WQ0032917_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
April 23, 2008
Mr. Rob Jackson, Construction Manager
Iredell-Statesville Schools
549 Race Street
Statesville, NC 28687
Subject: Permit No. WQ0032917
Elementary School
Wastewater Collection System Extension
Iredell County, North Carolina
Dear Mr. Jackson,
In accordance with your application received on April 9, 2008, we are forwarding herewith
Permit No. WQ0032917, dated April 23, 2008, to the Iredell-Statesville Schools 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date of issuance until rescinded and shall be subject to the conditions and limitations as specified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 15ANCAC 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
Internet: www.ncmwaterquality.org Customer Service: 1-877-623-6748
Paper
N r hCarolina
7aturrr!!j
Mooresville, NC 28115 Phone: [phone] Fax: [phone]
An Equal OppartunityJAttirmative Action Employer-50% Recycled/10% Post Consumer

Mr. Smith
Page 2
ApriI23, 2008
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 for the construction and operation of approximately 750 linear feet of 2.5 inch force main and
the discharge of 868 gallons per day of domestic wastewater 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 Town of
Mooresville Rocky River WWTP (NPDES Permit No. NC0046728) prior to being discharged into the
receiving stream.
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of the Town of Mooresville. Mooresville must utilize
whatever tracking tools necessary for planning additions of sewer flow in order to maintain
compliance with the WWTP permitted limits and the collection system permit WQCS00043.
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 Files
Stuart Little, Timmons Group
Erskin Smith, Town of Mooresville
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
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.
1

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 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.
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.
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 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 23rd day of April 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032917
3•

r'ast
Track Engineering Certification
Permit No. WQ0032927
April 23, 2008
OwneriWQCS Owner,WQCS/WWTP
Rob Jackson, Construction Manager Erskine Smith, Interim Town Manager
Iredell Statesville Schools Town of Mooresville
549 N. Race Street PO Box 878
Statesville, NC 28687 Mooresville, NC 28115
PE
Stuart Little
Timmons Group
1001 Boulders Parkway,Ste 300
Richmond, VA 23225
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 Elementary School, 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 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.

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner/Permittee:
Iredell — Statesville Schools
Full Legal Name (company, municipality, HOA, utility, etc)
Application Number:
(to be completed by DWG)
• 1 b. Rob Jackson, Construction Manager µu _
Signing Official Name and Title Please review 15A NCAC 2T .01t'D6 (b)
lc. The legal entity who will own this system is: Public School System
❑ Individual ❑ Federal ❑ Municipality ❑ State/County 0 Private Partnership 0 Corporation
O l d, 549 N. Race Street
LL. Mailing Address
lf, North Carolina.
State
O 1 h. 704-924-2036
Telephone
0
LL.
z
Facsimile
2_ Project (Facility) Information:
2a. Elementary School
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a, Frank Slinsky / Civil Engineer
Name and Affiiliation of Someone Who Can Answer Questions About this Application
3b, 919-866-4934 3cfrankslinks
le. Statesville
for authorized signing officials!)
Other (specify).
City
1g, 28687
Zip Code
1j. 'ackson iss.k12.nc.us
E-mai
2b. Iredell
County Where Project is Located
Phone Number
Project is b'u New
edification (of an existing permit)
2. fawner is ❑ Public (skip to Item B(3)) Private
2a. If private, applicant will be:
Retaining Ownership (i,e. store, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Selling units (lots, townhomes, etc - go to item B(2b))
E-mai
edification, Permit No.:
go to Item 2(a))
2b, if sold, facilities owned by a (must choose one)
Public Utility (Instruction C)
❑ Homeowner Assoc./Developer (Inetr +ction D)
3. Town of Mooresville__
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a, Rocky River WWTP
Name of WWTF
4b. NC0046728_
WWTF Permit No,
5a. Town of Mooresville 5b. 8° Gravity 5c.
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main
6. The origin of this wastewater is (check all that apply):
• Residential Subdivision
Ej Apartments/Condominiums
O Mobile Home Park.
0 School
0 Restaurant
Office
❑ Retail (Stores, shopping
0 Institution
Hospital
❑ Church
Nursing Home
Other (specify); Canoe_s
Restrooms
sion Stand/
Permit # of Downstream Sewer (Instruction E)
centers) 100 % Domestic/Commercial
9/0 Industrial (attach
description)
(RO: contact your Regional Office
Pretreatment staff)
°l° Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project. 868 gallons per day
*Do not include future Flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
O Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
O Flow has alreadybeen allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T ,0303 to determine if a
permit is required)
FTA 1.2/t17_v

' I9.
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).
1,736 SF Concession Stand x 50 gpd/100 SF = 868 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
2-1/2"
750
Force Main
0
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
W
p
..
Pump Station Location ID SEW 10 of PS (self chosen - as shown on planslmap for reference)
Z
Z
O
Design Flow
(MGD)
OperationalPoint
GPM @TDH
Power Reliability Option
1 - permanent generator wIATS;
2 - portable generator wlMTS
Force Main Size
Force Main Length
V
0.043
30 gpm @ 30 TDH
Single Line Feed; PS will not be in used
Himinn nn+wPrfaniIrv.
2'1/2"
750
Z
0
Station Location ID
(self chosen -
as shown on planslmap
for reference)
QPump
2
Et
LL
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generatorwlATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
Z
H
cPump
Station Location ID (self chosen - as shown on planslmap for reference)
dDesign
m
Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w1MTS
Force Main Size
Force Main Length
12.
■
Will
Yes
the
0
wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13.
Does
Mains
applicable?
►�
the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
Yes • 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
FTA12/07_ver2

'14: Have the following permits/certifications been submitted for approval for the system or project to be served?
Welland/Stream Crossings - General Permit or 401Certification? El Yes El No ,E1 N/A
Sedimentation and Erosion Control Plan? I Yes LI No El NIA
Stormwater? El Yes D No Ei N/A
45_ Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)) involve aerial lines, siphons, or interference
manholes)? Theselines will be considered hioh- priority and must be checked once- eVel-iisix months
.Checklf Yes: El and provide details
i. OWner/Permittee's,Certification: (Signature &Signing Official and Project Name)
-*"- ii9c1:44Wia attest that this application foiC•OA1-14.1.2icAi.t.e..- gegot, has been
revre •by me and is accurate and complete fo the best of my knowledge. 1 Onderstand.that hall required parts of this
application are not completed and that if all required supporting documentation and attiachipelifteiCtiOrinalgded, this
application package h:60bject to being returned as inComplete. Note: fn 'accorrianciOtfookA40)30-0179p.4
Statutes 143-215.6A and 143-2166B, anyperson who knowingly makes any false staternegetVgeSet4affigli or
certifiaatiOniii any applkation shall be guilt)i o f a Class 2 misdemeanor, which rnakincludike fine ncifteeiceed $10,000
as well as civil pertakes up 'tic) $25,000 per violation.
Signing Official)
:'
griaflir#,
- • . - •
'Date
'.ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE 2F...$pAiRsiTHEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC B2T 0305
:0
.2.
Professio I Engineer' ertification: ,(Signature of Design Eng ineer and. Prdiept Name)
attest that this application for pArile.. OSO4, •5101 • hes been
LL reviewed by end is accurate complete and consistent with the in orniation in the engineeringplarii,7deladlations, and
all other4fr pditing:docamentation to the bed of My knowledge. further attest that to Vie best etmy knowledge the
proposed design has been prepared ln accordance with the applicable.regulations, Gravity Sewer Minimum Design Criteria
for Gravity.Sewert adopted February 12 1995; and the Minimum DesignCriterfalor forthe Fast -Track Permitting or Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification 111'de-ow:dance With.Diviaion guidance.
Although other professionals mayhave developed certain portions of this submittal peckage,,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 NO General Statutes 143-216,6A and443-0.5.K any who knowingly
makes any false Statement, representation, or certification in any application:shell be guilty of a Class 2 misdemeanor
which may include a fine not to exceed $10,000 as well as civil penalties up fo s25,000per vidatioq.
!2a. Stuart Little
Professional Engineer Name
2b. Tfmmons.Group -
Engiraerrngfr nr-if
ttttttt Ili
‘ ttt 1 f
Nt' NA CAP?
.. . ... 4., 440, .... ....... .. / . 0.,..
' 1. .:.• (-5•-.•4 10 XI,. -:,.
--- ' - .• - .. —
' -
2c.. 1001,Boulders Parkway, Suite.300
- •
▪ •
•
•
7:0 • ▪ S
2cI. Richmond VA 2f. 23225 „
e•.„. • • ..... • .„„..c‘,"
. . State
"i1/41/11RT
NC PE Seaf..„;ligtUr.:.,8,, Date
-804,200,6508 [e-mail] .1018.
TelePliOne.
FEanille E-mail
FTAI2/07 yer'2

4. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No N/A
Sedimentation and Erosion Control Plan? Yes ❑ No ❑ N/A
Stormwater? ❑ Yes 0 No N/A
15. Does this project include any high priority lines, [see 15A, NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: ❑ and provide details
Owner/Perrrsittee"s Certification: (Signature of Signing Official and Project Name)
' , attest that this application for CO 04 C'rte•C has been
reviewc.dy by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as well as civil penalties up to $25, 000 per violation..
Date
Signing Official fgrrature
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMI i IAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
f, attest that this application for ,., 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 other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the
proposed design, Note: In accordance with NC Genera/ 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 $ill, 000 as well as civil penalties up to $25, 000 per violation,
2a. Stuart Little
Professional Engineer Name
2b. Timmons Group
Engineering Firm
2c, 1001 Boulders Parkway, Suite 300
Mailing Address
2d. Richmond
City
2e, VA 2f. 23225
State Zip
2g. 804 2©a-65O8 mn 2t1. f14-5S0-1016 2i, stuart.little er timmons.com
Telephone Facsi ilIIe E-mail
NC PE Seal, Signature
FTA12/07 ver2

FIRST MARKET BANK
• ••••• TIMMONS GROUP, INC. RICHMMO68-� D,'�V5 0 230
•• 1001, BOULDERS PARKWAY, SUITE 300
, RICHMOND, VA 23225 CHECK DATE
TIMMONS GROUP (soa, Zoo-ssoo
PAY Four Hundred Eighty and 00/100 Dollars
TO NCDENR
1
61961
February 13, 2008
Mao on tack.
8
AMOUNT $480.00
NP 4
00611961v 1:05L0740301: 40LL2726?31I'

4A�F9 State of North Carolina
QG Department of Environment and Natural Resources
r Division of Water Quality
-c 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: j r,l l - Ccx3�}lc- reek- L)4r` )
More than one FTSE l0/07 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 Plant (Mooresville)
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
5. ac)CD
cD , afs>
L1 . 4t9 q
%„
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow. A- A rSo� 1-)
v�cZ7a.rro> , cc_r-m car ) -
List pump stations located between the project connection point and the WWTP rr1 eC� `r`'1'
c-r--r-Kv-1-15
Pump Station Name Approx. Capacity, MGD Approx. Current Avg. °r-nov; .l-
(Firm/Design) Daily Flow, MGD ��"```�
q�r-c�., � w or 13 cT )rY p, r C`)t�[.}xrse 'L'cQ W:.TtP)
III. Certification Statement:
I, Fr ei /711- , 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
establish: • po 'cies and procedures using the best available data. This certification applies to those items
listed .'•ve n Sections I ? d for . hick I am the responsible party. Signature of this form indicates
accep ee % this Ater ' { ,f76e?
Signing I facial Signatur I Date

PTOWN OF
MOORESVILLE
PUNNING &
ENGINEERING
DEPARTMENT
. • . •. ........... • . - • ........
4.-,--,-.7'
• A 47 . P.: ,,r,.: ,....1,--.. -
March 5 2008
_., •"''. -!:...,.1-; 4. '-,::
#1' z-
Mr. FranleSlinsky-/
Timmons GroAlp „..4-'
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1001/BouldiriParkway, Suite 300
.......
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,
Richmond -VA 23225
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Re: ,Plredelf-Sta tesville Schools ''''.."I''' -P.,,,,', -,-v :.) -r- —r-
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Coddle Creek Elementary Schoorind:CdrieeSSidif'Statid-
' .-.' .-2.1:',' ---.' r 7 -':, *:—..4-- .
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if. Flow Acceptance Letter ',•-, \Ay-. - 2 )) •
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Mr. Timmons: „:„... 1 ...,., \ 7.:,...,,,i'.7.:1, ,,...,,;..4„.2,.,:7:_r,....;-
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, . The Town of Mooresville agrees':tO_„--acaeptthe sewerllow frOrri the above referenced
-.1. ,s . _.,,,-. .. -,-_,, 4... ..„_.-,.
project Wastewater will be teate$1,,byithe Town of Modresville's Rocky River VVVVT,P,_ei
4 NPDES Perrnft No. NC064672-6,17hie- evelopment's expected input into the INWTRIS 4'
t16,993 gpd based on the following:
' 1 i I ;1.', S,
•
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\ 950 students + 125 faculty x 15 gpd/perSOtt46;125.gPd
15, 1,736 sf Concession Stand x 50 gpd/100:st .7186,..,.gpd
,,f,,i, jc,?..
Allison B. Kraft, PE
Civil Engineer
Town of Mooresville
P. Q. Box 878
Mooresville, NC 28115
[phone]
Fax [phone]
( • el
4'5> t%..
in, .t.'• '
It isyour resp-oribibility, as the engineer of record, to:CertifyIP-the Town and tothe §tateithat
consfiuctierOfis been completed in accordance l 'With the approved plans and iSPecifications.
sz. ,,,- _.- ,, • vc.% ,4
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We look forward to working with you onthis project.
oy ,07
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11: Sincerely,
t .., , ,,..,
.„,
...1,-. -
Allison B. Kraft, PE,
Civil Engineer
1
CC: Cliff Webb \

N5° 31 .t i 035' 32

BARNES
www.cranepumps.com
Series SGVF
Performance Curve
2HP, 3450RPM, 60Hz, High -Flow
TOTAL ' HEAD
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30 — 100
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80
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60
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Testing Is performed with water, specific gravity 1.04 68° F ® (20°C), other fluids may vary performance
PUMPS & SYSTEMS
ACaine .CO. Company USA: [phone] • Canada: (905)-457-6223 • International: [phone]
1
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PAGE 5
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2/1412008

Central Files: APS SWP
04/22/08
Permit Number WQ0032917 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
868
Facility
Facility Name MajorlMinor Region
Elementary School Minor Mooresville
Location Address
Owner
County
Iredell
Facility Contact Affiliation
Owner Name Owner Type
City of Statesville Government - Municipal
Owner Affiliation
Robert Hites, Jr
Dates/Events
PO Box 1111
Statesville
NC 286871111
Orig Issue App Received
04/23/08 04/09/08
Regulated Activities
Draft Initiated
Scheduled
Issuance
Public Notice Issue
Effective
04/23/08 04/23/08
Reuestedleceive. E e t
School Additional information requested
Wastewater collection Additional information received
Outfall NULL
Expiration
Waterbody Name Stream Index Number Current Class Subbasin