WQ0030291_Regional Office Historical File Pre 2018

r.
Mr. James Justice, Town Manager
Town of Mooresville
P 0 Box 878
Mooresville, North Carolina 28115
Dear Mr. Justice:
• ''_ 'h. .-� is
,, rr - ,
Michael F. Easley, Governor
William G. Ross Jr., Secretary ,
North Carolina Department of Environment and Natural Resources
•
November 30, 2006
• Alan W. Klimek, P.E. Director
Division of Water Quality
Subject: Permit No. WQ0030291 Modification
42" Rocky River Project
Town of Mooresville
Wastewater Collection System Extension
iredell County, North Carolina - -
In accordance with your application received on November 29, 2006, we are forwarding
herewith Permit No. WQ0030291 dated November 30, 2006, to the Town of Mooresville 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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 2H .0227 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 2H .0200; 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 Phone: [phone] Fax: [phone]
Internet www.ncwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
No Carolina
,Naturally

VamesJustice
2mber 30, 2006
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 for the construction and operation of approximately 10,280 linear
feet of 42-inch gravity sewer, 101 linear feet of 60-inch gravity sewer, 515 feet of 6-inch force main and
a 180 gallon per minute pump station with portable generator and telemetry as part of the 42" Rocky
River project, and the discharge of 0 gallons per day of collected domestic wastewater into the Town of
Mooresville's existing sewerage system, pursuant to the application received November 29, 2006, and
in conformity with 15A NCAC 2H .0200; 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 Town of
Mooresville -Rocky River WWTP (NPDES No. NC0046728) 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.
for Alan W. Klimek, P.E.
cc: Mooresville Regional Office, Surface Water Protection (WVVfP Permit No. NC0046728)
Dan Brewer, Chas H. Sells
Surface Water Protection Central Files
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
foliowing 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 2H .0200; 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 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
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 (Le.
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 §143-215.1 C.
1

pir • r:- '• - , ' ' ' ; i i ..
4. 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.
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.
6. Per 15A NCAC 2H .0220, 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 2H .0200; 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, Tine
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. •
2

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 I1 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 30t' day of November 2006.
NORTH CAROLINA.ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P:E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0030291 Modification
3

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Fast Track Erigineerinq Certification -
Permit No. WQ0030291 Modification
November 30, 2006
James Justice
Town of Mooresville
PO Box 878
Mooresville, NC 28115
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
• ❑ 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 42" Rocky River -
Sewer Extension, an Iredell 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 2H .0200; 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.

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
1 A. APPLICATION INFORMATION
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: Q D0302,9 (to be completed by DWQ) lX
1. Owner:
1 a. Town of Mooresville
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. James Justice, Town Manager
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
1 c.
The
■
legal entity who will
Individual 0 Federal
own this system
►/ Municipality
is:
IN
State/County ❑ Private Partnership ['Corporation ■ Other (specify):
Id. P.O. Box 878
Ile. Mooresville
Street Address
City
If. NC
11g. 28115
State
Zip Code
lh. [phone]
11. [phone]
1j.
Telephone ..-......__..._._-le honeI Facsimile
__-.,...._-_._...._._._._._.
1 E-mail..-_�-_...._.-_...............--------._._._..
2. Project (Facility) Information:
2a. 42" Rocky River Gravity Sewer Extension
2b. Iredell
Brief Project Name (permit will refer to this
name) i County Where Project is Located
3. Contact Person:
3a. Dan E. Brewer, P.E. - Chas. H. Sells, Inc. -
Senior Associate 1It
Name and Affiliation of Someone Who Can
Answer Questions About this ApplicationAy.\`
3b. [phone]
'3c. [e-mail]
Phone Number
F E-mail ,
IATI ON .
1. Project is
•
New
aModification
(of an existing
permit) i If Modification, Permit No.: WQ0030291 \
2. Owner is ® Public (skip to Item B(3))
• Private (go to Item 2(a))
2a. If private, applicant will be:
I I 2b. If sold, facilities owned by a (must choose one
■
❑
❑
Retaining Ownership (i.e. store, church,
Leasing units (lots, townhomes, etc. - skip
Selling units (lots, townhomes, etc. - go
single office, etc.)orj
to Item B(3))
to Item B(26))
❑
■
Public Utility (Instruction III)
Homeowner Assoc./Developer (Instruction IV)
3.
Town
of Mooresville
Owner
of Wastewater Treatment Facility (WWTF)
Treating Wastewater From This Project
fa.
Rocky
River WWTP
4b. NC0046728
aName
of WWTF
WWTF Permit No.
0 5a. Town
of Mooresville
5b. 42"
;
5c.
ZOwner
of Downstream Sewer
Receiving
Sewer Size
Permit Number of Downstream Sewer (if known)
The
origin of this wastewater is (check all that
apply): 1
r6.
j
W
f
i
i1
inApartments/Condominiums
•
•
Residential Subdivision
Mobile Horne Park
School
!
1
■;
❑
■
■
Car Wash
Institution ! 100 % Domestic/Commercial
Hospital i
Church 1 % Industrial
co t
i
•
Restaurant
Office
■
Nursing Home % Other (specify):
1
•
Other (specify):
7.
Volume
of wastewater to be permitted in this project: 0 gallons per day
8.
If the
1:
•
permitted flow is zero, indicate why:
Interceptor Line - Flow will be permitted is subsequent permits that connect to this fine
Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 5
C. STREAM CLASSIFICATION 1
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:
Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
❑ 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 Name of
on Map . Waterbody
1 Rocky River
1
' Waterbody Stream I Waterbody
County River Basin Index f Classification
lredell Yadkin 12-108-11 C
2 j Dye Creek
Iredell Yadkin 13-17-2 C
{
}
I i
I
Submit the 8.5" x 11" topographic map
as required in Instruction VI regardless of whether a classification is provided!
Z
0
H
V
LL
F- '
IX
LLI
'0
i0
2a.
2b.
2c.
2d.
2g.
1. Applicant's Certification:
1, James Justice, attest that this application for 42" Rocky River Gravity Sewer Extension
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as well as civil penalties up to $25,000 er violation.
1a. O o6
Signing Official ure Date
2. Professional ineer's Certification:
/ attest that this application for 42" Rocky River Gravity Sewer Extension has been
reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and
all other supporting documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria
for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although certain portions of this submittal package may have been developed by other professionals, 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 Class 2
misdemeanor which may include. - a fine not. to exceed i 00 as civil penalties up to $25,000 per violation.
0,0wellas
.._- -.--..-.-. --. -T-
Dan E. Brewer, P.E. I .`%,i� CARal''%,
Professional Engineer Name '` 4 ..aq"" i"""a, �#''%
_. _.._._... _,..,._...,. _ _ . - -- .............- _.._. - -_j r .k. CI4 `''- '' `.
9J�tf j s
Chas. H. Sells, Inc.
-
Engineering Finn t _ s
28 Overhill Drive, Suite 105 - - --' - LL _ _._ _ z �' 9.7S82 ;
_1Address F l I1 Crt' '�� I
Mooresville 2e. NC`_____ 2f 28117 -- y'"9Am1,01 i
4„`'"��„F• 8v°.,.
Cit State Zi
y p ,nrn ,e
[phone] .2h. [phone] 2i. [e-mail] ta/IG�e
Telephone Facsimile
E-mail Seal, Signature & Date
V7' A !VI !R'1

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
B. PERMIT INFORMATION (CONTINUED)
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 approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(1)(3).
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet) Gravity or Force Main
(pull down menu)
42"
651 ; Gravity
60"
101 Gravity
6"
515 Force Main
Gravity
Gravity
Gravity
Gravity
ENTER TOTAL LINE LENGTH IN MILES
0.24
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
�as shown on tans
------_._�_
3
i
Design Flow
MGD—
_._.. _ a... ...) i
0.259
Operational Point
GPM TDH
@ -- - —
180 gpm @ 21' TDH
Power Reliability Option
(dual line feed, permanent generator MATS,
portable generator w/telemet we orage)
-..P 9 ]►, _.._ t well st
portable ge erator wl telemetry
12. Does the sewi.,..__.___....___..._...----.--....__L-
sewer system comply with the Minimum
y p y
Mains (latest version), the Gravity Sewer
® Yes • No If no, please reference
variance is requested:
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS
_.....__-_..___-.._..._,.--.___
Design Criteria for
gns
Minimum Design Criteria
the pertinent minimum
OR CALCULATIONS PERTINENT
...._....-..___....._.—._.. Pump
the Fast Track Permitting of Stations e
and Force
(latest version) and 15A NCAC 2H .0200 as applicable?
design criteria or regulation and indicate why a
TO THE VARIANCE WITH YOUR APPLICATION
13. Have the followingpermits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ® Yes
Sedimentation and Erosion Control Plan? ® Yes
Stormwater? ❑ Yes
•
■
❑
No
No
No
• N/A
• N/A
® NIA
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http://www.topozone.com/print.asp?z=17&n=3931602.00009392&e=519697&s=100&size=1... 4/25/2006

Consulting Engineers, Surveyors & Photogremtnetrists
OctOber 24, 2006
NCDENR, Division of Water Quality
61.0 E. Center Street, Suite 301
Mooresville, NC 28115
Reference:. Fast Track Application for 42-inch Sewer Extension
Modification to Permit # WQ0030291
Rocky River WWTP
Mooresville, North Carol
Ladies and Gentlemen:
r7„souRcEs
CKORE :EEL OFFICE
On behalf of the Town of Mooresville, please find enclosed one original and one copy of .the Fast
Track Application for Gravity Sewers, Pump Stations, and Force Mains (Modified) for the above
referenced project. Also included is a check in the amount of $400 for the permit processing fee.
In summary,the project now consists of 2.04 miles of 42-inch gravity sewer main and 6-inch force
main (10280 .leet of 42" and 515 teet of 6") being constructed from the Rocky River WWTP to
Rocky River Road, A temporary pump station has also been added to the project.
If you have any questionsor require additional information, please contact us.
Respectfully suhniittecl,
Chas. H. Sells, Inc.
Kris S. Molander, El
Project Engineer
Cc: Mr. Derek Slocum, EA, -- Town of...Mooresville
(18,,rhal Oriv, • 110,-; • NC, • Toi.662.,,,olmo • Fax: '7(i WI •
EmpLovrE,

Permit Number WQ0030291
Central Files: APS SWP
11/29/06
Permit Tracking Slip
Program Category Status
Non -discharge In review
Permit Type Fast Track Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer B
Extensions - ' - - - - -'
Project Type
Major modification
Permit Classification
Individual
Primary Reviewer - Permit Contact Affiliation
dee.browder
Permitted Flow
0
Facility
Facility Name . Major/Minor Region
42" Rocky River Minor Mooresville
Location Address County
Iredell
Facility Contact Affiliation
Owner
Owner Name Owner Type
Town of Mooresville Government - Municipal
f0,7q/)�
Dates/Events
Owner Affiliation
James
PO Box 878
Mooresville
Justice, Manager Town
NC 281150878
Scheduled
Orig Issue pp Receive Draft Initiated Issuance Public Notice Issue Effective Expiration
05/24/06 ( 11/29/06
Regulated Activities Re uested Received Events
Subdivision , Additional information requested
Wastewater collection Additional information received
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Careen Sullins, Director
Division of Water Quarity
November 17, 2008
Town of Mooresville
P.O. Box 878
Mooresville, North Carolina 28115
SUBJECT: 42" Rocky River Sewer Extension
Permit No. WQ0030291 Modification
Wastewater Collection System Extension
Final Engineering Certification
Dear Permittee:
t_.. sit Y':'..
The Division received a final engineering certification for the subject project on October'24',Ap8:`.T ',
�.4. .J J4
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. 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 a copy, please contact your consultant
immediately to obtain a copy.
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, please complete Form PNOCF-S as this permit is not
automatically transferable. Form PNOCF-S can be downloaded from
http:l/h2o.enr.state.ric.us/ndpu/ndpuapps.html#Sewer.
If you have any questions concerning this document or the completion of Form PNOCF-S (if
necessary), please contact Ms. Dee Browder at the letterhead address or via E-mail at
dee.browder©ncmail.net.
Sincerely,
6-tal '&
hN2obert Krebs
t Surface Water Protection Regional Supervisor
Enclosure
Cc: an Brewer •
Surface Water Protection Section Central Files (certification page only)
.. .
One s.
NorthCarolina
Naturally
Pretreatment, Emergency Response and Collection Systems Unit Internet http:lm2o.enr.nc.state.us/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

•
:12 JP
' -_: 7" n 11 P-r L✓.n 1��tY
ti, ' •
E 4• , , f i f
1� 1
Fast Track Engineerin
Permit No. WQ0030291' Mo
November 30, 2006
James Justice
Town of Mooresville
PO Box 878
Mooresville, NC 28115 ,
•
q • Certification
dification
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 shalt 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
Di Partial [21 Final
I, bah E. Brewer , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (fg periodically, ❑ weekly, ❑ full time) the construction of the 42" Rocky River
Sewer Extension, an Iredell 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 2H .0200; 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:
C ARp;*0.,,
` t ,,,,1111lf1f/,ff
Si-'1 - -
.1� ffrf,l l liY
'4fenrq!rg11 ,i111,,
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.

SP
Transportation & tlntrastructu °e
October 22, 2008
NCDENR
61.0 East Center Ave.
Suite 301
Mooresville, NC 28115
Attention: Ms. Dee Browder
Reference:: Sanitary Sewer As-Builts for Ro ley River 42-Inch Gra,
line Extension -Phase 1, Pump Station and Force Main
Permit Number WQ0030291.
Mooresville, North. Carolina
Ms. Browder:
28 "ve3rhi l !)riven
0.5
TE4: 7U.4.662.0 I 00
Fax: 704,662.00 I U
()n behalf of the Town of Moresville, please find attached one copy of the Fast l"ruck
Engineering Certification, sanitary° sewer as -built drawings fir the gravity lines, pump station
and force main, and pump station information for the above referenced project.. Based on the
as -built information, successful quality control testing and successful purnp station start up,.
this project has been constructed in general accordance with the approved drawings and
technical. specifications..
Thank you for your assistance with this project. P
questions or require any additional information.
Sincerely,
WSP-Sells
Dan E. Brewer, P.E.
Vice President;
Cc: Mr. Ryan Rase, "login of Mooresville
do not hesitate to call i f you have any
DWQ- Sup'
Pry► a

SUPPLY
WATERWORKS,.
Engineered Products Division
315 9th Street SE
Hickory, NC 28602
t 828.324.9705
f 828.324.4365
October 16, 2008
Buckeye Construction
PO Box 1229
Canton. Nam_ 287t6
Attention: Mr. Harry Norris
Subject: Rocky River Lift Station
Mooresville, NC
Dear Harry:
""
Please use this for your records that Mission Control's representative will be at the above
station on Thursday morning, October 23, 2008, to check the equipment and put it into service.
His name is Mr. Wayne Littleton, and he will be in touch with you before next Thursday to
coordinate.
Again, I apologize for not being able to get him there sooner.
If you have any questions, please let me know.
Sincerely,
HD SUPPLY WATERWORKS
ENGINEERED PRODUCTS DIVISION
James IV..{-Cicksfmrh
James N. Hicks
Sales and Service Engineer
JNH:mrh
cc: Mr. Wayne Littleton
Ms. Linette Foley
Local Service, Nationwide

•
SUPPLY
WATERWORKS..
RECEIVED
OCT 1 7 ma
Engineered Products Division
315 9th Street SE
Hickory, NC 28602
t 828.324.9705
f 828.324.4365
October 16, 2008
Buckeye Construction
PO Box 1229
Canton, NC 28716
Attention: Mr. Harry Norris
Subject: Rocky River Lift Station
Mooresville, NC
Dear Harry:
Please use this for your records that on October 9, 2008, the pump and controls for this project
were checked for proper installation, tested and left ready for automatic operation.
While there, a draw down test was conducted on each pump with the following results recorded:
Pump #1
Pump #2
123 GPM 2.8-2.7-2.8 Amps
123 GPM 3.2-3.1-3.2 Amps
Enclosed is a copy of the certified test curve from the factory test for your reference.
appreciate you installing the gages between the check valves and the pumps this week.
This allowed the opportunity to check the shut off head of each pump, which appeared to be per
the result of the certified test.
Yesterday, October 15th, the field test was conducted again after the weights were removed
from the check valve arms with the flow rate recorded as:
Pump #1 220 GPM
Pump #2 185 GPM
Local Service, Nationwide

Buckeye Construction/Mr. Harry Norris/Start Up Letter — Rocky River Lift Station/Page Two
We will forward the six (6) copies of 0 & M manuals soon.
Sincerely,
HD SUPPLY WATERWORKS .
ENGINEERED PRODUCTS DIVISION
James 5iC /mrh
James N. Hicks
Sales and Service Engineer
JNH:mrh
Enclosures
cc: Ms. Linette Foley
Ms. Judy Keller
Mr. Gary Norris

Tuesday, January 08, 2008
Hughes Supply
Attn: DAVID GROSE
315 9th St SE
Hickory, NC 28602
Subject: Certified Performance Test
Ref: Your PO# 3542736
Our 11PC# 2102687
Pump Model: S4N300M4-4
Serial No: S52658 & S52659
Ref: Our Rec## 771
DAVID GROSE
Pentair
Water m
ABC 1VED , A ti ,
-&
Attached are the requested curves referenced on your above
purchase order. Please let us know if we can be of further
assistance.
Respectfully,
Adam Kemery
Lab Supervisor
AK/df
Encl: Above mentioned test results

HEAD •FEET
30.0 -
25.0
20.0
15.0
10.0
5.0
0.0
PERFORMANCE TEST RESULTS
FTIPHYDRCMA'TICTDH
Pentair Pump Group
J
Customer:
Pump:
S4N300M4-4
HUGHES
HICKORY
SPEED:
1750
RPM
TRIM:
5.75"
DIA.
SIN:
S52658
,
_
HPC:
2102687
PO#
3542736
"
Cond:
Tested:
180
01103/08
GPM
@
at
21'
Hydromatic
TDH
Pump,
Ashl
Certified By:
G
ate: 01/04/08
_l
By: ADAM KEMERY,
SUPERVISOR
-
e
a
0
• 1 /4/2008
50 100 150 200
CAPACITY - GPM
S52658
250
300
350
400
1

5.0
4.5
4.0
3.5
3.0
0.
2.5
2.0
PERFORMANCE TEST RESULTS
1
HYDROMATIC®
Pentair Pump Group
1.5 •
1.0
0.5
AMPS
WATTS I
0.0
0
- 1/4/2008
50 100 150 200
CAPACITY - GPM
S52658
250
300
5000
4500
4000.
3500
3000
[4
F
2500
- 20D0
1500
1000
500
r 0
350 400

HEAD -FEET
30.0
25.0
20.0
15.0
10.0
5.0
0.0
_
PERFORMANCE TEST RESULTS
-lif
HYDROMATIC
TDH
Pentair Pump
Group
,
Customer:
HUGHES
HICKORY
Pump:
SPEED:
S4N300M4-4
1750
RPM
TRIM:
5.75"
DIA.
SIN:
S52659
HPC:
2102687
PO#
3542736
Cond:
Tested:
180
01/03/08
GPM
@
21'
Hydromatic
TDH
Pump,
at
Ashl
Certified By:
: 01/04/08
By: ADAM KEMERY, to PER ISOR
•
---�*
---
-
o
-
-
-
•
wI
s
0
_ 1 /412008
50
100
150 '
200
CAPACITY - GPM
S52659
250
300
350
400
1

5.0
4.5 -
4.0
3.5
3.0
PERFORMANCE TEST RESULTS
i
0
eir
HYDROMATIC
Pentair Pum Group
a
2.5 -
2.0
1.5
1.0 •
0.5
- AMPS
WATTS
im-Hi -WI- I
0.0-
0
_ 1 I4/2008
50 100 150 200
CAPACITY - GPM
S52659
250 300 350