wq0032168_Regional Office Historical File Pre 2018 (2)

Michael E Easley, Governor
Witham Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality.
September 13, 2007
Mr, Wilmer Melton, Dir, Of Public Works
City of Kannapolis
1401 Bethpage Road
Kannapolis, NC 28081
Subject: Permit No, WQ0032168
Castlebrooke Manor Subdivision
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr Melton,
In accordance with your application received on August 28, 2007, we are forwarding herewith
Permit No. WQ0032168, dated September 13, 2007, to the City of Kannapolis for the construction and
operation 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date of issuance until rescinded and shall be subject to the conditions and limitations as specified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 Permit Condition 3 which 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.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) 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. 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.
Mooresville .Regional Office 610 East Center Ave,, Suite 301 Mooresville„ NC 28115
tritemet voorw.nomwaterqu&ity.org Customer Service 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50% 'Recycled/10% Post Consumer Paper
Phone: [phone] Fax, [phone]

Mr Melton
Page 2 •
September 13, 2007
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 for the construction and operation of approximately 1,111 linear feet
of 12-inch gravity sewer, approximately 8,568 linear feet of 8-inch gravity sewer and the discharge of
25,200 gallons per day of collected domestic wastewater into the City of Kannapolis existing sewerage
system and the Water and Sewer Authority of Cabarrus County existing sewer system, pursuant to the
application received August 28, 2007, 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.
The sewage and wastewater collected by this system shall be treated in the Water and Sewer
Authority of Cabarrus County VVVVTP (Rocky River NPDES No. NC0036269) prior to being discharged
into the receiving stream.
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.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
/
for Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit File
Thomas Bach, WSACC
Dale Fink, NorthEast Engineering, PA
Surface Water Protection Central Files
Tom Asenzo, PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1, This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(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 unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. 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 as provided in 15A NCAC 2T
:0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200,
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be 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-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

4: This permit shall not be transferable. n 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
5. 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.
Per 15A NCAC 2T .0116, 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
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. 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.
9. 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.
10. 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 other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B ,0200 and 15A NCAC 2H ,0500,
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, 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 failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.

Voice mail messages or faxed information is permissible, but 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 Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part II of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.,
Permit issued this the 13day of September 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
,fiai Colson H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number NV Q0032168

Fast Track Engineering Certification
permit'No WQ0032168
September 13, 2007
Own er/WQC S PE W'VVTP/WQCS
Wilrner Melton, Dir. Of PW Dale Fink Thomas Bach, UtL Sys.Eng.
City of Kannapolis NorthEast Engineering, PA WSACC
1401 Bethpage Rd. PO Box 931 PO Box 428
Kannapolis, NC 28081 Concord, NC 28026 Concord, NC 28026
Complete and submit this form to the permit issuing regional office with the following
One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form, Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division, Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
11] Partial Final
as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (D periodically, E] weekly, LI full time) the construction of Castlebrooke Manor Subdivision,
Cabarrus County project for the 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 2-1-; the Division of Water Quality's (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, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received, Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions,

Water Resources
ENVIRONMENTAL QUALITY
September 20, 2017
Mr, Wilmer Melton, Ill, Director of Public 'V orks
City of Kannapolis
401 Laureate Way
Kannapolis, North Carolina 28081
SUBJECT: Partial Engineering Certification Acknowledgement
Castlebrooke Subdivision
Permit No. WQ0032168
Perrnitee: City of Kannapolis
County: Cabarrus
Dear Mr. Melton:
ROY COOPER
Crommor
S. JAY ZIMMERMAN
nie,r
The Division of Water Resource's Mooresville Regional Office received the Partial engineering
certification with record drawings for the subject sewer extension project on 9/15/2017. Enclosed
is a certification page for your records. A full review of the certification materials may or may not.
be conducted. It is assumed that receipt of this certification indicates compliance with all
regulations, design criteria and the permit. However, if a full technical review is conducted, you
will be notified of any items of non-compliance.
Please be reminded that the Perrnittee is responsible for keeping a copy of the final record drawv ngs
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portal.ncdenr.org/web/wvq/swp/psics/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact Ori Tuvia at [phone], or at.
ori.tuviai ncdenr.gov.
Sincerely,
Ori Tuvia, Environmental Engineer
Mooresville Regional Office
Division of Water Resources, DEC)
cc: Misty Lippard P.E. (e-copy)
Central Files
MRO
State of North Carolina Envrro°
610 E. Center Avenue, Suitt; 3©
F'Irone: 7O4- 663-t 699 k tn[emet
N32

T TRACK ENGINEERING CERTIFICATION
Permittee: City of Kannapolis Permit No. WQ0032168 (Modification)
Project: Casttebroake Subdivision Issue Date: 04111/2013
Complete and submit this form to the permit issuing regional office with the following:
One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction,
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
+► Changes to the project should be clearly identified on the record drawings or in written summary form. permit
modifications are required for any_changes resulting in non-compliance with this permit, reaul tions or
minimum design criteria. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate unit theDivision
P 1 P p t DI sign has received this Engineer's
Certification and all required supporting documentation. Thereforejt is higjily recommended that thjs certification
be sent Ina manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATI014
Wlmer Melton, Ili 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 designlconstnaction Information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
Wilmer Melton, III; Director of Public Works
Printed Name, Title
Signature
ENGINEER'S CERTiFIcATI©N
(2„253 LF of 8' &
0 Partial 626 LF of 12') 0 Final
1 Brian R. Rossi as a duty re,Itered Professional Engineer in the State of North Carolina,
having been authorized to observe (® periodically, DI weekly, 0' full time) the construction of the subject project
for the Perrnittee 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 Quality's (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.
Date
NR
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUP OR IN DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
Mooresville REGIONAL OFFICE
610 East Center Ave., Suite 301
Mooresville, NC 28115
The Permitfee is' responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineers Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
nforcement actions.

Water kesottre,trs
UNCV1 N k.04 t CiU
As built check list (reference 2T .0300)
Reviewed By: Ori Tuvia
Review Date: 9/20/17
Project Name: Castlebrooke Manor Phase 3
WQ#: WQ0032168
1) As -built has been signed, sealed, and dated by an N.C. PE Yes No
ROY COOPER
(ovemur
MICHAEL S. REGAN
Secrehlry
S. JAY ZIMMERMAN
1)1rector
Adequate information related to sewer lines
Note that per the 2T and MDC, there is a minimum 8" for public gravity or minimum 6" for
private gravity, Three (3) feet 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, si.ze, or alignment, at all intersections, and at distances not greater than 425 feet, minimum.
diameter of manholes shall be 4 feet (48 inches). Yes fl No E N/A
3) Adequate information related to pump stations:
Ensure power reliability option is selected (15A NCAC 02T,0305(h)). Yes T N/A
4) Is Project design is in accordance with (see section B.13 of FTA. 12-1.2)
1.5A NCAC 021 Gravity Sewer Minimum Design Criteria (latest version) Minimum Design.
Criteria for Permitting of Pump Stations and Force Mains (latest version), fl Yes P1 No N/A.
If no, a variance approval is required per the requirements of -I 5A 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)) 1-1 Yes No
IT Yes, insure that the pennit contains the necessary condition related to high priority lines 1.5A
NCAC 02T.0403 (a)(5)
6) Is the Sewer As -built length within 10% of the fast track applied Length?
( I Original length of pipe ---, As built length / Original length) < 10%,
If no application need to be modified
No
State of North Carolina Environmental Quality Water Resources 1 Water Quality Regional Operations
Mooresville Regional Office 610 East Center Avenue, Suite 301 Mooresville, North Carolina 28 ! 1 5
704 6631699

RACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE i!°i.AINS PAGE 3
z
USE THE TAB KEY TO
Owner:
la. City of Kannapolis
OVE FROM FIELD TO FIELD!
Full Legal Name (company, municipality, HOA, utility, etc.
lb Wilmer Melton, III - Director of Public Works
Signing Official Name and Title (Please review 15A NCAC 2H ,02 (b) for authorized signing officials!)
le. The legal entq who will own this system is:
y
❑ individual' Federal Municipalt © S e/County ❑ Private Partnership ❑ Corporation D Other (specify):
Application Number:
(to be completed by DWQ
1d. 1401 Bethpage Rd.
2 Mailing Address
z
z
0
1f. NC
State
1 h. 704-920-4200 1 i. 704-920-4244
Telephone Facsimile
2. Project (Facility) (nformation.
2a. Castlebrooke Manor Sudivision
Brief Project Name (perrnit will refer to this name
3. Contact Person: Matt Weiss
le. Kannapolis
City
lg. 28081
Zip Code
1 j. wmeltonici.kannapolis.nc.us
E-mail
2b. Cabarrus
County Where Project is Located
3a. Matt Weiss, Project. Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-788-6372
Phone Number
3c. mweiss
E-mai
a.c
1. Project is New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is 0 Public (skip to Item B(3)) ❑ Private (go to item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one
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))
& Sewer Authority of Cabarrus Coun
Owner of Wastewater Treatment F
a Public Utility (Instruction III)
❑ Homeowner Assoc./Developer (instruction IV
F) Treating Wa
4a. Rock River Re ional Wastewater Treatment Plant
Name of WWTF
a. City of Kannapoilis 5b, 15p Gravity
Owner of Downstream Sewer Receivin Sewer Size 0 Force Main
The origin of this wastewater is (check all that apply):
® Residential Subdivision
0 Apartments/Condominiums
El Mobile Home Park
School
❑ Restaurant
0 Office
water From This Pro
4b. NC0036269
❑ Car Wash
0 Institution
Hospital
❑ Church
El Nursing Home
Other (specify):
WWTF Permit No.
Permit Number of Downstream Sewer (if known)
100 % Domestic/Commercial
% Industrial
% Other (specify):
7. Volume of wastewater to be allocated for this particular project: 25,200 gallons per day
`Do not include previously permitted allocations
8. If the permitted flow is zero, indicate why:
Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.

RACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
9, Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(1)(3).
70 residential lots at 360gpd = 25,200 gpd
10 Summary of Sewer Lines to be Permitted (attach additiona sheetsi necessary)
Size (inches)
12"
8"
Length (feet)
1,111.17
8,568.23
z
O ENTER TOTAL LINE LENGTH IN MILES 1.83 miles
0
Gravity or Force Main
(use the pull down menu)
Gravity
Gravity
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
O Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- perrnanent generator WATS; 3-
4 plans for cross-reference) (MGD) GPM t TDH portable generator wftelemetry; 4-wet well storage)
• 12 Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H J0200 as applicable?
W 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
13, Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? Yes 0 No 0 N/A
Sedimentation and Erosion Control Ran? Yes 0 No 0 N/A
Stormwater?
14. Does this project involve aerial lines or siphons? 0
0 Yes 0 No N/A
These lines will be considered high priority and must be checked once every six months

z0
RACK,APPLECATION for GR
PUMP STATIONS, AND FORCE IVIAINS PAGE 5
1. Use the Division's guidance document entitled, "'DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as'
necessary), This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
0 A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
0 A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody„
Location ID on Map
(self chosen - as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
Rocky River Cabarrus Yadkin 13-17 C
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification;
0
ci
1, Wilmer Melton, III, Dir. Public Works, attest that this application for Castlebrooke Manor Subdivision 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 arid 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 civil penalties up to $25,000 per violation.
1 a.
Signing Official Signature
2. Professional Engineer's Certification:
Date
1 R. Dale Fink PE, PLS attest that this application for Castlebrooke Manor Subdivision 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, 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 certain
portions of this submittal package may have been developed by other professionals, 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 143-215.68, 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 civil penalties up to $25,000 per violation.
2a. R. Dale Fink, PE, PLS
Professional Engineer Name
2b. NorthEast Engineering, PA
Engineering Firrn
2c, PO Box 931
Mailing Address
2d. Concord 2e, NC 2f, 28026-0931
City
State Zip
2g, 704-788-6372 2h, 704-786-4750 2i. [e-mail]
Telephone Facsimile E-mail Seal, Signature & Date

SGS Kannapolis (NC) slateName Topo Page 1 of 1
4.6 1.2 1.5 km
0.2 0.4 0.6 0.8
UTM 17 522716E 3924096N (NAD27)
USGS Kannapolis (NC) Quadrangle
Projection is UTM Zone 17 NAD83 Datum
1 mi
http://www.topozone.co.ni`print.asp?lat=35.46189&1on=-8©.74965&size=m&u=z1&layer=DRG&dafium—n... 6/14/2007

!Pir
July 12, 2007
KANNAPO S
06501-49
NC Div of Environmental Management
Department of Environment and Natural Resources — Division of Water Quality
Environment
610 East Center Drive, Suite 301
Mooresville, North Carolina 28115
Re: Castlebrookc ONsite Sewer Extension
City of Kannapolis - Cabarrus County
Dear Sir or Madam:
Please find attached for your review and approval the original and one copy of the permit
application and a check for $400.00 for the processing fee for the above reference project. Also
enclosed is the flow acceptance letter from the Water & Sewer Authority of Cabarrus County
stating they will accept and treat the additional wastewater at the Rocky River Regional
Wastewater Treatment Plant.
The Water and Sewer Authority of Cabarrus County Standard Specifications for Wastewater'
Collections Systems were approved by your office and are being maintained by the Division of
Environmental Management.. 1. his project will be installed in accordance with these Standard
Specifications.
Please ea
Sincerely,
at 704-93 8 -1519 if you have any question .
Stephen J. Bissinger, PE
Assistant City Engineer
06501-49 Castiebrooke Onsite sewer permit le doe
CIT Y 0 K A N N A P 0 1 1 S
Engineering Departmt..T 701.438.1519 p 704.938.6810
P.O. Box 1248 Kannapolis. NC 28082-1248. 120 S. Main St. Kannapolis, NC 28081

TRIUNE DEVELOP ENT LLD
P.O.BOX 541
CONCORD, NC 28027
PH. (734) 795-4 52
PAY TryTHE NCDENR
ORDER OF
Four Hundred and00/100
MEMO
®EN
k
BANK E NORTH AROLINA
SAIN BURY, N 8147
661203-5
aatere Manor onte Se er°}
0010i 11 1:053 20 4
1073

WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
July 5, 2007
Mr. Michael Legg
City Manager
City of Kannapolis
P.O. Box 1199
Kannapolis, NC 28082-1199
Subject: Flow Acceptance Request
Castlebrooke Manor Subdivision Sewer Extension (Onsite/
° Office; 232 Davrdson Hwy,
Concord, NC 28027
all to; 6Q. Box 428
ord, NC 28026-0428
704,756,1783
Fax: 704,795.1564
Dear Mr, Legg:
This is in response to the City's request for flow acceptance received June 25, 2007. The
Water and Sewer Authority of Cabarrus County (WSACC) has or currently expects to be able to
make available capacity at the Rocky River Regional Wastewater Treatment Plant and appropriate
sewer interceptors to transport and treat the wastewater from the proposed subject project. The
wastewater generated by this project will be conveyed through the City of IKannapolis' proposed 8-
inch, 12-inch and 15-inch gravity system and then enter 'WSACC's system at the existing 36-inch
Rocky River Interceptor.
WSACC agrees to accept wastewater from tyre proposed Castlebrooke Manor Subdivision
Phase 1 (Onsite) and Waterford Subdivision on the Rocky River Phase 2 (©ffsite) projects, which
will include 70 single family residential lots within Castlebrooke Manor Subdivision and 14 single.
fancily residential lots in Waterford Subdivision. This is based on the information provided by
Northeast Engineering, P.A. (Engineer for the Project) using North Carolina Department of
Environment and Natural Resources (NCDENR) wastewater flow guidelines. The total projected
flow is 30.240 gpd (25,200 gpd from Castlebrooke Manor Subdivision and 5,040 gpd from
Waterford Subdivision); however WSACC expects the actual wastewater flow to more closely
approximate 2.1,000 gpd based upon Master Plan engineering data.
By requesting flow acceptance, the City of Kannapolis acknowledges that WSACC may
need to upgrade, expand, or construct new facilities to accommodate the increased flow volume
granted by this and previous flow acceptance. Appropriate design and construction will be initiated
when actual flows dictate but may be subject to situations that WSACC does not expect or control.
Based upon flow of 30,240 gpd and cost of 58.126/gpd to provide treatment and transportation
capacity, this flow acceptance represents an estimated capital expenditure in excess of $245,730.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 3,340,788 gallons of flow acceptance for the City of Karmapolis from 1992 to present and
434,761 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances, WSACC has committed capacity valued in excess of $27,147,243 for the City of
Kannapolis since 1992. including $3,532,868 for this calendar year.

City of Kaunapolis
Casllebrooke Manor ubdi i i: Extol
July 5, 200'7
Page 2 of
Downs tacil ties from the proposed project are scheduled in .CC's current six year
Capital improver ern program CI " to increase available capacity. Projects on the FI are .bj t
to approval by rTMSA "'s Board d of Directors, support from local governing bodies, regulatoty
approval, and funding availabilitys The following schedule of CIP projects is tentative a may be
delayed by unforeseen circumstances:
Kings Cirant Rocky River Parallel Interceptor. Scheduled completion date: 2010
Please note that if construction of this project is not started within tc
of this approval, the approval is rescinded and a second request and approval
Please notify WAC'C°, in writing, when construction of this project is initiated.
If you have any questions, please call me at 70 - -17 ,
cc:
incerel
CC Engineering Staff
f Moody, P.E./Kannapoli
per McltorrKannapolis
Dale Fink, P.E./Northeast 1i
re date
be equired..
Thomas A. Bach, P.E.
Systems Engineer
City Engineer
P ;

Central Ei,les: APS SWF'
09/1107
PeEmit Number WQ0032168 Permit Tracking Slip
Program Category
Non -discharge
Permit Type East Track
Status Project Type
In review New Project
Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee,browder
Permitted Flow
25200
Facility
Facility Name Major/Minor Region
Castlebrooke Manor Onsite Minor Mooresville
Location Address
Owner
Owner Name
City of Karmapolis
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance
09/12/07 08/28107
Re elated Activities
SubdivEdin
Wastewate coIlection
wall NI 1
PO Box 1199
Kannapolis
County
Cabarrus
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Wilmer Melton, 111, DIR PUBLIC
WORKS
NO 280811199
Public Notice Issue Effective
09/12107 09/12/07
eauestedIReceived Eve
Aciddional information requested
Additional information received
Expiration
Waterbody Narne Stream index Number Current Class Subbasin

T
UNE DEVELOPMENTLLC
P.O. BOX 5241
CONCORD, NC 28027
PH. [phone]
PAY TO THE
ORDER OF NCDENR
Four Hundred and 00/100
NCDENR
Castlebrooke Manor onslte Serer)
000ii000 110 5 L20 10 0001 730
BANK OF NORTH CAROUNA
SALISBURY, NC 2814
88-1203-581
8/27/2007
TRIUNEL LL:
NCDENR
Sewer Onsite (Castlebrooke
8/27/2007
100
DOARS
.
00
00
Bank of No Carotid Castlebrooke aver onsite Se e 400,00

Fast Track Engineering Certificatign
Permit No, WQ0032168
September 13, 2007
OwnerNVQCS PE
Wilmer Melton, Dir, Of PN Dale Fink
City of Kannapolis NorthEast Enginee mg, PA
1401 Bethpage Rd. PO Box 931
Kannapolis, NC 28081 Concord, NC 28026
WWTPNVQCS
Thomas Bach, UtilSys. Eng
WSACC
PO Box 428
Concord, NC 28026
Complete and submit this form to the permit issuing regional office with the foflowrng
One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability opton selected) for any pump
stations permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form, ;Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design critera,
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division, Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
DR1 Partial LI Final
as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe periodically, LIJ weekly, 11 full time) the construction of Castlebrooke Manor Subdivision,
Cabarrus County project for the Permittee, hereby state that, to the best of my abilities, due care arid 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 2T, the Division of Water Quality's (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, signature, and date
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received, Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions,

.
Alley, Williams, Carmen & King, Inc.
Post Office Box 1248
120 South Main Street
Kannapolis, North Carolina 28082-1248
Phone [phone] Fax [phone]
To: NCDENR
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, NC 28115
WE ARE SENDING YOU THE FOLLOWING:
COPIES
DATE
NO.
Letter o Trans al
❑LISPS UPS ©FED -EX
❑OVERNGHT ❑HA:ND DELIVER
Date: May 26, 2008 Job No. 06501-49
Attn: Dee Browder
Re: Castlebrooke onsite sewer - artial
Construction Record Drawings
DESCRIPTION
Engineer's Certification
THESE ARE TRANSMITTED as checked below:
For approval ❑ Approved as submitted ❑ Resubmit copies for approval
For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ See Remarks
MAY 18 2.8
NC DENR MRc
DWQ-Surface Water Pr©tecon
❑ For signature
G:twctrdltrsl06501 Gen era(tb6,-9 Castlebrooke onsite sewer as built trans doc

Water Resources
ENVIRONMENTAL QUALITY
December 1, 2017
Mr, Wilmer Melton, Ill, Director of Public Works
City of Kannapolis
401 Laureate Way
Karmapolis, North Carolina 28081
SUBJECT: Partial Engineering Certification Acknowledgement
Castlebrooke Subdivision
Permit No. WQ0032168
Permitee: City of Kannapolis
County: Cabarrus
Dear Mr. Melton:
ROY COOPER
Goveraor
MICHAEL S. REGAN
Seartary
LINDA CULPEPPER
tam Dirtver
The Division of Water Resource's Mooresville Regional Office received the Partial engineering
certification with record drawings for the subject sewer extension project on 11/30/2017. Enclosed
is a certification page for your records. A full review of the certification materials may or may not
be conducted. It is assumed that receipt of this certification indicates compliance with all
regulations, design criteria and the permit. However, if a full technical review is conducted, you
will be notified of any items of non-compliance.
Please be reminded that the 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://portal.ncdeanorg/web/wq/swpipsics/ptioc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact Ori Tuvia at [phone], or at
ori,[e-mail],
Sincerely,
Ori Tuvia, Environmental Engineer
Mooresville Regional Office
Division of Water Resources, DEQ
cc: Misty Lippard P.E. (e-copy)
Central Files
MRO
State of North Carolina I Environmental Quality I Water Resources
610 E. Center Aventie.,. Suite O1, Mcctesville, N628115
Piterve.', 704.-663-1699 irltecteet: WW1 :acdenr,gov

FAST TRACK ENGINEERING CERTIFICATION
Permittee: City of Kannapolis
Project: Castiebrooke Subdivision
Permit No. WQ0032168 (Modification)
Issue Date: 04/11/2013
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are requires' for any changes resulting in non-compliance with this permit, regulations, or
mlnimiurn design criteria. MocIlf*ations should submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation, Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
er , 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.
YV f 64cr ivie--1-00L1,,,-f)ff_,c1-Pc-Q1- 10i1( (ILA
Printed Name, Title Signature
Date
ENGINEER'S CERTIFICATION
(200 LF
Partial 8" San.) [l] Final
Brian Rossi , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe 1 periodically, weekly, El full time) the construction of the subject project
for the 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 Quality's (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, signature, and date:
SEAL
45526
ku,111' ... ,
,-,-
, -.,........' ,s''
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
Mooresville REGIONAL OFFICE
610 East Center Ave., Suite 301
Mooresville, NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received, Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

Viloter P. es ou rce 5
VM.ONMEN r Y
As built check list (reference 2T .0 0
Reviewed By: Ori Tuvia
Review Date: 12/1/17
Project Name: Castlebrooke Manor Phase 4
WQ#: WQ0032168
1) As -built has been signed, sealed, and dated by an N.C. PE Yes No
ROY COOPER
Grvernpr
MICHAEL S. REGAN
Serreurre
LINDA CULPEPPER
inferior t.birror
2) Adequate information related to sewer lines :
Note that per the 2T and MDC, there is a minimum 8" for public gravity or minimum 6" for
private gravity, Three (3) feet minimum cover shall be provided for ail 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 he 4 feet (48 inches). Yes L No N/A
3) Adequate information related to pump stations:
Ensure power reliability' option is selected (15A NCAC 02T.0305(h)). [ Yes [1 No
4) Is Project design is in accordance with (see section B.13 of ETA 12-12)
15A NCAC 02T Gravity Sewer Minimum Design Criteria (latest version)
Criteria for Permitting of Pump Stations and Force Mains (latest version).
N/A
Design
Yes No N/A
If no, a variance approval is required per the requirements of 15A NCAC 02T.0105(b)
Applicant must submit TWO copies of the plans, specifications, and calculations
Contact the Central Office to discuss the variance request to determine a course of action.
The central office will review the variance request, and if approvable, specific language
regarding the variance will be forwarded to the Regional Office reviewer to incorporate into the
permit. A copy of the variance letter (or email correspondence) should be kept with the
application file.
5) Projectcontains high priority lines ( SA NCAC 02T .0402(2)) Yes
If Yes, insure that the permit contains the necessary condition related to high priority lines I5A
NCAC 02'F.0403 (a)(5)
6) Is the Sewer As -built length within I0% of the fast track applied Length?
( Original length of pipe — As built length li Original length) < 10%. Yes [ No
If no application need to be modified
State of North Carolina Environmental Quality Water Resources Water Quality Regional Operations
Mooresville Ragictnal ()ffica 610 East Center .Avenue, State 301. Mooresville, North Carolina 211115
704 663 1699

Wateresources
ENVIRONMENTAL QUALITY
September 29, 2016
Mr. Wilmer Melton, III, Director of Public or
City of Kannapolis
401 Laureate Way
Kannapolis, North. Carolina 28081
SUBJECT: Partial Engineering Certification Acknowledgement
Castlebrooke Subdivision
Permit No. WQ0032168 Modification
Perrnitee: City of Kannapolis
County: Cabarrus
Dear Mr. Melton:
PAT MCCR.ORY
VAN DER VAART
Seoviory
S. JAY ZIMMERMAN
Di pkvr6r
The Division of Water Resource's Mooresville Regional Office received the Partial engineering
certification with record drawings for the subject sewer extension project on 9/28/2016. 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. Forrn PNOCF can be downloaded from
http://portal.nodenr.org/webiwq/swp/ps/csfpnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact Ori Tuvia at [phone], or at
ori.tuvia ccncdenr.gov.
Sincerely,
Ori Tuvia, Environmental Engineer
Mooresville Regional Office
Division of Water Resources, DEQ
cc: Misty Lippard RE, (e-copy)
Central Files
MRO
State of North Carolina Environmental Quality s Water Res>urces
610 E. Center Avenue, Suite 301, MooresvBle, NC 28115
Phone: 7r04-663-16991Entemet www.ncdenr,g©a

Fr
FAST TRACK ENGINEERING CERTIFICATION
tWQO0321fiS (Modification)
Permittee. Clty of i{annapolis 3 � � > �. � � - � ��� � ���sue Date: t)4P1112t113
Project: Castlebrooke Subdivision
Complete and submit this form to the permit issuing regional office with the following;
r One copy of the project record drawings (plan & profile views and detail drawings of sewer dines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
► Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications ere re uir ct fcrr an than es is, ion-c � t,r tee rarlo o� ti i his rmit re ulatio •s or
mini utt deer ry criteria. Modlficatiorrs shoo
This project shall not be considered complete nor allowed to operate until th
Certification and all required supporting documentation. Therefore. it is hi h
be sent in a manner hat rovid roof of recel t b he Division..
vision has recei
omnaended 'thi
PERM TTEE'S CERTIFICATION
, the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant a 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 orportons thereof.
Engineer's
edification
!Anp,rMe.-141)n-g;)refticcrrli74b1
Printed Name, Title
Signature
ENGINEER'S CERTIFICATION
0 Partial (2,235 LF of 8") D Final
1 Wesley A. Smith as a duly re istered Professional Engineer in the State of North Carolina,
having been authorized to observe ( periodically,] weekly„ 0 full time) the construction of the subject project
for the 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 Quality's (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, signature, and date:
7- ao -✓C
Date
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
Mooresville REGIONAL OFFICE
610 East Center Ave., Suite 301
Mooresville, NC 28115
The Permittee is responsible for tracking all p
wastewater flow made tributary to the waste
Engineer's Certification shall be considered a violation of
enforcement actions
tions up until a final certification is received. Any
wion system extension prior to completion of this
e permit and shall subject the Permittee to appropriate

Ailey, Williams, Carmen & King, Inc,
Post Office Box 1248
120 South Main Street
Kannapolis, North Carolina 28082-1248
Phone [phone] Fax [phone]
To: NCDEQ
Mooresville Regional Office
610 East Center Ave., Suite 301
�..� Mooresville, NC 28115
WE ARE SENDING YOU THE FOLLOWING:
Letter of Transmittal
DUSPS 'SUPS DEED -EX
D©VERNIGHT DHAND DELIVER
Date: September 26, 2016
Job No. 15a01-06
Attn: Surface Water Protection Supervisor
Re: Castlebraok
a Manor OnSlte Wastewater Systern pExt.
( WQ0032168 odification) �.
C©PIE.
DATE
1
DESCRIPTION
Record Drawings (Partial)
Fast Track Engineering Certification (Partial)
THESE ARE TRANSMITTED as checked below:
[] For approval
For your use
O As requested
O See Remarks
REMARKS
O Approved as submitted
Q Approved as noted
© Returned far corrections
[3 Resubmit copies for approval far signature
© Submit copies for distribution
El Return corrected. prints
G lwordlirs115501115501-55 Gasttebrooke PVC 2 Map 1 Sewer Tmns.d©cx

PAT MCCRORY
DONALD R, VAN DER VAART
S„ JAY ZIMMERMAN
Water Resources
ENV(ROT,Ir'^ENTM,. QUALH
As built check list (reference 2T .0300)
Reviewed By: Ori Tuvia
Review Date: 9/29/2016
Project Name: Castlebrooke Subdivision Phase 2
WQ#: WQ0032168-Modification
1) As -built has been signed, sealed, and dated by an N.C. PE Yes 7 No
2) Adequate information related to seer tines
Note that per the 2T and MDC, there is a minimum 8" for public gravity or minimum 6" for
private gravity, 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 ofmanholes shall be 4 feet (48 inches). Yes ri No
3) Adequate information related to pump stations:
Ensure power reliability option is selected (15A NCAC 02T,0305(h)). E Yes ri 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). Lil Yes No N/A
lf o, 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 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)) LJ Yes No
If Yes, insure that the permit contains the necessary condition related to high priority lines 15A
NCAC 02T.0403 (a)(5)
6) Is the Sewer As -built length within 10% of the fast track applied Length?
( I Original length of pipe — As built length 1 / Original length) < 10%.
If no application need to be modified
No
State of North Carolina I Environmental Quality I 'Water Resources I Water Qualify Regional Operations
Mooresville Regional Office I 610 East Center Avenue, Suite 3011 Moores‘ille, North Carolina 213115
704 663 1699