WQ0033491_Regional Office Historical File Pre 2018

4
NCDEM
Ifnent J Env;rai aid Natural ReS.)Ura:,,
Division of Water Quality
Pat McCrory Charles Wakild, P, E,
Governor Director
Erskine Smith, Interim Town Manager
Town of Mooresville
P.O. Box 878
Mooresville, N.C. 28115
Dear Mr, Smith
January 9, 2013
John Skvarla,
Secretary
Subject: Permit No. WQ0033491 (Modification)
Town of Mooresville
Brawley School Rd Utility Relocations
Wastewater Collection System Extension
Iredell County
In accordance with your application received December 12, 2012, we are forwarding herewith
Permit No. WO0033491 dated January 9, 2013, to the Town of Mooresville for the construction and
operation of the subject wastewater collection system extension. fhis permit shall be effective froi-o the
date of issuance until rescinded, shall void Pei mit No, WQ0033491 issued October 15, 2008, and shall be
subject to the conditions and limitations as specified therein. This cover letter shall be considered a part
of this permit and is therefore incorporated therein by reference.
Please pay particular attention to the following condition contained within this permit:
Condition 1: Manhole #3 to manhole # 6 is to be added to the high priority list.
It shall be responsibility of the Town of Mooresville to ensure that the as -constructed project
m 's the appropriate design criteria and rules. Failure to comply may ,ult in penalties in accordance
with North Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or
replacement wastewater collection facilities, and/or referral of the North Carolina -licensed Professional
Engineer to the licensing board,
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 1506 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 610 East Center Ave,, Suite 301 Mooresville, NC 28115
Internet www,ncmwatemualiiym Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post consumer Paper
Phone: [phone] fax [phone]
„One
North Caro
Natural

Mr. Smit
Town of Mores
January 9, 2013
WQ0033491 (Modifi atton
If you need additional information concerning this matter, please contact Mr. Samar Bou-
Ghazale at [phone] or via e-mail at [e-mail]
Sincerely,
r Charles Wakild, P.E., Director
Division of Water Quality
cc: Allison Kraft, P,E., (electronic copy) WK Dickson
Water Quality Central Files
PERCS (electronic copy)

ATA
�_ �..MCDENP.. o-.
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
Town of Mooresville
Iredell County
for the construction and operation of approximately 1,917 linear feet of 8-inch gravity sewer, 2,110
linear feet of 24-inch force main and the discharge of 0 gallon per day of collected domestic/commercial
wastewater into the Town of Mooresville existing sewerage system, pursuant to the application
received December 12, 2012 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 R filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
—Previous permit was issued on October 15, 2008. This modification -into place the sewer line between
Manhole # 3 and Manhole # 6 on the, high priority list.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit issued this the 9th day of January, 2013.
for Charles Wakild, P.E., Director
Division of Water Quality
By Authority of The Environmental Management Commission
Permit Number: WQ0033491 (Modification)

SUPPLEMENT TO PERMIT COVER SHEET
The Town of Mooresville 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 Rocky River Wastewater
Treatment Facility NPDES Permit No. NC0046728 prior to being discharged into the receiving stream.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless specifically
mentioned herein, Division approval is based on acceptance of the certification provided by a North
Carolina -licensed Professional Engineer in the application. It shall be the Permittee's responsibility to
ensure that the as -constructed project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Condition.
I. SPECIAL CONDITIONS
1. Manhole #3 to manhole # 6 is to be added to the high priority list.
II. STANDARD CONDITIONS
This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to
change ownership, or there is a name change of the Permittee, a formal permit request shall be submitted to
the Division accompanied by documentation from the parties involved, and other supporting materials as may
be appropriate. The approval of this request shall be considered on its merits and may or may not be
approved.
2. 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.
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
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 as provided in 15A NCAC 2T .0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to and 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.

I
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented. - -_- - _ ----
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days
per year). Pump stations that are connected to a telemetry system shall be inspected at least once per
week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with
15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute
§ 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 by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraphif necessary to prevent grease -related sanitary sewer -Overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
j. 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. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Mooresville Regional Office,
telephone number 704-663-1699, 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 SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone]. Persons reporting any of
the above occurrences shall file a spill report by completing and submitting Part! of Form CS-SSO (or the most
current Division approved form) within five days following first knowledge of the occurrence. This report must
outline the actions taken or proposed to be taken to ensure that the problem does not recur. Part II of Form

CS-SSO (or the most current Division approved form) can also be completed to show that the SSO was beyond
control.
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt
service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface
waters of the State.
7. 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. Any wastewater flow made tributary
to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are provided as
applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force mains)
of the wastewater collection system extension, Final record drawings should be dear 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 pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, 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 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 or variances to the Minimum Design
Criteria will be reviewed on a case-by-c'se 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.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities,
9. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T, the Division's Gravity
Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials may subject the Permittee to an enforcement action by the Division, in accordance with
North Carolina General Statutes §143.215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the
licensing board.

• 10. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of
nuisance -conditions, the Permittee sh,a trks imr.+:_r¢;,;rc .,;;r rectivz action, including :hose as may be requ;: ed
by this Division, such as the construction of additional or replacement facilities.
11. 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.

Vrm1ttee: Town of Mooresville Permit No. WQ0033491
Brawley School Rd Utility Relocations Issue Date: 09/01/2013
FAST TRACK ENGINEERING CERTIFICATION
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 reguired for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria. Modifications should be 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
I, , the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements , the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature
Date
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
I, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, ❑ 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:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVE.
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.
DWQ Use Only:
Flow from this project is tributary to: Rocky River WWTP- N00046728

USE THE TAB KEY TO
Owner/Permittee:
a. Town of Mooresville
Full Legal Name (company, municipality, HOA, uti
lb. Erskine Smith- Interim Town Manager
Signing Official Name and Title (Please review 15A NCAC 2T .0
'OVE FAQ
FIELD TO FIELD!
Application Number:
(to be completed by DWQ)
06 (b) for authorized signing offic
The legal entity who will own this system is:
Individual ❑ Federal ►( Municipality ❑ State/County ❑ Private Partnership ❑ Corpo
PO Box 878 1e. Mooresville
Mailing Address.
North Carolina
City
28115
Zip Code
704-6ti2-62981 j. esmith @ci.rr
Facsimile E-mail
Project (Facility) Information:
Brawley School Rd Utility Relocations
Brief Project Name (permit will refer to this name
Contact Person:
Allison Kraft / Ryan Rase- Town Engineers
2b. Iredell
County
ion ❑ Othe
esviUe nc., us
ere Project is
Name and Affiliation of Someone Who Can Answer Questions About this Application
_.. svillewncus _ f,rnoore.
ba 7J4-797-4t766 3c. akra�t@ci
Phone Number E-mail
Project is New
di icat c n (of an existing permit) If Modification, Permit No., WQ0033491
Owner is ( Public (skip to Item B(3))
a, It private, applicant will be:
❑ Retaining Ownership (i.e, store, church, single office, etc.)
❑ Leasing units (lots, townhomes, etc. - skip to item B(3))
Selling units (lots, townhomes, etc. - go to Item B(2b))
Town of Mooresvi
Owner of Wastewater Treatment Facility (WWTF) T
y_,.. Facility Rocky
River Wastewater Treatment.._._
Name of WWTF
a. Town of Mooresvi
Owner of Downstream Sew
The origin of this wastewate
Residential Subdivision
Apartments/Condominiums
Mobile Home Park
School
Restaurant
Office
b. 8"'GS +24"
FM
eceiving Sewer Size
check all that apply):
afinct Was
Gravity
Force Main
sold, faciliti
specify):
owned by a (must chose one
❑ Public Utility (Instruction try
❑ Homeowner Assoc./Developer (Instruction D)
ewater From This Project
4b. NC0046728
WWTF Permit No.
Permi
I Retail (Stores, shopping centers)
0 Institution
Ej Hospital
Church
0 Nursing Home
Other (specify):.._......._.
of Downstream Sewer
uction E
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
Volume of wastewater to be allocated or permitted tor this particular project: 0 gallons per day
*Do not include future flows or previously permitted allocations
It the permitted flow is zero, indicate why:
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
ITA 12JO7

•
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 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).
Flow is zero (0)
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
8"
1917
Gravity
24"
2110
Force Main
r11.
Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
w
Pump Station Location ID N/A (self chosen - as shown on plans/map for reference)
Z
Z
0
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
0
Z
0
Pump Station Location ID
(self chosen -
as shown on plans/map
for reference)
'CC
CC
0
U.
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
Z
cPump
Station Location ID (self chosen - as shown on plans/map for reference)
aDesign
Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w1ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
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
Mains (latest
applicable?
❑ Yes
*See attached
Revision:
grade. One
modification.
sewer
//
Upon
system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
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
letter correspondence from the Town of Mooresville stating the ability to clean 600 LF of sanitary sewer line.
completion of construction it was discovered that two 8" sewer line segments were installed below minimum
was installed at 0.39% and the second at 0.30%. Record drawings will be provided upon approval of this permit
FTA 12/07

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 ❑ No N/A
Sedimentation and Erosion Control Plan? ❑ Yes I$, No N/A.
Stormwater? ❑ Yes ❑ No ® N/A
Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)j 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;
and provide details Revision: Upon completion of construction it was discovered that two 8" sewer line segments
re installed below minimum grade. Between MH 3 and 4 was installed at 0.30% and between MH 5 and 6 was installed at 0.39%.
Owner/Permittee's Certification: (Signature of Signing Official and Project Narne)
1,Al. Erskine Smith , attest that this application for Brawler School Rd Utility Relocation_ 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 an 143:215.6B, any person who knowingly makes any false statement, representation, or certification in any
applic.r 1 s be guilty »; a Class tsdemeanor, which may include a fine not to exceed $1©,000 gas well as civil
penalup ,
r�'>�» 5 ©© r violn.
Si in+! ♦ Ici ature
,ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THiS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY£
PTO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
Professional Engineer's Certification; (Signature of Design Engineer and Project Name)
1, F an W. Ha e PE attest that this application for Brawlev School Rd Utility Relocation 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, l further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria
for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215,6A and 143-215.6B, any person who knowingly
makes any false statement, representation, or certification in any application shall be guilty of a Glass 2 misdemeanor
which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
a, Ryan W. Hager, P.E.
Professional Engineer Name
b. W. K. Dickson & Cox, Inc.
Engineering Firm
c. 401 4th Street SW Ste 20
Mailing Address
Hickory
tY
g. 828-327-6911
Telephone
2h, 828-327-9164
Facsimile
_21. 28602
State Zip
2i, [e-mail]
E-mail
NC PE Seal, Signature & Date
FTA12.107

• OF W A.TE,4
:p
.3tate of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project -Applicant Name: . Town of Mooresville
. Project Name for which flow is being requested: Bravaley School Rd Utility Relocations
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Rocky River Wastewater Treatment Facility
b. WWTP Facility Permit #: NC0046728
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
0
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
N/A
III. Certification Statement:
I, ER; K /r / i 5pi t T4 , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. 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 ab .ve ' Section I ani 1 'or which I am the responsible party. Signature of this form indicates
accept.. c of this wa wa flow.
Sig an • is Sign
206
Date

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS.
APplicant,Name
;ri
Town of Mooresville
3 Project !Narin
4
Brawley School. Rd Utility Relocations NCDOT#R3833B ..
Professional EngiheeeN'ame
Ryan W. Hager, PE
Engineerng'Fiirn Name,
' W.K. Dickson & Co.; Inc.
Location
ID
Name of Waterbody'
County
River
Basin
Waterbody Stream
Index No.
Waterbody
Classification
1
UT of Reeds Creek
Iredell
Catawba
- 11-104-(2)
WS-IV,B;CA
•
If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
1 certify that as a Registered Professional Engineer in the State of
North Carolina that ! have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date
***END OF FORM WSCAS-12/07 ***
FORM: WSCAS-12/07
Page 1 of 1

EXISTING LAKE
NORMAN REGIONAL
PUMP STATION
PROPOSED 24"
FORCE MAIN
RELOCATION
EXISTING 8"
SANITARY SEWER
EXISTING 20"
FORCE MAIN
PROPOSED 8"
SANITARY SEWER
RELOCATION °^
EXISTING 18"
SANITARY SEWER
EXISTING 8'"
SANITARY SEWER
PROPOSED 8",
SANITARY SEWER
RELOCATION
PROPOSED 24"
FORCE MAIN
RELOCATION
� D GKSON
cexnvnunoty infrastructure consult rots
t6th A kNUE, NE
CXCRv, NC 28601
(828) 327-89991
Office Lacatlonn:
North Carolina Georgia
South Carolina Flar1da
BRAWLEY SCHOOL RD.
UTILITY RELOCATIONS
NCDOT# R38338
USGS MOORESVILLE QUADRANGLE

Town. of Mooresvide
NORTH CAROLINA
August 11, 2008
NCDENR / WQ Division
Mooresville Regional Office
Non -Discharge Permitting Unit
610 East Center Avenue Suite 301
Mooresville, North Carolina 28115
OFFICE OF THE TOWN MANAGER
Re: Brawley School Road Utility Relocation
Compliance to Minimum Design Criteria for Gravity Sewer
Mooresville, North Carolina
WKD # 60486.00.HI -I
Gentlemen:
This letter is to confirm the aforementioned project's compliance with North Carolina
Administrative Code 15A NCAC 02T .0305(i)(2) stating "the maximum separation between
manholes shall be 425 feet unless written documentation is submitted with the application
that the owner/authority has the capability to perform routine cleaning and maintenance on
the sewer at the specified manhole separation".
A portion of this important project involves the relocation of an 8-inch gravity sanitary sewer
line that crosses Interstate 77 north of the proposed Brawley School Road interchange. The
North Carolina Department of Transportation (NCDOT) requires that sewer manholes cannot
be placed inside the control access limits of the interstate. This forces the manhole separation
at the interstate crossing to be 567 feet. The Town of Mooresville has adequate equipment
and personnel to routinely clean 600 feet of sewer line with the proper accessibility to the
manholes.
lagTAWRI
LE SEP 2 9 2008
BY:
POST OFFICE Box 878 • MOORESVILLE, NORTH CAROLINA 28115 • PHONE: [phone] • FAX: [phone]

We trust that the information provided sufficiently confirms that the Town of Mooresville is in
compliance with the aforementioned regulation. Please contact our office if there are any
questions.
Sincerely,
Towri of Mooresville
Erskine Smith
Interim Town Manager
cc: Mr. Ryan Rase - Town of Mooresville
Mr. Ryan Hager - WK Dickson
L/ 10418/Water Production Demands

•
OF W A TFR State of North Carolina
QG Department of Environment and Natural Resources
r- Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension.Permit Applications '
(FTSE —10/07)
Project -Applicant Name: . Town of Mooresville
Project Name for which flow is being requested: Braivley School Rd Utility -Relocations.
• More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Rocky River Wastewater Treatment Facility
b. WWTP Facility Permit #: NC0046728
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
0
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
N/A
III. Certification Statement:
I, EJZ S X !nl E S,vi t rM , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. 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 ab ',ve Section / an. 1 •or which I am the responsible party. Signature of this form indicates
accept•. ce(ofthis w. •wad flow.
Sig in_ ' is Sign
20 S
Date

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS.
Applicant -Name, ...1,-.1- r rifoi....i, ,„ .`,i.'Pro{ectNarnet
,_E. -r.M ...,,_ ._Fk_i-J17:.7x. ".,_._,r ,_:
Town of Mooresville
Brawley School. Rd Utility Relocations NCDOT#R3833B ..
PcofesslanaTl nglneer Name= 7.:- `..
' :.. =z E.:X3;Eng3neeringFier
iitamel- r_,.` ,-..._._ .6_3 :
• Ryan W. Hager; PE
• ' W.K. Dickson & Go.; Inc. ,
Location
ID
1
Name of Waterbodyi
UT of Reeds Creek
County
Iredell
River
Basin
Catawba
Waterbody Stream
Index No.
- 11-104-(2)
Waterbody
Classification
WS-IV,B;CA
i If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
I certify that as a Registered Professional Engineer in the State of
North Carolina that I have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date
*** END OF FORM WSCAS-12/07 ***
FORM: WSCAS-12107
Page 1 of 1

EXISTING LAKE
NORMAN REGIONAL
PUMP STATION
PROPOSED 24"
FORCE MAIN
RELOCATION
EXISTING 8 `:;-
SANITARY SEWER
EXISTING 20"
FORCE MAIN
PROPOSED 8"
SANITARY SEWER
RELOCATION.
PROPOSED 8"
SANITARY SEWER
RELOCATION
EXISTING 12"
SANITARY SEWER
EXISTING 18"
SANITARY SEWER
EXISTING 8
SANITARY SEWER
PROPOSED 8".,
SANITARY SEWER
RELOCATION
PROPOSED 24°'
FORCE MAIN
RELOCATION
'1 N Lt.
,wKKSON
community infrastructure consultants
231 16th AVENUE, NE
HICKORY, NC 20501
(828) 327-15911
Of i v_ocattonw.
North Coro 1no Georplo
South CoroOno Florido
BRAWLEY SCHOOL RD.
UTILITY RELOCATIONS
NCDOT# R3833B
USGS MOORESVILL.E QUADRANGLE

Town of Mooresvifle
NORTH CAROLINA
August 11, 2008
NCDENR / WQ Division
Mooresville Regional Office
Non -Discharge Permitting Unit
610 East Center Avenue Suite 301
Mooresville, North Carolina 28115
OFFICE OF THE TOWN MANAGER
Re: Brawley School Road Utility Relocation
Compliance to Minimum Design Criteria for Gravity Sewer
Mooresville, North Carolina
WKD # 60486.00.HI -1
Gentlemen:
This letter is to confirm the aforementioned project's compliance with North Carolina
Administrative Code 1 SA NCAC 02T .0305(i)(2) stating "the maximum separation between
manholes shall be 425 feet unless written documentation is submitted with the application
that the owner/authority has the capability to perform routine cleaning and maintenance on
the sewer at the specified manhole separation".
A portion of this important project involves the relocation of an 8-inch gravity sanitary sewer
line that crosses Interstate 77 north of the proposed Brawley School Road interchange. The
North Carolina Department of Transportation (NCDOT) requires that sewer manholes cannot
be placed inside the control access limits of the interstate. This forces the manhole separation
at the interstate crossing to be 567 feet. The Town of Mooresville has adequate equipment
and personnel to routinely clean 600 feet of sewer line with the proper accessibility to the
manholes.
trECLUMMIIII
SEP 2 9 zoos
B Y:
POST OFFICE Box 878 • MOORESVILLE, NORTH CAROLINA 28115 • PHONE: [phone] • FAx: [phone]

We trust that the information provided sufficiently confirms that the Town of Mooresville is in
compliance with the aforementioned regulation. Please contact our office if there are any
questions.
Sincerely,
Town' of Mooresville
Erskine Smith
Interim Town Manager
cc: Mr. Ryan Rase - Town of Mooresville
Mr. Ryan Hager - WK Dickson
L/ 10418/Water Production Demands

Town of Mooresville
Development Services Department
Post Office Box 87€3
Mooresville, North taro➢ina 28115
December 10, 2012
Mr. Samar Bou-ghazzale
NCDENR — DVVQ
610 E Center Ave
Mooresville, NC 28115
RE: Fast Track Permit Application
Brawley School Road Utility Relocation (Section B) — Permit number WQoo33491
Mr. Bou-ghazzale:
Please find attached two copies of the Fast Track Application modifying existing permit
WQoo33491 for the Brawley School. Road Utility Relocation (Section 9). Per your conversation
with _Ryan Hager with WK Dickson, the new sewer line was installed below minimum grade.
This new permit and fee are being submitted at your request. Also enclosed. are two copies of a
letter from the Town confirming our ability to clean up to 60o LF of gravity sewer.
Upon approval of this permit, we will submit record drawings and engineer's certification.
If you have any additional questions, please let me know. Thank you..
Sincerely,
Allison Kraft, P.E.
Senior Engineer
704-799-4066
cc: Ryan Hager, VVK Dickson

Permit Number WQ0033491
Central Files: APS SWP
01/08/13
Permit Tracking Slip
Program Category Status
Non -discharge In review
Project Type
Major modification
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer B Individual
Extensions
Primary Reviewer Permit Contact Affiliation
samar.bou-ghazale
Coastal SW Rule
Permitted Flow
0
Facility •
Facility Name
Brawley School Road Utility Relocations
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
lredell
Facility Contact Affiliation
Owner Name Owner Type
Town of Mooresville Government - Municipal
Dates/Events
Owner Affiliation
Erskine Smith
PO Box 878
Mooresville
NC 281150878
Orig Issue App Received Draft Initiated
10/15/08 01/08/13
Scheduled
Issuance
Public Notice issue Effective
01/09/13 01/09/13
Regulated Activities Re • uested/Received Events
Apartment complex Additional information requested
Church Additional information received
Condominium
Restaurant
Retail
Stormwater collection
Subdivision
Wastewater collection
Outfall NULL
Expiration
Waterbody Name Stream Index Number Curfent Class-Sulibasin