by telephone to a water resources staff member at the Mooresville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Page 5 of 8

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 1 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 Form CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO was beyond control. [G.S. 143-
215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T,0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, 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 purnp 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
number/type of connections), regulations, or the Minimum Design Criteria. Requested modifications
Page 6 of 8

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 .01161
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(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the
of the wastewater collection facilities. [15A NCAC 02T .01161
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 § 43-215.6C, 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)]
I . 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; 15A 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: CITY OF KANNAPLIS
PERMIT #: WQ0039632
PROJECT: DERITA ROAD WIDENING
ISSUE DATE: DECEMBER 11, 2017
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 CERT IFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature
ENGINEER'S CERTIFICATION
Date
, as a duly registered Professional Entineer in the State of North Carolina,
having been authorized to observe (El periodically, El] weekly, LI full tirne) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
El Final E Partial (include description)
Certification Comments/Qualifiers (attach if ne
sa:
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 —FAST TRACK. SEWER SYSTEM EXTENSION APPLICATION
ETA 04-1.6 & SUPPORTING DOCUMENTATION
Application Number:
e oiipkred k DWR)
All items must be completed or the alication will be returned
I. APPLICANT INFORMATION:
1.
Applicant's name: The Water
Applicant type: Individual
Federal
LI Corporation
El State/County
horityofCabarrus County (company, municipality, HOA, utility, etc.)
Privately -Owned Public Utility
El Other
0 General Partnership
Municipal
3„ Signature authority's name: Timothy Kiser per 15A NCI '7 127.1.0106(b1
'Title: Engineering Director
4. Applicant's mailing address: 232 Davidson 'Highway
City: Concord State: NC Zip: 28027-
5. Applicant's contact information:
Phone number: [phone] Email Address: tkiserAwsacc.org
IL PROJECT INFORMATION:
1. Project name: NC DOT U-4910A, Widening of Derita Road (SR 1445) from Concord Mills Blvd (SR 2894) to Aviation Blvd
Application/Project status: Proposed (New .Permit) 0 Existing Permit/Project
If a modification„ provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County ‘),/here project is located: Cabarrus
4, Approximate Coordinates (Decimal Degrees): Latitude: 35,379488Longitude: -80.726724'
5. Parcel ID (if applicable):
(or Parcel lD to. closest downstream sewer)
DI. CONSULTANT INFORMATION:
1. Professional Engineer: John D. Poetzsch License Number: 007952
Firm: AECOM
Mailing address: 1.6.00 Perimeter Park Drive
City: Morrisville State: NC Zip: 27560-
Phone number: [phone] Email Address: iohn,poetzschaaecom.com
IV. WASTEWATER TREATMENT FACILITY' (WWTF) INFORMATION:
1. 'Facility 'Name: Rocky River Regional WWIT Permit Number: NC0036269
Owner Name: Water and Sewer Authority of Cabarrus County (WSACC), North Carolina
V. RECEIVING DOWNSTREAM SEWER INFORMATION (If different than WNYTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Namber':, : WQ( S_
Owner 'Narnets):
FORM: FTA 04-16 Page 1 of 5

111.. GENERAL R.EQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
0 Yes 01No NIA
2. Ifthe Applicant is a Developer of lots to be sold, has a Develo,per's Operational Aurejt/ 'FOR 4: L 11 becn attached?
0 Yes 0No N/A
3. If the Applicant is a flome/Propem Ownersssociation, has an Operational Agreement (FORM: F10,,,N been attached?'
0 Yes flNo N/A
4. Origin of wastewater: (check all that appl)):
Residential Owned
LI Residential Leased
School / preschool I day care
21 Food and drink facilities
Businesses! offices / factories
Retail (stores, centers, malls)
Retail with food preparation/service
LI Medical / dental / veterinary facilities
0 Church
LI Nursing Home
5. Nature of wastewater : 100 %Domestic/Commercial '1,10 Commercial
0 %.lndustrial (See 15.A, NCAC 02{ „0103(20))
>Is there a Pretreatment Program in effect?
Li Car Wash
Hotel andlor Motels
0 Swimming Pool /Clubhouse
LI Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
Yes 0 No
6. Has a flow reduction been approved, under 15A NCAC 02T .0 14(fr 0 Yes No
r s, provide a copy of flow reduction approval letter
7.. Summarize wastewater generated by project:
Establishment Type (see 02-11.0114(1))
Daily Design Flow
No, of Units
Flow
gal
GPD
gal(
GPD
gal/
galgal
gal/
GPD
GPD
GPD
GPD
Total 0 GPD
a See I5A NCA( 02T . 4 id (0(2i for caveats to wastewater design flow rates (i.e„ minimum flow per
dwelling; proposed unknown non-residential 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 in G.S. 42A-4),
b Per 15A NCAC 02T ,0 I 14(c), design flow rates for establishments not identified [in table NCAC 41 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GRD (per 1,5,A NCAC 02T ,01 14)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
El Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit Number:
Rehabilitation or replacement of existing sewer with no 'new flow expected
0 Other (Explain):
FORN4: FTA 04-16
Pave 2

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
18
'70
Di
48
94
RCP
% Section 11 & Ui of the MDC for Permitting of Gravity Sewers contains information related to design criteria
% Section 111 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 MDC
VIII. PUMP STATION DESIGN CRITERIA (if Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2„4pproximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3, Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational poings) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
6.: Power reliability in accordance with 15A NCAC 02T ,030.501A 11:
El Standby power source or pump with automatic activation and telemetry - 15A. NCAC 02T :0305(h.)(1)(B),;
Required for all pump stations with an average daily flow 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:
El Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1 )(G)
or
Ei Portable pumping unit with plugged emergency pump connection and telemetry - I5A NCAC 02T .0305(11)(1)(C):
% ft 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.
% if the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided in the case of a. multiple station power outage.
FORM: .1--"FA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS— (02B .0200 & 15A NCAC 02T .03050:
I. Does the project comply with all separations found in I 5A NCAC 021 .0305t fl &I 2,1
• 15A NCAC 02T,0305(f) contains minimum separations that haII be shaltprovided for
Setback Parameter*
Storm wers and other utilities not d beIo (vertical)
ains (v- tical-water o•
ater mains (horizonta
inc uding in benched trenches
,we
Yes Li No
S
Separation Required
24 inches
in
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
Reclaimed water lines (horizontal - reclaimed over sewer)
18 inches
**Any private or public water supply source, including any wells, WS-I waters of Class 1 or
Class ll impounded reservoirs used as a source ofdrinking water
**Waters classified WS (except WS-1 or WS-V), B, SA, OR W, HOW", or SB from normal
high water (or tide elevation) and wetlands (see item 1X...2)
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
Any basement
pe otembankrnent or cuts of 2 feet
Drainage systems and interceptor drains
Any swimmingpools
Final earth grade (vertical)
a
2 feet
100 feet
50 feet
0 feet
ee
0
5 feet
10 feet
36 inches
• 5,A NCAC 02T„0305 contains alternatives where separations in o2'1 0305(1) cannot be achieved.
Stream classifications can be identified using the Division's NC Surface Water Classifications wehpaue
• If noncompliance with 02T„0,30.51fi og1 see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) Yes El No N/A
';•>. See the Division's draft separation requirements for situations where separationcannot be meet
No variance is required ifthe alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? Ei Yes D No N/A
▪ This would include Trout Buffered Streams per 1.5A NCAC 2B.,0202
4„ Does the project require coverage authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
Information can be obtained. from the 401 & Buffer Permitting Branch
tj Yes No
5. Does project comply with I.5A NCAC 02T.0105.1ja6) (additional permits/certifications)? Yes E:1 No
Per j,i02T0105c6, directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained, issuance ofthis permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, storrnwater management plans, etc.),
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T„(1402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer,
El Yes No ENA
if yes, include an attachment with details for eachline, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per I.5A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: F"f A 04-16 Page 4 of 5

X. CERTIFICATIONS:
Does the submitted system comply with 15 A NCAC 02'f, the Mil Design Criteria for the Pen-nitting of Pump Stations
and Force Nlains latest versionfl, and the Gravity Sewer Minimum Design Criteria (latest versiolui as applicable?
Yes E] No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the request is required prior to submittal of the Fast Track Application and supporting
documents.
2, Professional Engineefs Certification:
attest that this application for
(Professional Engineer's name from Application Item II1.1,)
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 my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Scwer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials. under my signature and seal signifies that I have reviewed this
material and have judged i.t to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-21.5.6B, any person who knowin.glymakes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor* which may
include a fine .not to exceed $10,000, as well as civil penalties 'up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
! —,,t-
(Signature Authority's name & title from Application.3,)
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that .if ail 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. 1 understand that any: discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, andlor criminal prosecution. 1. will make no claim against the Division of Water Resources should a
condition ofthis permit be violated. I also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
me as incomplete.
NOTE - In accordance with General Statutes 143-215,6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or c.ertification 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:
C
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
Division of r Re (FFSE —01/14)
(WSACC USE ONLY) U-4910A — Derita Road tnterceptor Relocations (Rocky
River and Christenbury Interceptors)
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility -- Permit #NC0036269
r Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
WWTP facility's permitted flow, MGD
26.500
Estimated obligated flow- n t tributa to the W GD 2,777
WWTP facility's actual avg. daily flow, MGD 16.205 (61.15% o
Total flloN,v for this specific request, MGD
-.rotaactual and obligated flows to the facility, MGD
Percent of permitted flow used
0.000
18.427
69,54%
Section 11, Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Pump Station
(Name or 'Number)
Firm Capacity *
MGD
(A)
Design Average Daily Flaw "
rFirrirlpf)
MGD
(8) (C)
Approx. Current Obligated, Not Yet
;Average Daily Flow Tubular,' Daily Flow
MGD MGD
Lower Rocky River PS r 3'7.000
14.800
(1))
(F)1A-D)
Total Current How Available
Onligated Flow c
MGD MGD
9.564 1868
11,432 i 3.368
The Firm Capacity of any pump station is defined as the maximum pumped flow that can he 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 not less than 2,$.
Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the \s%1I there Available Capacitv 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 be
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 hest
available data, This certification applies to those items listed above in Section I and Section 11 plus all attached planning
assessment addendum for which, to the best of my knowledge, willnot adversely affect the downstream sewer capacity.
Signattg_s)afthis form *cates acceptance of this wastewater flow,
W.SACC's Sigiting 0 Sign'aturec-) Date
Revision Date: 08/09113

To North America °"' 10
Figure No. 1
Vicinity Map
Project Area
Data use subject to license
DeLomie -lobo Nortti Prner aTM 10
www delorme corn

PROP. 1 - 5' DIA..
UTILITY MANHOLE Al
STA. 0+00.00 LINE A
85.04' LT. OF
-L- STA. 124+99.41
1 ,
1 ,
I ,
...,„...,
PROP. 170.24' - 18" DI
SANITARY GRAVITY SEWER
152' - 30" ENCASEMENT PIPE
(OPEN CUT
PROP. 1- REMOVE UTILITY MANHOLE
PROP. 170' - ABANDON 18" UTILITY PIPE
(DI SANITARY GRAVITY SEWER)
60' - ABANDON 30" UTILITY PIPE
STEEL ENCASEMENT PIPE)
PROP. 1 REMOVE UTILITY MANHOLE
PROP. 1 - 5' DIA.
UTILITY MANHOLE A2
STA. 1+70.24 LINE A
85.13' RT. OF
-L- STA. 124+94.71
S.!
NOTE:
PLAN SHOWS 12" PVC SEWER LINE.
RECORD DRAWING INDICATES 18" DI
SEWER LINE
PROP. 16" WATER LINE
CHRISTENBURY 18" DI SEWER (LINE A)
SEE SHEET UC-5
FOR WATER MAIN
RELOCATION PLAN

PROP. 1 - 7' CIA..
UTILITY MANHOLE 82
STA. 0+30.23 LINE 8
93.41' LT. OF
-L- STA. 145+41.21
RCP
GRAVITY EfER
PROP. 1 - 7' DIA.
UTILITY MANHOLE B1
STA. 0+00.00 LINE 8
23.03' LT. OF
L- STA. 145+34.85
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PROP. 94.33' - 48" RCP
SANITARY GRAVITY SEWER
68' - 90" TUNNEL LINER PLATE.
25
tii
HOR
5 0
VERT. 1" - 10'
Prepcsrrdn Flea
Office .E
SCALE:
0 50
10
U -491OA
UC-8
WW SHEET NO.
UTILITIES ENGINEER
FIFM i.YCENSE n F.0194e"
rprw^'G h NC 2401'Sxtra#[x �75
C 85�-6Zt}Ct - 19441 454-6259..FA.Yi
UTILITY CONSTRUCTION
PROP. 1- REMOVE UTILITY MANHOLE
PROP. 16" WATER LINE
PROP. 94' - ABANDON 48" UTILITY PIPE
(RCP SANITARY GRAVITY SEWER)
ROCKY RIVER 48" RCP SEWER (LINE B)
SEE SHEET UC-6
FOR WATER MAIN
RELOCATION PLAN

AECOM 919-461-1100 tel
1600 Perimeter Park Drive 919-461-1415 fax
Suite 400
Morrisville, North Carolina 27 560
viirww.aewm.com
November 16, 2017
Division of Water Resources
Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, NC 28115
Re: Plan Submittal
Sewer Main Relocations
NCDOT U-4910A Widening of Derita Road
Water & Sewer Authority of Cabarrus County
AECOM Project No, 60300471
Dear Review Group:
Enclosed please find two copies of the following for the referenced project for your review and
approval:
• Fast Track Sewer System Extension Application (FTA 04-16);
• A check in the amount of $480.00 for the application fee;
• Flow Tracking / Acceptance Form (FTSE-01 14);
• Color USGS Map of Project Location; and
• Two Street Level Maps of Project Locations*
Derita Road (SR 1445) is being widening by the NC Department of Transportation. To
accommodate the project, it is necessary to relocate existing manholes on two different sewer
mains out of the project area, New manholes and sewer mains will be installed to accomplish
this.
At your earliest convenience, please review the enclosed application and supporting information
for approval, If there are any questions, or if additional information is needed, please do not
hesitate to contact me by email at steve scruqqsaecom.com or by telephone at 919-461-
1446.
Sincerely,
AECOM Technical Services of North Carolina, Inc,
Steve Scruggs, P.E.
Project Manager
Enclosures
cc: Timothy R. Kiser, PE, WSACC

Central Files: APS SWP
121812017
Per rrt t Number WQ003 2
Program Category
Nod -discharge
Permit Type
Gravity Sewer Extonsion, Pump Stations, Pressure Sewer Extensions
Primary Reviewer
ori.tufa
Coastal S uli
Permitted Flow
0
Facility
Permit Tracking Slip
Status
to reeler
Version
A
Project Type
New P
Permit Classification
Individual
Perm Contact Affiliation
Facility Name
NCDT U-491 0A "rdetain of rite Rd.
Location Address
Owner
ajorltwlior Region
Minor Mooresville'
County
Cabarrus
Facility Contact A filla
OwnerName
iCC
once issue
1211112017
Owner Type
Non -Government
Owner Affiliation
PO Sox 428
Concord
Scheduled'
App Received Draft initiated issuance Public Notice > Issue Effective
1111712017 1211112017 12/1112017
Regulated Antsvltles
Child care facility
Food and kindred products manufa
Office
Retail"
School
Wastewater collection
utf ll
Waterbody Name
Reques
id /Received Event;
Additional information
ted
Additional information roteived
26
Expiration
17
17
mindex Number Curr t Glass Subbasrn

CUMEMT HAS VI