WQ0038753_Regional Office Historical File Pre 2018

Water Resources
CNVIRONMENT AL QUALITY
October 3, 2016
Mr, Wilmer Melton, III, Director of Public Works
City of Kannapolis
401 Laureate Way.
Kannapolis, North Carolina 28081
Subject:
Dear Mr. Melton:
P-7,71,0
trmn
P417 MCCROtestr77771
ovvoitor
DONALD R. VAN DER VA.ART
Secrofury
S. JAY ZI.M.MERMAN
Permit No. No. WQ0038753
City of Kannapolis
PEGH Investments LLC Mass Grading
Wastewater Collection System Extension Pe
Cabarrus County
In accordance with your application received September 22, 2016, we are forwarding herewith Permit No.
WQ0038753 dated October 3, 2016 to the City of Kannapolis (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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as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 permit and is therefore incorporated
therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition IL 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 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
Mooresville Regional Office I 610 East Center Avenue, Suite 301 I Mocausville, North Carolina 2S115
704 663 1699

If you need additionalinformation concerning this matter, please con et Ori Tuvia at [phone] r
via e-mail at ori.tuvi cde i v
Sincerely,
fea, by W. Corey Basinger, Regional SuperviSupervisor
Water Quality Regional Operations Section
Division ision of Water Resources, NCDEQ
cc
Greg Welsh P.E (E-copy)
Mooresville Regional Office Files
Water Resources Central Files
PER E-copy)
Page
of

STATE OF NORTH CAROLINA.
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER ATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
City of Kannapolis
Cabarrus County
for the construction and operation of approximately 370 linear feet of 8-inch PVC gravity sewer and
359 linear feet of 8-inch DIP gravity sewer; to serve PEGH Investments LLC Mass Grading, and
the discharge of 26,400 gallons per day of collected wastewater into the Water and Sewer Authority
of Cabarrus County's existing sewerage system, pursuant to the application received September 22,
2016, 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 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.
y W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0038753
Permit Issued: October 3, 2016
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
City of Kannapolis 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.
SPECIAL CONDMONS
1) No flow in excess of the quantity permitted herein, 26,400 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
1. This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
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; 1.5.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 I, 2000,.as
applicable; and other supporting materials unless specifically mentioned herein. [15A NCAC
02T.01 1. 0]
This permit shall be effective only with respect to the nature and volume ofwastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Perrnittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2'T .0403. If an individuai
permit is not required, the following performance criteria shall be met: [15.A 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 shaft 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 (Le. 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 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 §143-215.1C,
h. A Grease Control Program is in place as follows:
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.
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.
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.
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
c. Any SSO and/or spill, regardless of volurne, 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 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 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(aI)]
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 foul' 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 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°A 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 Desit 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]
8. 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 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)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Pennittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15.A 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
PERMIT #: WQ0038753
PROJECT: PEGH INVESTMENTS LLC MASS GRADING
ISSUE DATE: OCTOBER 3, 2016
APLIS
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
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, Titte Signature Date
ENGINEER'S CERTIFICATION
1, , as a duly registered Professional En the State of North Carolina,
having been authorized to observe (0 periodically, E 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 l2, 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:
LI Final Ell Partial (include description)
Certification Comments/Qualifiers (attach if necesa
NC DWR —Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

•61,44sion 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 04-16 & SUPPORTING DOCUMENTATION
Application Number: /
(to be comp! clted by DWR)
All items must be cotipIeted or the application will be returned
APPLICANT INFORMATION:
1 Applicant's name: Citv of KnLapc
2, Applicant type: 0 Individual
El Federal
any, municipality,110A„ uU 1 it etc.)
0 Corporation
0 State/County
[1] General. Partnership
Z Nlunicipal
Signature authority's name: Wilmer Melton per l5A NCAC 02T ,01061b)
Title: Director of Public Works
4, :,kpplicant's mailing address: 401 Laureate Wav
City: Kannapolis State: NC Zip: 28081-0005
5, Applicant's contact information:
Phone number: [phone] Email Address: wmeltota?(:),kannapolisne,goy
11. PROJECT INFORMATION:
1, Project name: PEGH investments LLC Mass Grading
2, Application/Project status: Z Proposed (New Permit)
if a inodification, provide the existing permit number: WOO°
El Privately -Owned Public Utility
0 Other
ID Existing Permit/Project
and issued date:
Inew construction but part of a master plan, provide the existing permit .number. WQ00
3, County where project is located: C:iabariais
4, Approximate Coordinates (Decimal Degrees): Latitude: 35,4438' Longitude: -8' ,6758'
5, Parcel ID Of applicable): 5602009407
(or Parcel 1.D to closest downstream sewer)
1111. CONSULTANT INFORMATION:
Professional Engineer: Greg Welsh License Number: 33996
Firm: Burton Engineering Associates
Mailing address: 5950 Fairview Road, Suite 100
City: Charlotte State: NC Zip: 28210-
Phone number: [phone] Email Address,: gregfiiiburtonengineering„com
IV. WASTEWATER 'TREATMENT FACILITY (AVWTF) INFORMATION':
I, Facility Name: Rocky Rier Regional ‘,Vastexvater 'Ureatment Plant Permit Number: NC0036269
Owner Name: Water& Sewer Authority of Cabarrus County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ___
System Wide Collection System Permit Number(s) V'
Owner Name(s):
4 9
WORY)S
OF"FICE
1'0 M: 1l'-1/A 04-16 Page 1 (.)1

GENERAL REQUIREMENTS
1. If the ,Applicant is a Privately -Owned Public Utility, has it Certificate of Public Convenience and Necessity been attached?
El Yes ElNo NIA
2„ If the Applicant is a .Developer of lots to be sold, has a Developers Operational \reemen jj RjJEV) been attached?
3„ If the Applicant is a Horne/property 0 NVner
4,
Origin of iivastewater (cheek all that apply):
El Residential Owned
El Residential Leased
[1] School / preschool / day care
Food and drink facilities
Z Businesses / offices / factories
[]Yes L10 NIA
ssociation. has an Operational Agreement (FORM: IlOAl been attached?
Ej Yes EN° IN/A
Retail (stores, centers, malls)
Lil Retail with food preparationlservice
Ej Medical / dental / veterinary facilities
Church
Lil Nursing Ilonle
Nature of wastewater : % Domestic/Commercial
% Industrial (See I 5A NCAC 0.21
00_(1,:i Commercial
103 2
)1- Is there a Pretreatment Program in effect?
6„ Has a flow reduction been approved under I 5A NCAC 02T :0114(1)?
ves - vide a eop offlow reduction apDroval letter
Summarize wastewater generated by project:
pe (see 02T.0114(n)
unknown
Yes
Daily Design HOW ''b
Er] Car Wash
El Hotel and/or Motels
El Swimming Pool /Clubhouse
Ej Swimming Pool/Filter Backwash.
[1 Other (Explain in Attachment)
CS
N4
No
No. of Units Flow
880 galhicre 30 26,400 GPD
gal/ GPD
al GPD
gal
gal/
GPD
GPD
GPD
Totaf 26,400 GPD
a Sec 15A NCAC 024° :0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (4,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.
Per 15A NCAC 0.271 .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T,011:41 shall he
determined .using available flow data, water using fixtures, occupancy (r operation patterns, and other measured data,
8, Wastewater generated by project: 26,400 GPD (per 15A NCAC 02T .0114)
Do not include future flows or previously pertained allocations
lf permitted flow is zero, indicate why:
Li Pump Station or Gravity Sewer Where :flow Will be permitted in subsequent permits thatconnect to this line
Ej Flow has already been allocated in Permit 'Number:
El Rehabilitation or replacement ofexisting sewer with no mew flow expected.
E Other (Explaini:
FORM: FTA 0116 Page 2 01'5

VII. GRAVITY SEWER DESIGN CRITERIA Of Applicable) - 02T .0305 &
1. Summ.arize gravity sewer to he permitted:
C (Gravity Sew
Material
Ductile Iron
PVC
Section 11 & 111 oldie MLX. for Permitting of Ciravity Sewers contains information rclated to design criteria
Section 111 contains information related to minimum slopes for gTavity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the INDIC
VIII, PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & NI Dc(puttin Stations/Force .(V.
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
.Pump station number or name:
2. .Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3, Design flow of the pump station: millions gallons per day (firm capacity)
t. Operational point(s) of the pump(): gallons per minute at
Summarize the force main to be permitted (for this Pump Station):
feet total dynamic head (TM)
:hes) Length (feet) Material
6. Povver reliability' in accordance with 15A NCAC arr ,0305th( t):
Standby power source or pump with automatic activation and telemetry - I.5A NC AC 02-1 .03 05
.- Required tor 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:
LIJ Portable power source with -manual activation, quick -connection receptacle and telemetry - ISA. 02-1
.0305(1)( 1)(C)
or
El Portable pumping unit with plugged ernergency pump connection and telemetry - 15A N(. AC 02'1 .0305(h)(1)(( ):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draf) a.greement)
and is compatible with the station,
-lithe portable power source or pinup is dedicated to 'multiple pump stations., an evaluation °fall 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.
FORA1 FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (0211 .0200 & 15A NCAC 02T .0305(1)):
1 Does the project comply with ail separations found in I5A NCAC 02T .0305(1& t9-)
I 5A NCAC 021.0305(4) contains minimum separations that shall he rovide
Setback Parameter*
Storm sewers and other utilities not listed below 'ertica )
Water mains (vertical -water over sewer including it
VetterVater mains (horizontal)
Reclaimed ' ater hnes jertict.
- reclaime
'cr sewer)
died trenches
Reclaimed Water lines (horizontal - reclaimed over sewer
**Any private or public water supply source, including any wells. VS-1 waters of Class I or
.lassit impounded reservoirs used as a source of drinking water
**Waters classified \VS (except WS-I or WS-V), B, SA, ORW, F1QW, or S13 from normal
high water (or tide elevation) and wetlands (see item. IX..2)
Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
nv building foundation
Any basement
joimslope of C[flbH1kfl1Cflt or cuts of 2 feet
Drainagesystems and interceptor drains
Any twimming pools
Mal earth grade
ore vertical eight
NI ' No
Separation Required
24 inches
I 8 inches_
10 feet
18 inches
2 feet
10 feet
5 feet
10 feet
36 inches
1.5A NCAC 021 .0305t contains alternatives 'where separations in 021.0305„jf) cannot be achieved.
• **Stream classifications .an be identified using the Division's NC Surface Water Classifications webpage
• If noncompliance with 02-1.0305(1) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation)
j';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 shouldreference the location of areas effected.
El Yes
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 025 0200'.! Z Yes El No
• This would include Trout Buffered Streams per 45A NCAC213„0,202
4, Does the project comply with an individual ,404 Permit or any 401 Certificathms? Z Ye E No
Wetland -related permits shall he requested, obtained, and adhered to for projects t.
Information can be obtained from the 401 & Buffer Permitting Branch
pact ;etlands or surface waters
Does project comply with 15A NCAC 021.01 05(c)(6) {additional permits/certifications)? Z Yes LI No
Per 15A. NCAC 02T,0105(c)(6), directly related environmental perrnits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this 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.0402, "high -priority sewer" means. "arr!..,' aerial sewer, sewer contacting surfa.ce N.vaters„ siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
0 Yes No
Byes., include an attachment with details. for each line, including type (aeria) Inc. size, !material, and Ioeaton)
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
01-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with I 5A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Ciravitv Sewer Niinimum Design Criteria (latestversion). as, applicable?
[A Yes El No
If No, complete and submit h Variance/Altentative Design Request application (V.AD( 10-14) arid supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting, documents.
2. Professional Engineer's Certification:
Greg Welsh. Pt. attest that this application liar
(Professional Engineer's name Ii:om .Application Item. 111.1.)
Invesimenis Mass. Grading
has been reviewed by inc 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 Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force. Mains (latest version). Although other professionals may have developedcertain 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 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall he guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S10,000, as well as civil penalties up to S25,000 per violation,
• •
North Carolina Professional Engineer's seal, signature, and date: •
3. Applicant's Certification per 15A NCAC 021 .0106(b):
Wilmer Melton, 111 Direotor of Public Works
(Signature Authority's name & title from Application Item 13.)
FECAL [rives -talents 1,i ,C Mass Grading
has been reviewed by me and is accurate and complete to the hest of my knowledge, I understand that if all required pars 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 11011-
discharge si.,stem 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 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,
attest that this application for
NOTE — In accordance with Genet -at Statutes 14.3-2 I5.6A and I43-215.613, 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 S25,000 per violation.
Signature:
Date: 17
FORM: ['FA 04-16 Page 5 of 5

NOTES. Data av
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PPrSr' ACC
`SO 1. t,t ,2O04 • NC Star Pubic Sect©r
Mr. Michael C...egg
City Manager"
City of Kannapolis
P.O.. Box 1 199
Kaa.nnapol is, NC. 28082-1199
September 15, 2016
Flow Acceptance Request — City of Kannapolis
PEGH Investments LL( Mass Grading
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
Office: 232 Qao'a °._
Concord, NC 2802
Mait to: PC), Box 428
Concord, NO 25026-0428
704,7 6,178J # t04,795,'1564 F.
WVl W:M3C. ol`q
'this is an approval of the flow acceptance request that was received by Vater° and Sewer Authority of
Cabarrus County (WSACC) from the City of Kannapolis on September 14, 201.6. ` r t'C has or will have
capacity at the Rocky River Regional Wastewater Treatment Plant and appropriate sewer interceptors to transport
and treat the commercial wastewater from the proposed project entitled PEGII Investments. 1 1 (' Mass Grading,
located off Kannapolis Parkway. The referenced project rsill serve a 29.82 acre non-residential development,
�v°ith a projected wastewater flow nt 26.400 gallons per day (gpd), The'wastewater generated by this project will
be conveyed through the proposed 8-inch line, through an existing gta ityr ;y°stettt, and the-tr toes° WSACC''s
system at the existing 15-inch Afton Run Outfall Interceptor. \ '°SACC. aaK roes to accept v a.stew°liter from the
proposed development based on infcasAtasation provided br<- (`ity nl Kannapolis tr in„' t'rrth ("oar°calitta Department of
Environrnent.aal Quality (NCDI Q) svrastewater flow guidelines, ltowever., please contact 4'SACC once the
character of the wastewater is I.nown to determine whether any pretreatment reclui-en aet 1-
WSACC Capital hnprcavernent Program (CIP) has been on lrayr as }crtr go .since Fiscal Year 2005 - 2006„
funding Capital Projects entirely front Capital Reserves, and W'SACC" expects to continue: this policy into the
future. Projects on the CUP are subject to approval by \VSA((C's Board of Director's, support from local
a bodies. reftrlatory approval, and funding mailability. At this time there are no scheduled upgrades in
'i 'SACC I aeilitii located cf:)avatstxMcrirtt of this proposed project. It should be noted
of CIP projects oat°e ten'tat:i°e nand are revised periodically to reflect changing conditions
and needs,
it c asastrrra tiosa of''this project is not started within
rescinded and a second request and approval will be req
construct"
e any cues
is initiated.
a
ears of the daate of this approve.
tired. Please no'ACC,
704) 786-1783. cXtenSion

Divis
ater Rft, our
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Seller Extension Permit Applications
(yrsE-01/14)
(WSACC USE ONLY) PEGH Investments LLC Mass Grading
Section I. Name of wastewater treatment facility (WWII) receiving waste uter:
Rocky River Wastewater Treatment Facility Permit #NC00362,69
Muddy Creek Wastewater Treatment Fa.cility — Perrnit gNC0081621
WWTP facility's permitted flow, MGD 26,500
Estimated obligated flow not yet .tributary to the WWI', MGD 2.1.90
WWTP 'facility'sactual avg, daily flow. MGD 16.88 (63.70% of permit)
Total flow for this specific request, MG[) 0.026
Total actual and obligated flows to the facility, MG[)
Percent of permitted flow used
19.096
72.0.6%
Section 11. Pump stations along the route from the Jurisdiction's connection point to the WWTP
Pump Station
fNatrie or Number)
Lower Rocky River
PS
Firm Capaelly
MGD
37.000
(A (B) (0 tt)) u, i fi-r-Ch
Dcsro Average: Daily Flow ''* Approx. Currenr I kr i gra c.a., No Yet Totai Clar,aa Flow
I Firm,pri Average Daily. Flow 'Unitary Daily Flow Hes Gbligarcil How
MGD MGD M(E) MGD
14.80(1 ,710 1.973 11.683
Available
Capacity***
MGD
7
flie Firm Capacity of any pump station is defined As the maximum pumped flow that can be achieved with the largest pomp taken out of service.
**Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor not less than 2.5.
Planning Assessmerri Addendum shall be attached for each pump station located between the project connection point and the WWII' where Available Capacity is <
11
Section 111. WSACC Certification Statement:
J. Thomas Hahn, PE, certify that, to the best of my knowledge, the addition of the volume of waste -water 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 circuinstances,
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 I and Section II plus all attached planning assessment
addendums for which, to the best of my knowledge, will not adversely affect the downstream sewer capacity, Signature
of this !brill indicates acceptance of this wastewater flow.
.4CC 's Signing Official S
Revision Date] 08/09113

Septei„.1,er 90, 2016 1 6501 -06
North Carolina Department of Environmental Quality
Mooresville Regional Office - Water Quality Section
610 I4tst Center Avenue, Suite 301
:Mooresville, 'North (.7:arolina 281 15
Re: PEGH Investments L-LC -Mass Grading
Sewer Extension
City. of Kz.i.anapolis — Cabarrus County
.Dear Sir or -Niladam:
Please find attached for your review and appro-val the original and one copy of the permit
application. along with the $480 processing fee for the above referenced project. Also enclosed, is
the flow acceptance letter from the "Water Sr Sewer Authority of Cabarrus County stating they
viii accept and treat the additional wastewater at the Rocky River Regional Wastewater
Treatment Plant.
The proposed extension Vitconnect to the existing .K.annapolis sewer system which extends to
the WSACC. Afton Run Outfall Interceptor. This wastewater collection system will serve the
proposed PUGH Investments Ll.„C Mass Grading site. The proposed sewer flow to be discharged
is approximately 26,400 gpd to serve a proposed non-residential development.
The Water and Sewer Authority of Cabarrus County Standard Specifications for Wastewater
Collections Systems were approved by your office and are being maintained by the Division of
1.n.virontnental Management. This project twill be installed in accordance with these Standard
Specifications.
Please call. me at .704-938-1519 if you have any questions.
Sincerely,
A.. Mark„McGregor
G:\wordltrs\16501\16501-06 PEGH Investments Sewer PerrotPermt Letterdocx
fir\KANkliu NG 120 S. MAJN STREET PO Box 1248 K.ANNArous, N.C. 28082
704_9,38, 15.19 w\A"\,,,,,,,..KANNAN"N rsNc.,Gov

Cover
Attention;
From:
Project Name.
er
LIRTON
ENGINEERING
ASSOCIATES
CIVIL ENGINEERS
LAND PLANNERS
Fahaew Rd. m Snits 10.Charlotte, NC 28210
7 4) 553-8881 Fax (Th4) 553-8880
NCDENR — Division of Water Resources
Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, NC 28115
70-.a-1 gg
Greg Welsh, PE Burton Engineering Associates
PEGH Investments LLC ass Grading
Project lumber; 603-001
Date; May 20, 2016
Re, DWR-East-Track Application t'TA 04
PEGH Investments, LLC is proposing the mass grading of a 29,82 acre site off l annapolis Parkway in
Kannapolis, North Carolina, The site is proposed to be served by 729 feet of new public " gravity sewer with
jack and bore stream crossing.
If you have any questions concerning this inform ion please -contact e at (704) -3881 or by email at
Gre bort nengjneering.corn
Sincerely,
Greg "elsh, PE

Program Category
Non -discharge
Permit Tyree;
Gravity Sewer Extension. Pump Stations, & Pre
Pririaary Reviewer
tuvia
ule
Permitted Flow
26,400
Facility
ensions
Central Files: AS
10/12016
Per Tracking hp
Status
Active
Version
Project Type
New Project
Pei ma Classification
individual
Perrmt Contact Affiliation
Facility Name
PEGH investment
Location Address
Cwne
LC Mass Grading
Minor
Pacitity Cortta
At'filiati ai
Regione
Mooresville
County
Oedema
Owner Name
City of Kannapolis
fe'te`v E
Owner Type
Government Municipal
Owner Affsiiatian
Wilmer Melton ICI
DIR PUBLIC WORKS
PO Box 1199
Kannapolts
NC 28t381119
Sche±iuled
Ong issue
10/3/2016
Apo Received Draft hi t at
9122)2616
Regulated Achy
indutrialiCormeroial wash ke
Office
Wastewater collection
Publl Notice
soe Plfective
1013/2016 10/3/2016
Requested sted eceived Events
Expiration
Additional information requested 9/25116
Additional information received 3t30/ t 6
Waterbody Name
Strearretndex Ntanber Current Class Subbasin

ME KEY TO DO UMENT SECURITY • NEAT ACTIVATEDTHUMB PRINT . ADDITIONAL SECURITY F ATOR INCLU
t; •
BACK I OR D
TAILS
TY SANK
11
�€x Do i
RTMNT C I

Water Resources
ENVIRONMENTAL QUALETY
November 21, 2fl17
Mr. Wilmer Melton, III, Director of Public Works
City of Kannapolis
401 Laureate Way.
Kannapolis, North Carolina 28081
SUBJECT: Final Engineering Certification Acknowledgement
PEGH Investments LLC Mass Grading
Permit No, WQ0038753
Permitee: City of Kannapolis
County: Cabarrus
Dear Mr. Melton:
ROY COOPER
Governor
MIC.HAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on 1.1/16/2017, Enclosed is
a certification page for your records. A full review of the certification materials may or may not be
conducted. It is assumed that receipt of this certification indicates compliance with all regulations,
design criteria and the permit. However, if a full technical review is conducted, you will be notified
of any items of non-compliance.
Please be reminded that the Perrnittee 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://portal.ncdenr.org/web/wq/swp/ps/cs/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.tuvia�a'�;ncdenr. gov.
Sincerely,
Ori Tuvia, Environmental Engineer
Mooresville Regional Office
Division of Water Resources, DEQ
cc: Mr. Carlton Burton (P.E.) (E-copy)
Central Files
MRO
State of North Carolina
610 E. Center Avenue., Suite 301, l raro;tivi e, NC 28115
P"nnec.• 7{14-663-1699 [ Internet: wknv.ncd itr,c ov

Prir--
PERMITTEE: CITY OF KANNAPLIS
PERMIT #: WQ0038753
PROJECT: PEGFI INVESTMENTS LLC MASS GRADING
ISSUE DATE: OCTOBER 3, 2016
FAST TRACK SEWER ENGINEERING CERTIFICATION
This project shall not he 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,
PERNIITTEE'S CERTIFICATION
I, the undersigned agent for the Perrnittee, 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 Permit -tee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
I/J.40,T
Printed Name, Title
Date
ENGINEER'S CERTIFICATION
1,WCZ-4-4 , as a duly registered Professional Eiueer in the State of North Carolina,
having been authorized to observe (in periodically, 7Li weekly, Li full ime) 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 iv/signature & date;
Final L Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quaiity Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX [phone]

14Tater Resources
EN Vf ROWetNIAL„
As built check list (reference 2T .0300)
Reviewed By: Ori Tuvia
Review Date: 11/21/2017
Project Name: PEGH Investments LLC Mass Grading
WQ#: WQ0038753
1) As -built has been signed, sealed, and dated by an N.C. PE Z Yes No
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interm 1)/rect('r
2) Adequate information related to sewer lines :
Note that per the 2T and MDC, there is a minimum 8" for public gravity or minimum 6" for
private gravity, Three (3) feet IllitliMUM cover shall be provided for all sewers unless ferrous
material pipe is specified. Manholes shall be installed: at the end of each line, at all changes in
grade, size, or alignment, at all intersections, and at distances not greater than 425 feet, minimum
diameter of manholes shall be 4 feet (48 inches), Yes E No E N/A
3) Adequate information related to pump stations:
Ensure power reliability option is selected (15A. NCAC 02T.0305(h)). ri Yes 7 No N/A
4) Is Project design is in accordance with (see section B.13 of FTA 1.2-12)
I5A NCAC 02T Gravity Sewer Minimum Design Criteria (latest version) MinimurnDesign
Criteria for Permitting of Pump Stations and Force Mains (latest version). fJ Yes No N/A
If no, a variance approval is required per the requirements of 15A NCAC 02T,0105(b)
Applicant must submit TWO copies of the plans, specifications, and calculations
Contact the Central Office to discuss the variance request to determine a course of action.
The central office will review the variance request, and if approvable, specific language
regarding the variance will be forwarded to the Regional Office reviewer to incorporate into the
permit. A copy of the variance letter (or email corre ndence) should be kept with the
application file.
5) Project contains high priority lines (15A NCAC 02T .0402(2)) E Yes No
If Yes, insure that the permit contains the necessary condition related to high priority lines 15A
NCAC 02T.0403 (a)(5)
6) Is the Sewer As -built length within 10% of the fast track applied Length?
( I Original 'length of pipe --- As built length / Original length) < 1.0%. Yes El No
If no application need to be modified
State of North Carolina Environmental Quality Water' ReSOlifeeS 1 Water Quality Regional OperationEr
Mooresville Regional Office ; 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28.115
70,1 663 1699