WQ0038019_Regional Office Historical File Pre 2018

Pat McCrory
Governor
CDE
North Carolina Department of Environ
ent and Natural Resources
September 10, 2015
Mr. Wilmer Melton, 111, Director of Public Works
City of 'Kannapolis
1401 Bethpage Rd.
Kannapolis, North Carolina 28081
Donaki R. van der Vaart
Secretary
Subject:
Permit No. WQ0038019
Waterford on the Rocky River, Phase 4
Gravity Sewers, Purnp Stations, and Force Main Permit
Cabarrus County
Dear Mr, Melton:
In accordance with your application received September 8, 2015, we are forwarding herewith
Permit No. WQ0038019 dated September 10, 2015 to the city of Karmapolis (Permittee) for the
construction and operation upon certification of the subject waste -water 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 This permit shall be effective from the date of issuance until rescinded and shall be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 ILI: This permit shall not be automatically transferable; a request must be made and
approved.
Condition ..4; Requires that the wastewater collection facilities be properly operated and
maintained in accordance with 15A NCAC 21 .0403 or any individual system-
wide collection system permit issued to the Permittee.
It shall be responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failureto comply may result in penalties in accordance
with North Carolina General Statute §143-215.6A through §143-21.5.6C, 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 ithin 30 days following receipt of
this permit. This request musthe in the form of a written petition, conforrni.ng to Chapter 1.50B
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.
Mooresville Regional Office
Location: 610 East Center Ave:, Suite 301 Mooresville, NC 28115
Phone: [phone] \ Fax [phone]'0' \ Customer Service: 1-877-623-6748
Internet, WANC ncwaterqaIity.ory
An Equal Opportunity Affilrmalwe Action Employer

Waterford on the Rocky y% RiNcr, Pha c4
Permit No. WQ0038019
St you need addinc nal inf rm a tion gouge 'rig this at cr, phase contact Or Thy". r (704)
235-
2190 or via e-mail at ri.tuvia z ncc cnr.gov.
Singer
ich cl L. Parker, Regional Suer <is r
ater Quality Regional Operations Section
Division of Water Resources. NCDENR
CC:
Nguyen . . (c-c )
r°ilia Regional fice Files
Water Resources Central l
R RCS (el(electronic copy)
Page 2 of

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 2,403 linear feet of 8-inch gravity sewer to serve
Future development of the Waterford on the Rocky River, Phase 4 project, and the discharge of 23,040
gallons per day of collected domestic, wastewater into the Cabarrus County's existing sewerage system,.
pursuant to the application received September 8, 2015, and in conformity with 1.5A NCAC 2T, the
Division's Gravity Sewer Minimum Design Criteria adopted February 12, :1996 as applicable; the
Division's Minimum Design Criteria for the East -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting 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 Michael L. Parker, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NGDENR
By authority of the Environmental Management Commission
Permit Number: WQ0038019
Permit Issued: September 10, 2015
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 Purnp 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
No flow in excess of the quantity permitted 'herein, 23,040 GPI), shall be made tributary to the subject
sewer system 'until an application for pertnit modification for an increase in flow has been submitted
to and approved by the Division, [15A NCAC 02T..0304(b)]
H. STANDARD CONDITIONS
This permitis 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 Pennittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
suppor-+ting 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 02E0104; G.S 143-21.5.103)1
2. This permit shall become, voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; I5A. 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 Purnp Stations and Force Mains adopted June 1, 2000 as
applicable; and other supporting materials unless specifically mentioned herein. [15A NCAC
021',01.101
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The 'wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. if an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
Page 4 of 8

a. The sewer system I 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. Pum.p stations that are not connected to a telemetry system shall be inspected every day (i.e.. 365
days per year), Punip 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.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g Overflows and by-passes shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 213 .0506(a), and public notice shall be provided as required by
North Carolina General. Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1 For public owned collection systems, the Grease Control. Program shall include at least
biannual distribution of educational materials for both commercial and residential users and.
the legal 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 hy the
perrnittee 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.
i. Right-of-ways and easements shall be maintained in the Rill easement width for personnel and
equipment accessibilityj. .
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
e. 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 (8.00) 858-0368 or (91.9) 733-3300.
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 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(al.)1
6. Construction of thegravity 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
tiffly executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extensionprior 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 stationsstorage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided,.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
:Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria. Requested modifications
Page 6 of 8

or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its
own merit. Please note that variances to the Minimum Design Criteria should be requested and
approved during the permitting process prior to construction. After -construction requests are
discouraged by the Division and may not be approved, thus requiring replacement or repair prior to
certification & activation. [15A NCAC 02T .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 film 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 tile 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 §I43-215.6A
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 Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; I5A NCAC 02T .0108(6)]
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. I43-215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: City of Kannapol s
PERIVIIT WQ003801. 9
PROJECT: Waterford on the Rocky River, Phase 4
ISSUE DATE: September 10, 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 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 Pennittee 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.
PERMETTEE'S CERTIFICATION
1, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional E:ngineer below has provided applicable
design/con.struction information to the Pennittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Na ''t e
Signature Date
ENGINEER'S CERTIFICATION
1, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (_ periodically, weekly, E] 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; 15.A 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 I, 2000 as applicable; and other supporting materials.
North Carolina Professional. Engineer's Seal w/signature & date:
E Final El Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 30 , MooresvlIe, NC 28115
Mooresville Regional Office Phone: [phone]
FAX: [phone]

0
u_
le. Kannapolis
yo
City ir
4a, Rocky River Regional Wastewater Treatment Plant 4b. NC00036269
1. Owner/Permittee:
la. City of Kannapolis
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. Wilmer Melton, Ill, Director of Public Works
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b)for authorized signing officials)
lc, The legal entity who will own this system is.
El Individual [i] Federal Municipality State/County E] Private Partnership ECorpor0:to_plpAcniis,ROMR
Application Number:
( USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
(to be completed by DWR)
( CC
ld. 1401 Bethpag! Rd
Mailing Address
if, NC
State
1 h. 704-920-4200
Telephone Facsimile
i
lg. 28081
4Ai()Fiill)t _
Zip Code
AL OFF1CF
lj. wmelton@cityofkaMnn)0470FliSsV1,c61rn_E
E-mail
2. Project (Facility) Information:
2a. Waterford on the Rocky River Phase 4
Brief Project Name (permit will refer to this name)
3, Contact Person:
3a. Hy V. Nguyen, PE
Name and Affiliation of Someone Who Can Answer Questions About this Application
3c. [e-mail]
3b. 704-332-1204
Phone Number
2b, Cabarrus
County Where Project is Located
1 Project is New El Modification (of an existing permit)
E-mail
If Modification, Permit No,:
2 Owner is
2a. If private, applicant will be:
El Retaining Ownership (i.e. store, church, single office, etc.) or
El Leasing units (lots, townhomes, etc, - skip to item B(3))
El Selling units (lots, townhomes, etc. - go to Item B(2b))
Public (sidp to Item 8(3)) LJ Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one)
LJ Public Utility (Instruction D)
El Homeowner Assoc,/fleveloper (Instruction E)
3. Water & Sewer Authority of Cabarrus County
Owner of Wastewater Treatment Facility (WVVTF) Treating Wastewater From This Project
Name of WWTF WVVTF Permit No.
5a. City of Kannapolis 5b. 15" TrE Gravity 5c.
Owner of Downstream Sewer Receiving Sewer Size El Force Main Permit # of Downstream Sewer nstruction F)
6,, The origin of this wastewater is (check all that apply):,
E Residential Subdivision
0 Apartments/Condominiums
El Mobile Home Park
E) School
El Restaurant
El Office
O Retail (Stores, shopping centers)
E] Institution
El Hospital
El Church
El Nursing Home
El Other (specify)._
100 % Domestic/Commercial
% Industrial
(Attach Description
% Other
(Attach Description
7. Volume of wastewater to be allocated or permitted for this particular project: 23,040
*Do not include future flows or previously permitted allocations
8 If the permitted flow is zero, indicate why:
gallons per day
Li Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit No
El Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T ,.0303 to determine if a permit is required)
FTA 08-13 APPLICATION
Page 3 of 6

Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .01114 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),
Phase 4 ; 64 Lots x 360 gallons per day 1 lot = 23,040 gallons per day
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessa
Size (inches)
8 inches
Length (feet)
2,403 Linear Feet
}
New Gravity or Additional
Force Main
New Gravity
nary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
© Pump Station Location ID: (self chosen - as shown on planslmap for reference)
`--- Longitude:
Z
Design Flow
(MGD)
Operational Poin
GPM @TDH
Latitude:
Power Reliability Option
- permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator wiMTS
Pump Station Location ID: (self chosen - as shown on plans/map for
Longitude:
Design Flow
(MGD)
Operational Poin
GPM @TDH
Latitude:
Power Reliability Option
- permanent generator w/ATS; Force Main Siz
2 - portable generator w!MTS
eference
Force Main Len
12. Will 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 B,12 please contact the Central Office PERCS Unit)
13, Does the sewer system comply with the Minimum Design Criteria, for the Pemmitting of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter,2T as applicable?
Yes 0 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
hl
FFA 08-13 AF"I 'f,ICATION
Page 4 of 6

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? Yes Ell No [1] N/A
Sedimentation and Erosion Control Plan? Yes El No E N/A
Trout Buffer Waiver?
Stormwater?
El Yes Ej No N/A
Yes ri No El 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: LI and provide details:
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Wilmer Melton, IN, Director of Public Works, attest that this application forWaterford on the Rocky River Phase
4 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 143-215,6E3 any person who knowingly
makes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor,
which rny.iIqde a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation,
la.
Signing Official Sgnatu
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXI
of) TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC REFER TO 15A NCAC 02T .0305
z
0
0
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
Hy V. Nguyen ,attest that this application forWaterford on the Rocky River Phase 4 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. 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 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 143-215.64 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.
2a. Hy V. Nguyen, PE
Professional Engineer Name
2b, DPR Associates, Inc.
Engineering Firm
2c. 420 Hawthorne Lane
Mailing Address
2d, Charlotte
City
2e, NC 2f. 28204
State Zip
2g, 704-332-1204 2h. 704-332-1210 21, [e-mail]_
Telephone Facsimile E-mail C pE'eanature&Date
$111,00,
C A if ri
..s.s.;
SEAL
*. 030523
•
•••
FTA 08-13 APPLICATION! Page 5 of 6

THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION (ORIGINAL AND COPY) SHALL BE
SUBMITTED TO THE APPROPRIATE REGIONAL OFFCE:
REGIONAL OFFICE
Asheville Regional Office
Fayetteville Region Office
ville Region at Office
Rateigh Regional Office
hington Reg
n
ington Regional
in n-
ce
Ic
Regional Office
ADDRESS
2090 US Highway 70
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
COUNTIES SERVED
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5094
[phone]
[phone] Fax
610 E, Center Avenue, Suite 301
Mooresville, North Carolina 28115
[phone]
[phone] Fax
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax.
943 Washington Square MaII
Washington, North Carolina 27889
[phone]
[phone] Fax
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
585 Waughtown Street
Winston-Salem, North Carolina 27107
[phone]
[phone] Fax
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
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
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
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Atamance, Allegheny, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
FIT 08-13 APPLICATION Page 6 of 6

MAP PREPARED FROM
USGS CORNELIUS QUADRANGLE
USGS KANNAPOLIS QUADRANGLE
NORTH CAROLINA
7.5 MINU1 E SERIES
CORNELIUS, NC 2013
K.ANNAPOL IS., NC 2013
USGS T
OGRAPHP
Charibut, NC 282M
WATERFORD on the
ROCKY RIVER - PH 4
CITY OF KANNAPOLIS
KANNAPOL IS NORTH C ROLINA
LENNAR CAROLINAS, LLC
Scale: 1 " = 400
Date: 05 i 18 / 15
Job #: 13052
By: CFC
Dwg. No:
BD-1

landscape archo-c
planning
civil englivering
DPR Associates, Inc. i 420 Hawthorne Lane f Cnarioue, NC 28204
ph 704 332.4201 I Fa. 701. 332.1210 I www.dprass diaces.ne[
WATERFORD on the
ROCKY RIVER - PH 4
CITY OF KANNAPOLIS
KANNAPOLIS, NORTH iCAROLINA,
LENNAR CAROLINAS, LLC
Scale: N.T,S.
Date: 051 18 / 15
Jab #: 13052
By: CFC
©wg, No:
BD-2

DPR Ass ci tes,in .--
DPR Associates, Inc.
420 Hawthorne Lane
Charlotte, NC 28204
May 18th, 2015
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
610 E. Center Avenue, Suite 301
Mooresville, NC 28115
RE: Waterford on the Rocky River Phase 4
Fast -Track Application (FTA-08-13) for
Gravity Sewers, Pump Stations, and Force Mains
Project Narrative:
Dear NCDENR:
Enclosed are the required materials for permitting the proposed sanitary sewer system to serve the proposed
Waterford on the Rocky River Phase 4 development located in the City of Kannapolis, Cabarrus County. The
proposed Waterford Phase 4 development consists of 62 single-family lots, An average daily water demand
flow of 400 gallons per day was assigned to each lot yielding 24,800 gallons per day total and 17.2 gallons per
minute of peak water demand. The proposed public 8"' sanitary sewer discharges to an existing 15°' gravity
sewer line along Travertine Trail (public) operated by the City of Kannapolis. The proposed flow from
Waterford Phase 4 will be treated by the Rocky River Regional Wastewater Treatment Plant,
Permit # NC00036269 owned by the Water & Sewer Authority of Cabarrus County.
Please contact me if you require any additional information or have any questions.
Sincerely,
DPR Associate, Inc.
Hy V, Nguyen, PE
Vice President of Engineers n
```1 141c�1A1rRf0
F.SSIj3

ISO 14001:2004 • NC Star ct August 27, '2015
Mr, Michael Legg
City Manager
City of Kannapolis
P.O. Box 1199
Kannapolis, NC 28082-1199
Subject: Flow Acceptance Request — City of Kannapolis
Waterford on the Rocky River Phase 4
Dear Mr.
egg:
WATER. & SEWER AUTHORITY
OF CABARRUS COUNTY
Office: 232 Davidson
Concord, NC 28027
to P.O. Box 428
Concs,rd, NC 28026-0428
7134.786,17&3 4 704.795.1564 Fax
www,ws1.300.0.rg
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 August 21, 2015. WSACC has or will have capacity at the Rocky
.River Regional Wastewater Treatment Plant and appropriate sewer interceptors to transport and treat the domestic
wastewater from the proposed project entitled. Waterford on the Rocky River Phase 4, located off Jim Johnson Road and
Shiloh Church Road. The referenced project will serve 64 single-family lots, with a projected wastewater flow of 23,040
gallons per day (gpd). he wastewater generatedby this project will be conveyed through City of Kannapolis' gravity
system, and then enter WSACC's system at the existing 36-inch Rocky River interceptor. WSACC agrees to accept
wastewater from the proposed development based on information provided by DPR Associates, Inc. (Civil Engineer for
the project) using North Carolina Department of Environment and Natural Resources (NCDENR) wa.stewater flow
guidelines.
'1 he 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 .ftiture. Projects on
the are subject to approval by WS.ACC,'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. ft 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, ‘vhen construction of this project is
initiated.
If you have any questions, please call me at [phone], extension 224.
Timothy R. Kiser, PE
Engineering Director
cc: Misty Lippard, PE/Kannapelis
Wilmer Melton/Kannapolis
fly V. Nguyen, PEIDPR Associates, Inc,
Michael Wilson/WSACC
Chad VonCannon, PE/WSACC
Mark Loinax/WS ACC
Thomas Hahn, PE/WSACC

Division of Water Resou ces
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FUSE -01/14)
(WSACC USE ONLY) Waterford on the Rocky River Phase 4
Section I. Name of wastewater treatment facility (1A/WTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit 4NC0036269
n Muddy Creek Wastewater Treatment Facility -- Penriit "C0081621
WWTP facility's psrmitted flow. MGD 26.500
Estimated obligated flow not yet tributary to the WWTP, MGD :1.712
WWTP -facility's actual avg. daily flow, MGD 16.66 (62.87% of permit)
Total flow for this specific request. MGD 0.023
Total actual and obligated flows to the facility, „
Percent of permitted flow used
18.395
69A2%
Section 11. Pump stations along the route firom the ,Jurisdiction's connection point to the WWTP.
(A)
Pump Station Fffni Capacity * Design A i.etage Daily Flow
(Name or Number) M( !) (Fin -nip()
MCI)
OWCF .Rocky River PS
37,000 14.800
(B) , (R-bC)
Current Obligated, 'INt Total Current F) e.
Average Daily Flow 'Tributary Daily Flow Phis Obligated Flow
MGD NIGD MGD
9.620 1.62.3 11243
(Ey-0-m
Available
3.557
The Firm Capacity of any pump station is defined as the ruaxiinntn 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 hy a peaking factor riot less than 25.
A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the NAAVTP where Available Capacity is < O.
Section III. WSACC Certification Statement:
fTimothy R. Kiser, PE, certify that, to the best of my knowledge, the addition of the. volume of wastewater to be
permitted ti this project has been evaluated along the route from the connection to the interceptor to the receiving
wastewater treatment thcility; 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 unplementation 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 ()filly knowledge, will not adversely affect the downstream sewer capacity.
Signature of ir ites acce tamf thil, wastewater flow,
WM CC 's
Revision Date 08i09/i 1

ndscape architecture
civil engineering
planning
DPR Asso t i s t
DPR Associates, Inc.
420 Hawthorne Lane
Charlotte, NC 28204
May 18th, 2015
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
610 E. Center Avenue, Suite 301
Mooresville, NC 28115
RE: Waterford on the Rocky River Phase 4
Fast -Track Application (FTA-08,13) for
Gravity Sewers, Pump Stations, and Force plains
Project Narrative:
Dear NCDENR:
Enclosed are the required materials for permitting the proposed sanitary sewer system to serve the proposed
Waterford on the Rocky River Phase 4 development located in the City of Kannapolis, Cabarrus County. The
proposed Waterford Phase 4 development consists of 62 single-family lots. An average daily water demand
flow of 400 gallons per day was assigned to each lot yielding 24,800 gallons per day total and 17.2 gallons per
minute of peak water demand, The proposed public 8" sanitary sewer discharges to an existing 15" gravity
sewer line along Travertine Trail (public) operated by the City of Kannapolis. The proposed flow from
Waterford Phase 4 will be treated by the Rocky River Regional Wastewater Treatment. Plant,
Permit # NC00036269 owned by the Water & Sewer Authority of Cabarrus County.
Please contact me if you require any additional information or have any questions.
Sincerely,
DPR Associate, Inc.
Hy V. Nguyen, PE
Vice President of Engineering
CiAPR©�'6%fry
ss'
•
. 41 '

Sept
,ber 3, 2015
Deportment
Ci 1 I)East Ce
\Mooresville,
Re:
Dear
Please
KANNI
:n y neertn,'
munental ManaQe.rnei.at
cal 1. t xis°r nmein and Natural. Resource
e, Suite 301
North Carolina_ 28115
dam:
nd attached tear
n along wFith th
iow acceptance letter
accept and treat the a
pre atnacnt Plant®
Rocky River Pl`aase 4
Cabarrus County
d at t}r
osed extension Will connect to the e
C'C Rocky River Interceptor. The wastewater co
Rocky River Phase 4 subdivision «ill sere°e 64 lots.
c original
the a
.\uth
The Water and Sever Authority of Cabanas County Stone
Collections Systems were approved by your office and are
Environmental \rla.na eiucnt. °llhis project will be
aal l
Sincerely,
t 704- )38-1519:) if you have and qu..esti
R EC, t 1 t.rN ( s
M ORFSVa,LE i 1 tt3 L OFF C
04501-17
a
id one copy I. nit
ced project. Also enclosed is
y oI C al aara°tas County stating they
.y Rive r Retional Wastewater
lis sever s)'ste.ata°llaeh e.tends ta:
is a system for \\ atcrlord on the
d Specilica
ed by the f)iv ision of
accordance with these Standard
11AWCK-A01\Shared\gdrive\wordltrs\04501 General\O45O1-17 Waterford F'h4 Sewer Permit Letter.docx
5, iN t,\ifs` 5,( IeE
70-?ti5-l>I'.
248

. Permit Number
Central Files. APS SWP
9/10/2015
WQ0038019 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions 1.00 Individual
Prirriary Reviewer
ori_ttuvia
Coastal SWRule
Permitted Flow
23„040
Facility
Permit Contact Affiliation
Hy Nguyen
420 Hawthorne Ln
Charlotte NC 28204
Facility Name
Waterford on the Rocky River Phase 4
Location Address
Owner
Major/Minor
Minor
Faculty Contact Affiliation
Region
Mooresville
County
Cabarrus
Owner Name
City of Kannapolis
Dates/Events
Owner Type
Government - Municipal
Owner Affiliation
Wilmer Melton III
DIR PUBLIC WORKS
1401 Bethpage Rd
Kannapolis
NC 28081
Orig Issue
9/10/2015
App Received
9/8/2015
Regulated Activities
Draft Initiated
Scheduled
Issuance
Subdivision
water collection
Outfall
Public Notice issue
Requested /Received Events
Effective Expiration
9/10/2015
Additional 'information requested
Additional information rece>ved
Waterbody Name Streamindex Number Current Class Subbasin

0
4-5-
6 2-531
DATE AMOUNT
06/01 /15 14645 $480.00
DPR ASSOCIATES, INC.
420 HAWTHORNE LANE
CHARLOTTE, NC 28204
[phone]
Four Hundred Eighty and no 109
PAY
TO THE NCDENR
ORDER
OF
8

Water Resources
ENVIRONMENTAL QUALITY
September 23, 2016
Mr. Wilmer Melton, Ill, Director of Public Works
City of Kannapolis
401 Laureate Way
Kannapolis, North Carolina 28081.
SUBJECT: Final Engineering Certification Acknowledgement
Waterford on the Rocky River, Phase 4
Permit No. WQ0038019
Perrnitee: City of Kannapolis
County: Cabana's
Dear Mr. Melton:
PAT MCCRORY
Gyronor
D©NALD R. VAN DER VAART
S. JAY ZIMM'ERMAN
imvaor
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on 9/21/2016. Enclosed
is a certification page for your records. A full review of the certification materials may or may not
be conducted. It is assumed that receipt of this certification indicates compliance with all
regulations, design criteria and the permit. However, if a full technical review is conducted, you
will be notified of any items of non-compliance..
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http:/tportal.ncdenr.org/web/wgiswp/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
or i . tuv i ag ric dear. go v
Sincerely,
Ori Tuvia, Environmental Engineer
Mooresville Regional Office
Division of Water Resources, DEQ
Mr. Hy Nguyen P.E. (e-copy)
Central Files
MRO
State of North Carolina I Environmental Quality I Water Resources
610 6', Cent& Avenue, Suite 301, Mooresvwv1o, NC 28115
Phone [phone] Internet www.ncdenr,go,

FASTENGINEERING CERTlpICA
PERMITTEE; City of Kannapolis
PERMIT g: WQQ003$019
PROJECT: Waterford on the Rocky River, Phase 4
ISSUE DATE: September 10, 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 Permitter 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 ofwhetlaer partials have been submitted,
7 jtM1rrt g's CERTIFICATION
1, the undersigned agent for the Permitlee, hereby state that this project has been constructed pursuant trs
the applicable standards & requirements, the Professional 'Engineer below has provided applicable
design/construction information to the Pertnitteo, and the Pernralttce is prepared to operate i maintain the
wastewat lo io1fly lfl��tt/ 1�iipr rc po it h £
Printed No rne„ Title 42or K )
7-49
Da
ATION
ional En ulcer in the State of North Carotin,
kly, full time) the construction of the
ve Permittee hereby state that, to the best of my
abilities, due ea a and diligence was used in the observation of the construction suck that the construction
was observed to be built within substantial compliance of this permit; ISA NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer i 'tinittrum 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 IInginecr's Seal w/signalure & date: -u. 0 �'1
Final D Partial (include description)
Certification Comments/ nlifrs (attach If necessary):
-AU +tom ( -t � � •-�xct
root
NC DWfi — Water Quality orrat Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 2811.5
Phone: [phone] FAX: [phone]
Mooresville Regional Office

Water .ResOUICOS
tiNV:HONI,A4F6: f.NAO TY
As built check list (reference 2T .0300)
Reviewed By: Ori Tuvia
Review Date: 9/23/2016
Project Name: Waterford On the Rocky River, Phase 4
WQ#: WQ0038019
PAT MCCRORY
DONALD R. VAN DER VAART
S. 7 ZIMMERMAN
1) As -built has been signed, sealed, and dated by an N.C. PE IZ Yes No
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 i avity, Three (3) feet minimum 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 0 No L N/A
3) Adequate information related to pump stations:
Ensure power reliability option is selected (15A NCAC 02T.0305(h)). E Yes —1 No N/A
4) Is Project design is in accordance with (see section B.13 of FTA 12-12)
15A NCAC 02T Gravity Sewer Minimum Design Criteria (latest version) Minimum Design
Criteria for Permitting of Pump Stations and Force Mains (latest version). Q Yes 0 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 correspondence) should be kept with the
application file.
5) Project contains high priority lines (15A NCAC 02T .0402(2)) L Yes No
If Yes, insure that the permit contains the necessary ondition 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 1/ Original length) < 10%.
If no application need to be modified
Yes No
State of North Carolina Environmental Quality Water Resources Water Quality' Regional Operations
Mooresville Regional Office 16 10 East Center Avenue, Suite 301 j Mooresville, North Carolina 28115
704 663 1699