WQ0038479_Regional Office Historical File Pre 2018

Water Resources
ENVIRONVENTAL QUALITY
June 14, 2016
Mr. Wilmer Melton, 111. Director of Public Works
City of Kannapolis
401 Laureate Way.
Kannapolis, North Carolina 28081
Subject:
Dear Mr. Melton:
rat r, 1767
AT
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fikaut
CCRORY
oopernor
DONALD R. VAN DER VAART
ScoMny
S. JAY /IMMERMAN
1,1tret:Or
Permit No. WQ0038479
City of Kannapolis
Kannapolis Charter Academy
Wastewater Collection System Extension Permit
Cabarrus County
In accordance with your application received May 18, 2016 and additional information received June 14,
2016, 2016, we are forwarding herewith Permit No. WQ0038479 dated June 14, 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 This permit shall be effective from the date of issuance until rescinded and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 II. I : 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 1 Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office I 610 East Center Avenue, Suite 301 Mooresville, North Carolina 28115
704 663 1699

If you need additional information concerning this matter, please contact Ori Fuvia at
via e-mail at ori,[e-mail].
Sincerely,
by Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources. NCDEQ
[e-mail] ,-copy)
Mooresville lle Regional Office Files
Water Resources Central Files
PERCS (E-copy)
Page 2 of

STATE OF NORTH CAROLINA
ENVI ONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 1.43, 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 575 linear feet of 8-inuh gravity sewer; for the
Kannapolis Charter Academy, and the discharge of 8,136 gallons per day of collected wastewater into
the Water and Sewer Authority of Cabarrus County existing sewerage system, pursuant to the
application received May 18, 2016 and additional information received June 14, 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.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional. Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Cornmission
Permit Number: WQ0038479
Permit Issued: June 14, 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 CONDITIONS
I) No flow in excess of the quantity pert:flitted herein, 8,136. GPD, shall bemade 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)11
II. 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 02E01.04; 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 peimit; 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.011.0]
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [1.5A 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 sh.ali 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
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at least
once per week.
e. High -priority sewer lines shall be inspected at least once per every six months and 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.IC.
IL 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 representative3 .
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.
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 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 andlor 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 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 11 of Forrn 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(al)
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 Pennittee 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/CovenantsfRestrictions, 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 Wily executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. if a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided,
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type Of connections), regulations, or the Minimum Design Criteria, Requested modifications
Page 6 of 8

or variances to the Minirnurn Design Criteria will be reviewed on a case -by -case basis and each on
its own merit. Please note that variances to the Minimum Design Criteria should be requested and
approved during the permitting process prior to construction. After -construction requests are
discouraged by the Division and may not be approved, thus requiring replacement or repair prior to
certification & activation. [15A NCAC 02T .0116]
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,
andior 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.
[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 #: WQ0038479
PROJECT: KANNAPOLIS CHARTER ACADEMY
ISSUE DATE: JUNE 14, 2016
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Pennittee 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 Pennittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
, as a duly registered Professional En neer in the State of North Carolina,
having been authorized to observe (0 periodically, j weekly, LJ 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:
E Final El Partial (include description
Certification Com n /Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

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, III, Director of Public Work
Application Number:
(to be completed by DWR)
Signing Official Name and Title (Please review 15A NCAC 2T .0`!06 (b) for authorized signing officials)
lc. The legal entity who will own this system is:
❑ Individual ❑ Federal Municipality Q State/County ❑ Private Partnership ❑ Corporation 0 Other (specify):
© 1 d. 1401 Bethpage Rd
u.
Mailing Address
1 f. NC
State
0
z
Lt.
z
1h. 704-920-4200
Telephone
Facsimile
2. Project (Facility) Information:
2a. Kannapolis Charter Academy
Brief Project Name (permit will refer to this name
3. Contact Person:
Eagle Engineenng Inc (John H. Ross, P.E
Name and Affiliation of Someone Who Can Answer Clues
3b, 704-882-0561
le. Kannapolis
City
lg. 28081
Zip Code
[e-mail]
E-mail
2b. Cabarrus
County Mere Project is Locate
ns About this Application
3c. [e-mail]
Phone Number
Owner is ® Public (skip to Item B(3))
2a. If private, applicant will be:
0 Retaining Ownership (i.e. store, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc. - skip to item B(3))
0 Selling units (lots, townhomes, etc. - go to item B(2b))
Water & Sewer Authority of Cabarrus Coun
E-mail
2b. If sold, facilities owned by a (must choose one)
❑ Public Utility (Instruction 0)
O Homeowner Assoc./Developer (Instruction E)
Owner of Wastewater Treatment Facility (VWYfF) Treating Wastewater From This Project
4a. Rocky RiverwRegional Wastewater Treatment Plant 4b. NC0036269
Name of WWTF WWfF Permit No.
5a. City of Kannapolis b. 12: Gravity
Owner of Downstream Sewer :Receiving Sewer Size ❑ Force Main
6. The origin of this wastewater is (check all that apply):.
❑ Residential Subdivision
0 Apartments/Condominiums
O Mobile Home Park
❑ School
❑ Restaurant
O Office
Per # of Downstream Sewer (Instruction F
❑ Retail (Stores, shopping centers)
0 Institution
• Hospital
❑ Church
O Nursing Home
1s;1 Other (specify):Not yet determined
100% Domestic/Commercial
% Industrial
(Attach Description)
% Other
(Attach De
tion)
Volume of wastewater to be allocated or permitted for this particular project: 9,838 GPD(11,18ac*880 qal/act gallons per
day *Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why: 8,136 qpd
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
O Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T 0303 to determine if a permit is required)
FTA '10-14 APF
CATION Page 4 of 6

PLETED APP
MATERIALS,
REGIONAL OFFICE
ICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
HOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
Asheville Regional Office
Water Quality Section
Fayetteville Regional Office
Water Quality Section
resvitle Regional Office
Quality Section
Raleigh Regional Office
Water Quality Section
shington Regional Office
ter Quality Section
ington Regional Office
r Quality Section
Winston-Salem Regional Office
Water Quality Section
ADDRESS
2090 US Highway 70
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
225 Green Street Suite 714
Fayetteville, North Carolina 2
[phone]
[phone] Fax
610 E, Center Avenue
Mooresville, North Carolin
[phone]
[phone] Fax
COUNTIES SERVED
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Anson, Bladen, Cumberland, Harnett, Hoke,
5094 Montgomery, Moore, Flobeson, Richmond,
Sampson, Scotland
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
9 Washington Square Ma.T-.__
li
Washington, North Carolina 27889
[phone]
[phone] Fax
t27 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
450 W. Hanes Mill Road
Suite 300
Winston-Salem, North Carolina 27105
[phone]
Alexander,
, Cabarrus, Catawba, Cleveland,
Gaston, iredefl, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Chatham, Durham, Edgecoml e, 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
l3runswick, Carteret, Columbus, Dublin, New
Hanover, Onsiow, Pander
Alaar ce, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
INSTRUCT! O S FOR _APPLICATi ION FTA li!-14, 4 C SUPPORTING DOCUMENTATION Page 3 of 6

0
Longitude:
z
0
4
2
0
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 21 ,o114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f),
The proposed extension is to an undeveloped parcel of land with no plan of development at this ti
calculated per the following: 661 students + 17 faculty = 678
678 x 12 gal/day (per 2T requirements) T 8,136 gal/day
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (Inches)
8"
therefore the flow was
New Gravity or Additio
Force Main
Summary of Pump Stations w/ assoclated Force Mains to be Permitted (attach additional she
...............
as n
vity
ar
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Design Flow
(MGD)
Latitude:
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w/ATS; , Force Main Size
2 portable generator w/MTS
Pump Station Location ID:
Longitude:
Design Flow
(MGD)
Operational Poin
GPM TDH
Latitude:
Force Main Length
(self chosen - as shown on plans/map for reference)
Power Reliability Option
- permanent generator w/ATS; ` Force Main Size Fo
2 portable generator w/MTS
e Main Length
12, Will the wastewater flow in the pro
LI Yes ® No If Yes, permit number of 2nd treatment facility
(RO - if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minim i n r"t l fo he Pe n of Pu
(latest version), the Gr Sewer i morn De si n Criteria (latest version) and 15A NCA!
on s be able to be directed to another treatment facility?
Yes 0 No
ndF
T as applicable?
If No, complete and submit the Variance/Altern rtive Design Request £VAD 10-14) application and supporting
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents.
I -TA t0 f 4 APPLICATION Page 5 of 6

14, Have the following permitslcertificatians been submitted for approval for the system or project to be served?
WetlandlStream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Trout Buffer Waiver?
Stormwater?
Yes El No
I.i Yes C.� No
Yes No
Yes DNo
N/A
El N/A
N/A
© NIA
15. Does this project include any high priority lines (15A NCAC 02T ,O402 (21) 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: Q and provide details:
OwnerlPermittee's Certification: (Signature of Signing Official and Project Name)
!, Wilmer Melton, Ill& Director of Public Works, attest that this application for Kannapoiis Charter Academy has
been reviewed by me and inaccurate and complete to the best of my knowledge. 1 understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as well as civil penalties up to $25,000 per violation.
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY;
co TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, John H. Ross ,attest that this application for Kannabolis Charter Academy has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and alf other supporting
documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has
been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although other
professionals may have developed certain portions of this submittal package, inclusion of these materials under my
signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed
design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly snakes
any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a, John H. Floss�P.E.
Professional Engineer Na
2b. Eagle Engineering, Inc.
Engineering Firm
2c. 2013A Van Buren Ave
Mailing Address
2d. Indian Trail
City
2g. 704-882-0561 2h. 666-775-0329
Telephone Facsimile
FTA I ()-14 APPLICAT1(tN
Par;c 6 of 6

PROP, 8' SANITARY
SEWER EXTENSION
EXISTING T3
STORM DRAIN
EXISTING 18 °'
STORM DRAIN
OK. 5
PdN:58223`a5444
ZONED: MDR
QRMERLY
APPLICATION TRACKING NUMBER. SA
CHECKED BY: PMQ
DRAWN BY: PMQ
PROJECT No.: 5451
DATE: 12/28/15
SHEET
1 OF 2
EXISTING 84" ARCHP E
CULVERT
2 - EXISTING 30"
STORM DRAINS
EXISTING 8"
SEWER IN 20'
EASEMENT
L W.MAULOEN
OK, 211,PG, 1.55
PLAT OK, 8, PG_ GO
'TAX PIN: 558223570920000
ZONED MDR
NCiW C}R FORMERLY
SCALE: 1" = 200'
EARNHARIlT fNTF.RCHANGL, t.LC
OK. 1006 , PG. 141)
TAX PIN: 582245292"t7 XO
ZONED: G2
NOW OR FORMERLY
EX, 12" SANITARY
SEWER
APPROXIMATE LOCATION OF 100
YEAR FLOOD HAZARD ZONE (AE).
APPROXIMATE LOCATION OF
CENTERLINE ROYAL OAK
BRANCH
EX. 8" SANITARY.
SEWER 8 10"
FORCEMAIN
1J'NDISTURBEU
VEGETATIVE
PUFFER
9U R.S.O.O.
STREAM BUFFER
TINT) STREAM
FROM EXISTING HEA,TYWA
L W.MAULDEN
OK, 211, PG. 155
PLAT OK, 8, PG, 50
TAX PIN:. 5622357E9.2a
ZONED: MDR
oR FORMERLY
3 �
—Irr.t+.
KANNAPOLIS CHARTER ACADEMY
CITY OF KANNAPOLIS, CAE3ARRUS COUNTY
NORTI I CAROLINA
OVERALL SITE LOCATION
2013 Van Buren Ave., Stu ce A,
Indian Trail, NC 28079'
[phone]
wvivr.cagleathitexrd

PROP, 0" SANITARY
SEWER EXTENSION
EXISTING 30"
STORM DRAIN
Ar
EXISTING 18"
STORM DRAIN
0 MARKER
•
RICHARD KISER
OK 520, PG, 457
TAX PIN:56223654 4 40000
ZONED: MOP
NOW OR FORMERLY
APPLICATION TRACKING NUMBER: SA
EXISTING 84" ARCH PIP
CULVERT
2 - EXISTING 30"
STORM DRAINS
EXISTING 8"
SEWER IN 20'
EASEMENT
L W. MAULDPN
OK 211, pa 165
PLAT BK. 8, PG. 50
TAX PIN; 55223670020000
ZONED; MDR
NOW OR FORMERLY
SCALE: 1"* 20
NHAROT NTERCHANGE, LLC
RlI1000P�14O
TAX PIN; 55224529260000
ZONED: C2
NOW OR FORMERLY
EX: 12" SANITARY
SEWER
APPROXIMATE LOCATION OF 100
YEAR FLOOD HAZARD ZONE (AE).
APPROXIMATE LOCATION OF
CENTERLINE ROYAL OAK
BRANCH
EX. 8" SANITARY
SEWER & 10"
FORCEMAIN
20 UNDISTURBED
VEGETATIVE
BUFFER
SIT
STREAM BUFFER
EXISTING STREAM CENTERL
158 LE FROM EXISTING HEADWALL
("••
L. W. MAULDEN
BK211, PG, 155
PLAT OK 13, PG; 50 -
TAX PIN; 55223570920001)
ZONED; MGR
NOW OR FORMERLY
EX. PUMP
STATION
LOCATION
CHECKED BY: PMQ
DRAWN BY: PMQ
PROJECT No,: 5451
DATE: 12/28/15
SHEET
20F2
4
KANNAPOLIS CHARTER ACADEMY
CITY OF KANNAPOLIS, CABARRUS COUNTY
NORTH CAROLINA
USGS EXHIBIT
2013 Van Buren Ave., Suite A
Indian Trail, NC 28079
[phone]
www,eaglanelinemet

ACC
ISO i4001:2004 NC
Mr, Michael Legg
City Manager
City of Kannapolis
P.O. Box 1199
Kannapolis, NC 28082-1199
May 11, 2016
Subject: Flaw Acceptance Request — City of Kanuapolis
Non -Residential Development Across From Kannapolis Charter Academy
Dear Mr, Legg:
WATER & SEWER AUTHOR
OF CABARRUS COMITY
Office: 232 Doxi$orlliwy,
Collard. NC 2R927
Mad to: RO, Box 428
Cnoxd NC; 281r6-0423
7041861783 • 794,7951%4 fax
WWW,w,sacc.t-og
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 April 26, 2016. WSACC 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 Non -Residential Development Across From
Kannapolis Charter Academy, located off Concord Lake Road, The referenced project will serve an 11,18 acre
non-residential development, with a projected wastewater flow of 9,838 gallons per day (gpd), The wastewater.
generated by this project will be conveyed through the proposed 8-inch line, through an existing gravity system,
through the City of Kannapolis' Pump Station, and then enter WSACC's system at the existing 24-inch Three
Mile Branch Interceptor, WSACC agrees to accept wastewater from the proposed development based on
information provided by City of Kannapolis using North Carolina Department of Environmental Quality
(NCDEQ) wastewater flow guidelines.
The WSACC Capital improvement Program (CIP) has been on pay as you 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 CIP to WSACC 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 the date of this approval., the approval is
rescinded and a second request and approval will be required, Please notify WSACC, in writing, when
construction of this project is initiated.
If you have any quesrons, please call me at [phone], extension 224.
Sincerely,
Timothy R. Kiser, PE
Engineering Director
cc: Misty Lippard, PE/Kannapolis
Wilmer Melton/Kannapolis
Patrick M. Quinn, PE/Eagle Engineering, Inc.
Michael Wilson/WSACC
Chad VonCannon, PE/WSACC
Mark Lomax/WSACC
Thomas Hahn, PE/WSACC

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
(WSACC USE ONLY) Non -Residential Development Across o Kannapolis
Charter Academy
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility -- Permit #NC0036269
n Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
WWTP facility's permitted flow, MGD
Estimated oblikited flow not yet tributary to the WWTP, MGD
WWTP facility's actual avg, daily flow, MGD
26.500
1.686
16.88 (63.70% of permit)
Total flow for this specific request, MGD 0,010
Total actual and obligated flows to the facility, • GD
Percent of pennitted flow used
18.576
70,10%
Section 11. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
rump Station
(Name or Number)
Finti Capacity *
MGD
(A)
gn Average Daily Flow ""
(Firin/p1)
MCI)
(B)
Annum Current
Average Daily Flow
NICE)
0
(C)
Obligated, Not Yet
Tribtary Daily Flow
MCD
0, 115
(D) (B+C)
mai Current How
his Obligated Flow
MCD
.495
The Frn Cpai1y of any pump station is defined as I e nuatimum pumped flow that can be achieved with the largest pump taken out of service,
**Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor not ItiN than 2.5.
""A Planning ASSC3301Cni Addendum shalt be attached for each purup station located between the project connection point and the WWTP where Available Capacity
(E)=(A,D)
Available
Capacity*"
MCI)
10.681
Section III, WSACC Certification Statement:
1, 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 best
available data. This certification applies to those items listed above in Section 1 and Section 11 plus all attached planning
assessment addendums for which, to the best of my knowledge, will not adversely affect the downstream sewer capacity.
Signature f this foil idicates acceptance of this wastewater flow.
WSACC 'A. Signing Official Signature Date
Revision Date OR/09/13

KANN�
rngir1 ee ring
cry 16, 201 6
lino 1)epartu ent of
esville l egional Office -
East Center AAvenue, Suite
resville, North Carolina 28
=i,ron.nT1ental Qualit;
r Quality Section
Re:: K.annapolis Charter Academy
Sewer Extension.
City of Kannapoi s Cabarrus County
Madam:
Please find attached for ,ou
application along w
tl:,ae flow acceptance
will accept and treat the ad
`l reattnent Plant.
The proposed extension wil
the WSACC Three Mile
Kannapolis Charter academy on. Concord. Lake Road will serve th.
development,
15501-15
approval the original and one copy of
g fee for the above referenced project. Also enclosed is
the Water & Sewer Authority of Cabarrus County stating they
11 wastewater at the Rocky River Regional Wastewater
rc exist
Branch lztercettor. The wastewat
The Water and Sewer Authority
Collections Systems were approved.
Environmental Management This pi
Specifications.
l me at 704-938
which e�xtet�
. n system across fro
sed non-residential
f Cabarrus County Standard. Slaeciti+ ations .i'or Wastewater
your office and are being maintained by the Division of
` will be installed in accordance with these Standard.
9 if you have any quest
Mark McGregor
G:\wordltrs1155011'155©1-15 KannapoU
ENGINEERING
Charter School Sewer Permit Letter.docx
SIRE .T PC) Box 1245 KANN
KAN'sNAPOLISNCGOV
N.L 2$0$2
704-`t3a8

Permit Nist tber
0003 79
Central Flies: APS SWP
6/14/2016
Permit Tracking Ship
Program Category
Non --discharge
Permit Type
Gravity Sewer Ex ensirtn, Pump Station& Pressure Se r EExtension
Primary tevsewer
on truvia
Coastal S1yi+Rule
Permitted Flow
8,136
ciiity
StatusProject Type
Active New Project
Version Permit Classificat o
100 Individual
Per oaatactffiiiation
Facility Narrie
Kannaotis Charter Academy
Location Address
nor
Major/Wm
Minor
Facility Contact Affiliation
Region
1ooresvit e
County
Cabarrus
Owner Name Owner Type
City of Kannapolis Gmemment - Municipal
atesi'Pvents
Owner Affiliation
Wilmer Melton lil
LAIR PUBLIC WORKS
PO Box 1199
tannapatis
NC 28081119
trig issue
8114/2016
App Received Ira
5/18/2016
Regulated Activities
In
ed
Scheduled
Issuance
Wastewater collect cal ecl on
Public Notice
6)141 Q18
Red
Addicts
u st d /Received Events
Mditionat
Bested
ived
Effective:
8/14/2018
Expiration
26f 16
611411 6
Waierbody Narrir
Stream index Number C
Subbasm

EG N , E RL N E
N 2013 VAN BUREN AVE
INDIAN TRAIL, NC 28079
PAY TO THE
ORDER OF
SS&T
INDIAN TRAIL, NC 079
66-112(531
VOID A
E
AYS