WQ0037986_Regional Office Historical File Pre 2018

Pat McCrory
Governor
0�U�
North Carolina Department n{Environment and Natural Resources
August 20,3015
Mr. Wilmer Melton, D|,Director ofpublic Works
City ofKannapoUs
14OlBethpage Rd.
Kannapo|is,North Carolina 2808I
Subject:
Permit No. VVCU037986
[oncnescaneParkway
Gravity Sewers, Pump Stations, and Force Main Permit
[abanusCnunty
Donald n.van der Vonrt
Secretary
Dear Mr, Melton:
In accordance with your application received August 18, 2015, we are forwarding herewith Permit No.
VVQ8037986dated August 20,J01Stuthe city ofKannapnhs(Pe,mktee)for the, construction and
pperahonupon certification ofthe 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effective from the date of issuance until rescinded and shall be Subject to the conditions and limitations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.
Condition U.1: This permit shall net be automatically transferable; a request must be made and
approved.
Condition ||.4:
Requires that the wastewater collection facilities beproperly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued tmthe Perrnittee.
it shall be responsibility of the Permbtee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure tocomply may result inpenalties inaccordance with North
Carolina Genera/ Statute §143'2I5.6A 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, orlimitations 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 awhtten petition, conforming to Chapter 150B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
N[276g9'67l4. Unless such demands are made, this permit shall befinal and binding.
Mooresville Regional Office
Lwcaboo 51VEast Center Ave., Suite 301 Mooresville, NO 20115
Phone: (704)663-`h99\Fax: (704)m63-6040`Customer Service: 1-877-623'6748
mtemutwww.,*watwrqm,|ity.wrg
An Equal Opportunity �monmaomActilonEmployer

Concrescere parkway
Permit No. WQ0037906
If you need additional inforrmation concerning this rnatterP please contact Cori Tuvi at [phone] or
via e-mail at ori,tuvia@nccl nr.Rov.
Sincerely,
for S. Jay Zimmerman, Director
Division of Water Resources, NCDENR
by Michael 1, Parker, Regional Supers/ls
Water Quality Regional Operations Section
Division of Water Resources, NCDENR
c:
ichael O'Rourke R.C. e-copy)
resville Regional Office Files
Water Resources Central Files
PERCS (electronic copy)
Paeraf8

AyA.
NCDENR.
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
City of Kannapolis
Cabarrus County
for the construction and operation of approximately 228 linear feet of 8-inch gravity sewer to serve
Future development of the Concrescere Parkway, Phase l project, and the discharge of 0 gallons per day
of collected domestic wastewater into the Cabarrus County's existing sewerage system, pursuant to the
application received August 18, 2015, 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.
for S. Jay Zimmerman, Director
Division of Water Resources, NCDENR
By authority of the Environmental Management Commission
Permit Number: WQ0037986
Permit Issued: August 20, 2015
Page 3of8

`
,
SUPPLEMENT7�K� �������K� ������ �1����
o�� PERMIT "_���v~ox ~�"vx~^~"
City of Kannapolis is hereby authorized to:
Construct, and them 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[abarrwx Cnmnt/s Rocky River Regional Wastewater Treatment Facility in accordance with Permit
Numbe,NC[036Z69.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A N[AC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 13, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June l, 20O0aoapplicable, unless specifically mentioned hcreim. Division
approval is based on acceptance of the certification provided by North Carolina -licensed Professional
Engineer imthe application. |tshall bethe Permiltee^u responsibility toensure that the as -constructed
project meets the appropriate design criteria and rm1ps.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
1. SPECIAL CONDITIONS
No flow in excess of the quantity permitted herein, 0 GPD, shall be made tributary to the subject
sewer system until an application for permit modification for an increase in flow has been submitted
to and approved by the Division, [15A NC4CO2T.0304(b)]
11. 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 Permhtee, a formal permit request shall he
submitted to the Division accompanied by documentation from the parties involved, and other
soppor-+dng materials as may be appnophete. The approval of this request shall be considered on
its merits and may ormay not beapproved. [l5AN[ACOlTOl04;G.5l43-II5.1(d3)]
I This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit I5A N[AC ZT; the Division's Gravity Sewer Minimum
Design Criteria adopted February Il,199Gasapplicable; 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. t15A NCAC 02T.0110]
3. This permit shall beeffective only with respect tothe nature and volume ofwastes described inthe
application and other supporting data. [lSANCACO3T.O11O]
4. The wastewater collection facilities shall beproperly maintained and operated mtall times. The
Permittee shall maintain compliance with an individual systern-wide collection system permit for the
operation and maintenance of these facilities as required by 15A N[A[ ZT .0483. If an individual
permit is not required, the following performance criteria shall be met: 115A 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 w/aLco` 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
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
36Gdays per yead. Pump stations that are connected \natelemetry system shall beinspected
atleast once per week.
e. High -priority sewer lines shall be inspected at least once per every six months and inspections
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 yl43'215.IC'
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 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,
L For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education rnatcrlo|o to users of the collection system by the
permitteeo,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 inthe full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through 0 of this Rule fora minimum of
three years with exception of the map, which shall be maintained for the life of the system.
5. The Pennbtee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number /7U4\663-1699,assoon aspossible, but innocase more than 24
hours following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage orbreakage, etc,or
b. Any SSOand/or spill over ],BO0gallons; or
c, Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this, shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number/8OO\ 858-0360 o/ (919)
733'3300. Persons reporting any of the above occurrences shall file a spill report by completing and
submitting Part | of Form C6-55Q (or the most current Division approved form) within five days
following first knowledge ofthe nccurrence' This report must outline the actions taken orproposed
to be taken to ensure that the problem does not recur. Part || of Form [S'3S0 (or the most current
Division approved form) can also be completed to show that the 36O was beyond control. [G.S. 143'
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt, 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.01.08(b)]
7. Upon completion ofconstruction 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 nm'the form. y\complete certification is one where
the form is fully executed and the supporting documents are provided as applicable. Any
wastewater flow made tributary, tu the wastewater collection system extension prior tncompletion
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 aprivate entity with anOperational Agreement, then acopy of the
Articles of incorporation, Oec|arat|o,nu/Couenants/Rmotrcdono, and Bylaws that have been
appropriately filed with the applicable Qounty/sRegister mf 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 axapplicable. 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 (C0 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 portable povve,
source or pump is dedicated to multiple stations, an evaluation ofall the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
tirnefmmes,shall beprovided.
Page 6 of 8

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 mnthe record drawings, Vnthe certification inthe space provided, nr\nwritten 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 1096 or greater, inc/eased
flow' pump station design capacity �design increases of 596 or greater, and increases in the number/type of connections), regulations, the Minimum Design Criteria'
Requested
modifications orvariances \nthe Minimum Design Criteria will be reviewed onacase'by-casebasis that i tothe ��imimurn Design Criteria should be
and eachmni1�ownme�l. P|easena�eta variances
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 tocertification & activation, (I5ANCACO2T.8lI6]
8' Gravity sewerssewersinstalled 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 inthe field where all viable solutions have been
examined,aslope variance can berequested hnmthe 0vioionwith �rnnsupporting documentation.
This shall done through upermit modification with fee, Such variance requests will bcevaluated
as
on a case -by -case basis.Resolution of such request shallbe evident prior to completing and
submitting the construction certification. I1SANCAC0ZT.0lO5(n)]
9. A copy of the construction record drawings shall b, maintained on 0e by the Pe'nnittee for the life
ofthe wastewater collection facilities. (15ANCA[0ZT.U1l6l
10^ Failure to abide by the conditions and limitations contained in this permit; 154 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 280O as applicable; and other supporting materials may subject the Permi1tee to an
' enforcement action bytheDivision, naccor
| dancewith North Carolina General Statutes §143-215.6A
through §143'215'6C, constructionconstruction of additional or r�p|auamoeo1 wastewater collection facilities _
and/0/ referral of the NorthCaroUna'|\censed Professional Engineer tmthe licensing board. [15A
N[AC 02T.0104;15AN[AC82T.0108<b-c\]
11' In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Peroittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities. [lSANCA[0IT.U11O;15AN[ACOIT.O1OO(b)l
12 Th�isouanceof�hisp�rrni�shaUnntexenmptthePe,rnhteefrumonmp\yingxv�hanyandaU�atutes'
` rules, regulations, nrordlnancesthatmay be imposed by the Division any other Federal, State, or Local government aAencevvv i hichhave '|urisdicdnnorobtaining other permits which mayberequired
bythe Division nrany other Federal, State, ofLocal government agencies. [&6.143-2l5.I(b)]
Page. 7 of 8

FAST TRACK SE
ER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
City of Kannapolis
WQ0037986
Concrescere Parkway
August 20, 2015.
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation.
It should be submitted in a manner that documents the Division's receipt. Send the required
documentation to the Regional Supervisor, Water Quality Regional Operations Section at the address
noted in the page tooter.
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, Title
Signature Date
ENGINEERS CERTiFICATI©N
I, , as a duly registered Professional En Ineer in the State of North Carolina,
having been authorized to observe ( periodically, weekly, ] full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
Final
Partial (include description)
Certification Comments/Qualifiers (attach if necessa
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115

z
0
0
LL
z
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Owner/Permittee:
la. City of Kannapolis
Full Legal Name (company, municipality, HOA, utility, etc.
1b. Wilmer Melton, I11, Director of Public Works
Signing Official Name and Title (Please review 15A NCAC 2T ,0106 021 for authorized
lc. The legal entity who will own this system is:
❑ Individual ❑ Federal i Municipality ❑ State/County ❑ Private Partnership ❑ Corporation
Application Number:
(to be completed by DWR)
ld
1401 Bethpage Rd
Mailing Address
if. NC
State
0 1 h. 704-920-4200
c
Telephone Facsimile
2. Project (Facility) information:
2a. Concrescere Parkway Phase 1
Brief Project Name (permit will refer to this name) County Where Project is Located
3. Contact Person:
3a. Michael ©'Rourke - The Isaacs Group, PC
1 e. Kannapolis
City
1 g. 28081 _a
Zip Code
1j. wmelton
E-mail
?IOORESVILLE REGIONAL OFFICE
kannapo
com
2b. Cabarrus
Name and Affiliation of Someone Who Can Answer Ques
3b. 704-887-6582
Phone Number
ons About this Application
3c. [e-mail]
E-mail
cation (of an existing permit) If Modification, Permit No.:
2. Owner is ® Public (skip to Item B(3))
2a. If private, applicant will be:
0 Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one)
❑ Retaining Ownership (Le. store, church, single office, etc.) or ❑ Public Utility (Instruction D)
❑ Leasing units (lots, townhomes, etc. - skip to item B(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3. Water & Sewer Authority of Cabarrus Counly
Owner of Wastewater Treatment Facility (WWTF) Treating
4a, Rocky River Regional Wast
ewater ater Treatment Plant
Tte
Name of WWTF
5a.
LL 6.
Z
0 Homeowner Assoc./Developer (Instruction E)
astewater From This Project
4b. NC00036269
5b, 0 Gravity 5c.
Owner of Downstream Sewer-7Rece€ving Sewer Size 0 Force Main
The origin of this wastewater is (check all that apply):
O Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
O School
O Restaurant
Office
WWTF Permit No.
Permit If of Downstream Sewer (Instruction F)
0 Retail (Stores, shopping centers)
❑ Institution
❑ Hospital
❑ Church
• Nursing Home
❑ Other (specify):
100% Domestic/Commercial
% Industrial
(Attach Description)
% Other
(Attach Description)
7. Volume of wastewater to be allocated or permitted for this particular project: 0 gallons per day
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
❑ Pump Station, Outfa€l or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NGACmm©2T ,0303 to determine if a permit is required)
ETA 08-13 APPLICATIIN Pge 3 ol'6

z
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
0 - Sewer is to be installed beneath proposed street as needed for future development and no flow is being requested at this
point. Upon future commercial or industrial development, this sewer will be owned and maintained by the City of
Kannapolis.
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8"
New Gravity or Additional
Force Main
228 New Gravity
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
z
4 Pump Station Location ID:
Z
©'
0
z
Longitude:
Latitude:
If chosen - as shown on plans/map for reference)
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location ID: (seff chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow Power Reliability Option
(MGD) Operational Point 1 - permanent generator w/ATS; Force Main Size Force Main Length
GPM @TDH 2 - portable generator w/MTS
12, y'v`ill the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to 6,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Permitting of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum Desiqn Criteria (latest version) and 15A NCAC Chapter 2'T as applicable?
Z. Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
APPLICATION Page 4 of 6

cn
0
14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? 0 Yes D No N/A
Sedimentation and Erosion Control Plan? Yes 0 No El N/A
Trout Buffer Waiver? El Yes 0 No Z N/A
Stormwater? Z Yes 0 No 0 N/A
15, Does this project include any high priority lines (15A NCAC 02T .0402 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: Z and provide details:
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
la.
I, Wilmer Melton, III, Director of Public Works, attest that this application for Concrescere Parkway Phase 1
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143-215,68, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as well as cjyenalties up to $25,000 per violation.
Signing Oificial Signature
a .7 -
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMI I I AL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC, REFER TO 15A NCAC 02T .0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
t, Christopher N. Isaacs, PE ,attest that this application for Concrescere Parkway Phase 1
has been reviewed by me and is accurate, complete and consistent with the information in the engineering plans,
calculations, and all other supporting documentation to the best of my knowledge further attest that to the best of my
knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance
with Division guidance. Although other professionals may have developed certain portions of this submittal package,
inclusion of these materials under my signature and seal signifies that 1 have reviewed this material and have judged it to
be consistent with the proposed design, Note; In accordance with NC General Statutes 143215.6A and 143-215.6B, any
person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a
Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
2a. Christopher N. Isaacs, PE
Professional Engineer Name
2b. The Isaacs Group, PC
Engineering Firm
2c. 8720 Red Oak Blvd,, Ste, 420
Mailing Address
2d. Charlotte
2e. NC 2f, 28217
City State Zip
2g. 704-227-9400 2h, 704-227-9401 2i. [e-mail]
Telephone
Facsimile E-mail
nUliir-Jen
aPHEMA'
1:13 r 011'
NC PE Seal, Signature Date
FLA 08-13 APPLICATION' :Page 5 of 6

THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION (ORIGINAL AND COP\) SHALL DE
SUBMITTED TO THE APPROPRIATE REGIONAL OFFFCE:
REGIONAL OFFICE
Asheville Regional Of#ice
Fayetteville Regional Office
ADDRESS
COUNTIES SERVED
2090 US Highway 70
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5094
[phone]
[phone] Fax
Mooresville Regional Office
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
610 E. Center Avenue, Suite 301
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Raleigh Regional Office
hinaton Regional Offic
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, Oradell, Lincoln, Mecklenburg, Rowan,.
Stanly, Union
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
ngton Regional Office
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax„ Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Beaufort, Bertie, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pander
inston-Salem Regional Office
585 Waughtown Street
Winston-Salem, North Carolina 27107
[phone]
[phone] Fax
Alamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
FTA 0ii-t3 APPLICATION

ISAACS
CIVIL ENGINEERING DESIGN & LAND SURVEYING
8720 RED OAK BOULEVARD, STE. 420
CHARLOTTE, N.C., 28217
PHONE [phone]D FAX [phone]
Proiect Narrative
(Zero Flow Sewer Permit)
Concrescere Parkway Phase I
City of Kannapolis
Cabarrus County, North Carolina
The project site is located near 357 Concrescere Parkway and is within the City of
Kannapolis ETJ in Cabarrus County, NC. Phase I development includes construction
of a new public road (Concrescere Parkway) from Davidson Road to the existing
northern driveway to Wayne Brothers, Inc.'s corporate headquarters. No new building
construction nor associated vehicular use areas and infrastructure are being proposed
at this time, Approximately 5.7 acres of total land disturbance is proposed for phase I,
and erosion control plans have been reviewed and approved by NCDENR.
This permit application is for new gravity sewer that will be installed across the
proposed public road as needed to serve future commercial development. This sewer
will not receive any flow, nor will it connect to any receiving downstream sewers.
Therefore, sewer flow to be generated by this project is 0 GPD. Upon future
development of the land adjacent to the new public road, a separate application for
new gravity sewer will be submitted as required to connect the proposed zero flow
gravity sewer to the nearest active downstream sewer manhole.
P:\ Active Projeets\Wayne Brothers\ Wallace Property-Wa.yne Bros
HQ1Engineerin,Korrespondence\Applications\Concreseere Parkway Phase \Water and Sewer\Concrescere Project
Narrative zero flow sem:I...doe

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CORNELIUS QUADRANGLE
NORTH CAROLINA
7.5-MINUTE SERIES
47' 30°' 80°45'
470 000 FEET 520 521 522
5°30'

CO r.NELIUS QUADRANGLE
NORTH CAROLINA
7.5-MINUTE SERIES
80'45'
is National Map
IS Top()
47'30"
517

Engineering
RECENEDiNCDENR/DVVR
g
VVOROS
MOORESVILLE REGKNAL ofFiCE
August 17, 2015 15501-10
NC 1)iv of Environmental Management
Department of ',Environment rnd Natural Resources — Division of Water Resources
61.0 .East Center Avenue, Suite 301
Mooresville, North Carolina 2.8115
Re: Concreseere Parkw v Phase 1
Gravity Sewer
City of Kanna.polis - Cabarrus County
Dear Sir or Madam:
Please find attached for your review and approval 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 acceptanec letter from the Water & Sewer Authority of Cabarrus County. This
application is .for zero flow and it will not connect to any receiving, do nstream sewer. The
flows and "inure sewer connection will be modeled and permitted with WSA(.7.',C and .NCDENR„
at a later date and time.
I' he pipes shown as proposed (approximately 228' of 8" pipes) have been installed according to
these plans and the developer and engineer for the project are requesting permits :for zero flow in
order for the sewer lines and manholes to be tested, certified, and accepted :for service to be
operated and maintained by the City of Kannapolis.
The Water and Sewer Authority of Cabarrus County Standard Specifications for Wastewater
Collections Systems were approved by your office and arc being maintained by the Division of
Environmental Nlanagement
Please call inc at 704-938-1519 if you have any clues
Sincerely',
.Misty Myippa.
City Englneer
11AVVOK--AD1\, red\gdrive\worditrs\15501\1 5501-10 Wayne Brothers Phase 1 Sewer Permit Letter.docx
ENGLNEE RING 120 mAIN vrREJET. Lk:f.x 1248 KANN,APOI„ tS, N.C. 28082
704-938-1519 \NV/W.K.ANNAPC)1.1.5NCI,GOV

SACC
SO 14001:2004 NC Star Public Sector August 4, 2015
Mr, Michael 1 egg
City Manager
City of Kannapolis
P,O. Box 1199
Kannapolis, NC 28082-11,99
Subject: Flow. Acceptance Request - City of Kannapolis
Concrescere Parkway Phase 1
Dear Mr, 1
WATER 8, SEWER AUTHORITY
OF CABARRUS COUNTY
Office: 239 Davidson HVel.
Concord, NC 26027
Mail to: 160. Box 426
Concord, NC 2802639428
704,7864 53 * 704,795..1564 Fax
dams tsisaciaorg
This is an approval of the flow acceptance request: that. was received by the Water and Sewer Authority of
Cabarrus County (WSACC) from the City of Kannapolis on July 3 L 2015, The proposed project is located off
Davidson Road and Concrescere Parkway This project involves two new 87 lines crossing Concrescere Parkway
in preparation or accepting flow in the future. As requested by City of Kanna.polis. WSAC1C agrees to accept 0
gallons per day (gpd) of ‘vastewater .from this project at present. VVSACC understands that City of Kannapolis
NVill forward requests for flow allocations for individual customers (or groups of customers) along the referenced
line in the future, and WSACC will evaluate each flow acceptance request as it is received,
The WSACC Capital Improvement Progra„m (OP) has been on pay as OU go since Fiscal Year 2005 - 2006„
funding Capital Projects entirely from Capital 'Reserves, and WSACC expects to continue this policy into the
future, Projects on the CIP are subject to approval by WSACC's Board of Directors, support from local
governing bodies, regulatory approval, and funding availability, At this time there are no scheduled upgrades in
the current six year CP to \NSACC facilities located downstream of this proposed project. It should be noted
that the list and schedule of CIP projects are tentative and are revised periodically to reflect changing conditions
and .needs.
If construction of this project is not started within two (2) years of tte of this approval, the approval is
rescinded and a second request and approval will be required. Please notify WSACC, in writing, when
construction oil this project is initiated
If you have any questions, please call me at (7(14) 786-1783,, ex -nsion 224,
Sincerely,
mothR. K :cr., PE
Engineering Director
Misty Lippard„ PE/Kannapolis
Wilmer Metton/Kannapolis
Christopher N, Isaacs, PFIThe Isaacs Group,. PC,1
ichae1 W i Ison/WSACC
Chad VOVIC1U11011, PEAVSACC
Mark 1BpoiNti S7 ACC
17homias Figur, PE/WSACC

Divis
es
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
(WSACC USE ONLY) Conereseere Parkway Phase 1
Section 1. Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit #NC0036269
—1 Muddy Creek Wastewater Treatment Facility - Pennit #NC0081621
WWTP facility's permitted flow, MGD
Estimated obligated flow not yet tributary to the WWrP, M
WWTP facility's actual a% daily flow, MOD
Total flow for this specific request, MGD
Total actual ,andoblipted flows to the facility, MGD
JentofeiUed flow used
26.500
1,699
16.66 (62.87% of permit)
0.000
18.359
9.78'1/0
Section Pump stations along the route from the jurisdiction's connecUon. point to the WWTP.
01) 07) 010= (0+0
Pump Station I Firm Capacity * . gsigit Average Daily Flow " ApprOX. CUrrent Obligoked. Not Ygt Thal Curren( How
(Name or Number) M() (Firoilpfl Average Daily How Tnboary 1„)aily Flow Plus Obligated Flow
MGD MC 0 rsiG11) Wilt
Lower Rocky River PS 37,00C
9.620
A-L)
A vai able
Capacay**''
NARA)
1.589. 11..209 1 3.591
'" The Firm Capacity of any pump station is defined its the maximum pumped flow that an he achieved with the laTgest pump taken out of service,
“Design Average Daily Flow. is the firm capacity of Die pump station divided by a peaking factor not less than L.F.
A Planning Assessment Addendum shall be attached for each pump station located between the project. connection poin.t and the WWrp wbereAVailablic Capacity is < 0,
Section WSACC Certification Statement:
1, Tirnothy:R. Kiser, Pl 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 hest
available data. This certification applies to those items listed above in Section 1 and Section 11 plus all attached planning
assessment addendws for which, to the best of my knowledge, will not adversely affect the downstream sewer capacity.
Signature oft1rtfl5rm1n4tes aeptce of this wastewater flow.
SA( "..r ningfilial Signature
Revision Date: 0801/13

it NumberNu WQ00
986
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension Pump Stations,
Reviewer
ort
Per Flow
0
Factiity Name
Goncrescere Parkway Phase
Owns
s
Central Files: APS SWP
8/20/2015
Perm i Tracking Slip
talus
Activ
Version
1,00
Project Type
New Project
Per all C asstfication
Individual
Permit Contact Affiliation
Michael A, O'Rourke
PE
Minor
Pac"stiff+ Contact A filiation
Mooresvii
County
Owner Name
City of Kannapolis
Date
Events
nerType
Government - Municipal
Owner Affiliation
Wilmer Melton it
DIP PUBLIC WORKS
1401 Bethpage Rd
Kartnapolis
NC 26t#8
Orig issue App Received
812012015 118/2015
'Regulated Astilt
meter col
tttfa
Scheduled
ed Issuance
Public N
Issue Effective
812012015 120/2015
Requested !Received Events
Additional information requested
Additional information received
'rig Ion
reedy Name
x Waarr+b
Current Gass Subbasln

TIME ISAACS GROUP, P.C.
8724 REC+ OAK BED„, SUITE 420
11Gif NC 28217
(7t94}' 627-840
PAY
TO THE
ORDER
OF
Ai 0503
0 1 ARO NA
66112-
DATE
`Ma
NOT VALID AFTER 120 DAYS
At l:)RILEM S filAfURE
13507.
AMOUNT