WQ0033628_Regional Office Historical File Pre 2018

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Mr. David Saleeby, Interim Town Manager
Town of Troutman
PO Box 26
Troutman, NC 28166
Beverly Eaves Perdue, Govemor
Dee Freeman, Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
January 29, 2009
Subject: Permit No. WQ0033628
Cedar Lane Pump Station
Wastewater Collection System
Iredell County, North Carolina
Dear Mr. Saleeby,
In accordance with your application received on January 5, 2009, we are forwarding herewith
Permit No. WQ0033628, dated January 29, 2009, to the Town of Troutman for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional Engineer in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet www.ncmwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
No ` Carolina
tura!/y. .

r. Saleeby
age 2
January 29, 2009
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 47 linear feet of 6-inch force main, , a 200
gallon per minute pump station (with duplex pumps, on -site audible and visual high water alarms, and a
permanent generator w/ATS), and the discharge of 0 gallons per day of collected domestic wastewater
into the Town of Troutman and the City of Statesville existing sewerage system 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.
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of the City of Statesville. Statesville must utilize whatever
tracking tools necessary for planning additions of sewer flow in order to maintain compliance
with the WWTP permitted limits and WQCS00030 permit requirements.
Assessing subsequent impacts to the downstream collection system is the complete
responsibility of the Town of Troutman. Troutman must utilize whatever tracking tools
necessary for planning additions of sewer flow in order to maintain compliance with the
WQCS00258 permit requirements.
The sewage and wastewater collected by this system shall be treated in the City of Statesville
WWTP (Third Creek NPDES No. NC0020591) 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 150E 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,
�6' V
for Coleen H. Sullins
cc: MRO WQ - Wastewater Collection Files
Robert Hites, City of Statesville
Benjamin Thomas, West Consultants, PLLC
Surface Water Protection Central Files
PERCS

I
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.

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.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the Life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action,. including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Ariy 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.

I
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 11 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 29th day of January, 2009
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coieen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033628

I
Fast Track Engineering
Permit No. WQ0033628
January 29, 2009
Owner/WQCS
David Saleeby
Town of Troutman
PO Box 26
Troutman, NC 28166
Certification
WQCS/WWTP
Robert Hites, City Manager
City of Statesville
PO Box 1111
Statesville, NC 28687
PE
Benjamin B. Thomas
West Consultants, PLLC
405 S. Sterling Street
Morganton, NC 28655
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
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (0 periodically, ❑ weekly, ❑ full time) the construction of Cedar Ln Pump Station Upgrade,
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.

z
0
0
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner/Permittee:
la. Town of Troutman
Full Legal Name (company, municipality, HOA, utility, e
lb. David Saleeby, Town Manager
Signing Official Name and Title (Please review 15A NCAC 2T ,0106 (b) for authorized signing officials!
lc. The legal entity who will own this system is:
0 Individual 0 Federal Municipality 0 State/County 0 Private Partnership 0 Corporation 0 Othe
Application Number:
(to be completed by DWQ)
ld. P.O. Box 26
Mailing Address
1 f, NC
State
0
LL.
Z
1h. 704-528-7600
Telephone
704-528-7605
Facsimile
2. Project (Facility) Information:
2a. Cedar Ln Pump_Station Upgrade
Brief Project Name (permit will refer to this name
3. Contact Person:
1e. Troutman
City
1g, 28166
Zip Code
lj. manager .towno
E-m'ail
an.o
specify):
2b. Iredell _ m
County Where Project is Located
3a, Be[amin B, Thomas, P.E.
Name and Affiliation of Someone WhoCan Answer Questions About t Application his App ' on
3b. 828-433-5661
Phone Number
3c. bthomas@a west -cons
E-mail.._
Project is j New 0 Modification (of an existing permit) if 1Ltrsdification, Pe
2. Owner is ® Public (skip to Item 8(3))
2a, If private, applicant will be:
0 Retaining Ownership (Le. store, church, single office, etc
0 Leasing units (lots, townhomes, etc, - skip to Item B(3))
] Selling units (lots, townhomes. etc, - go to Item B(2b))
. City of Statesville
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4b, NC0420591
WWTF Permit No.
Unknown
Permit # of Downstream S
0 Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one)
or 0 Public Utility (instruction C)
0 Homeowner Assoc./Developer (Instruction D)
nts.corn
4a, Third Creek VV TP
Name of WW'iF
5a. Troutman
Owner Owner of townstr'earn Sewer Receiving Sewer Size
6. The origin of this wastewater is (check all that apply):
0 Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
0 School
0 Restaurant
Office
Gravity
Force Main
0 Retail (Stores, shopping centers)
Institution
0 Hospital
© Church
0 Nursing Home
Other (specify): Existing Flow Only
100 % Domestic/Commercia
% Industrial (attach
description)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
Volume of wastewater to be allocated or permitted for this particular project: N/A (no new flow) gallons per day
*Do not include future flows or previously permitted allocations
If 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)
I"TA12I07

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0
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1-
2
ee
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�9. Provide the wastewater flow calculations used
the value in Item B(7) AND/OR the design flow
in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
for line or pump station sizing if a reduced or zero flow is being requested in
2T .0114 (b) and (c) must be supported with actual water or wastewater use
(f).
Item B(7). Values other than that in 15A NCAC
data in accordance with 15A NCAC 2T .0114
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
6"
47
Force Main
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach
Pump Station Location ID Cedar Lane (self chosen
additional sheets as
- as shown on planslmap
Force Main Size
necessary)
for reference)
Force Main Length
47
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w/MTS
0.108
200 @ 93' 1 1 6"
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow
(MGD)
Operational Point Power Reliability Option
GPM @TDH 1 1 - permanent generator w!ATS;
2 - portable generator w/MTS.,
I
Force Main Size Force Main Length
on planslmap
for reference)
Force Main Length
Pump Station Location ID (self chosen - as shown
Design Flow
(MGD)
Operational Point',
GPM @TDH
Power Reliability Option
1 - permanent generator wIATS;
2 - portable generator w/MTS
Force Main Size
i
12. Will the wastewater flow
in the proposed sewer
number of 2"d treatment
contact the Central Office
lines or pump stations be able to be directed to another
facility
treatment facility?
Stations and Force
2T as
indicate why a
■ Yes CI No If Yes, permit
(RO — if "yes" to B,12 please
13. Does the sewer system
Mains (latest version), the
applicable?
PERCS Unit)
Design Criteria for the Fast Track Permitting of Pump
Design Criteria (latest version) and 15A NCAC Chapter
pertinent minimum design criteria or regulation and
TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
WITH YOUR APPLICATION
comply with the Minimum
Gravity Sewer Minimum
please reference the
is requested. SUBMIT
TO THE VARIANCE
►5 Yes ■ No If No,
variance
PERTINENT
FTAI2/07

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Welland/Stream Crossings - General Permit or 401 Certification? El Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No ® N/A
❑ Yes 0 No ® N/A
Stormwater?
15. 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: 0 and provide details
1. OwnerlPermittee's Certification: (Signature of Signing Official and Project Name)
1, David Saleeby attest that this application for CEDAR LN PUMP STATION UPGRADE 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
pe p to $25,00s ,. er Vole -on.
/0-2./-o8
Signing Official Signature Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
y TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
i, Benjamin B. Thomas , attest that this application for CEDAR LN PUMP STATION UPGRADE has been
reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and
all other supporting documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria
for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that 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 $10,000 as well as civil penalties up to $25,000 per violation.
2a. Benjamin B. Thomas, P.E.
Professional Engineer Name
`2b. West Consultants, PLLC
l Engineering Firm
2c. 405 S. Sterling Street
Mailing Address
,2d. Morganton
City
2e. NC 2f. 28655
State I Zip
-------------.-_--____ _ 2i bthomas@west-� _-.-._._—._._.-
2g. [phone] 2h. [phone] I consultants.com
Telephone Facsimile E-mail
496oviD ut38;.4
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NC PE Seal, Signature & Date
FTA 12107

SALE
0 100 400 50o eco 200 800 900 YARDS
0 1000 2E500 FEET
0 100 2fJQ 400 5(X') 000 700 800 METERS

pplIPPP-
FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant Name
TOWN OF TROUTMAN
Profea,
BENA
Mnal Engineer Name
N B. THOMAS, P.E.
Project Name _
CEDAR LANE PUMP STATION UPGRADE
Engineering Firm Name
WEST CONSULTANTS, PLLC
Location River Waterbody Stream Waterbody
yratio
ID Name of Waterbod1 Cooin,Basin Index No. 1asif _,
1 UT TO ROCKY CREEK IREDELL CATAWBA 11-84-(1) WS-IV
nd"ucate "unnamed tributary to X", where Xis the named waterbody to which the unnamed tributary jci
1 certify that as a Registered Professional Engineer in the State of
North Carolina that I have diligently followed the .Divisions 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: WSC'AS-121107

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Signing Official Signature
State 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 Troutman
Project Name for which flow is being requested: Cedar Ln Pump Station Upgrade
More than one FTSE-10/07 may Be required for a single project if the owner of the WWTP is not responsible for all
pwnp 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:
b. WWTP Facility Permit #:
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
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
(Firm/Design)
I-L Creek Station 0.455
Approx. Current Avg.
Daily Flow, MGD
0.I66
III. Certification Statement:
I, David Saleeby, 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 Iocal established policies and
procedures using the best available data. This certification applies to those items listed above in Sections I
and II for which I am the responsible party. Signature of this form indicates acceptance of this
flow. .
9—Dg
Date

Instructions for: Flow Tracking/Acceptance for Sewer Extension Permit
Applications (FTSE—10/07)
Section I
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP, MGD: This includes flows allocated to
other construction projects not yet contributing flow to the collection system. Flows allocated through
interlocal agreements or other contracts not yet contributing flow to the collection system are also
included. For POTWs that implement a pretreatment program, include flows allocated to industrial
users who may not be using all of their flow allocation. Please contact your Pretreatment Coordinator
for information on industrial flow tributary to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two
years and reconciled their flow records, to the best of their ability, so it is known how much flow has
been obligated and is not yet been made tributary to the WWTP, in accordance with local policies and
procedures employed by the reporting entity.
The obligated flow not yet tributary plus actual flow will be reconciled annually for systems at less
than 60% of permitted flow used. Annual updates shall be submitted to the appropriate Regional
Office by January 15 of each year and cover the previous calendar year.
Semi -Annual updates shall be required when the percent of permitted flow used reaches 60%. Semi-
annual time period are defined as January 1 through June 30 and July 1 through December 31. Semi-
annual updates shall be submitted to the appropriate Regional Office by July I5 and January 15 of
each year.
Quarterly updates shall be required when the percent of permitted flow used reaches 80%. Quarters
are defined as Qtrl (Jan -Feb -Mar); Qtr2 (Apr -May -Jun); Qtr3 (Jul -Aug -Sep); Qtr4 (Oct -Nov -Dec).
Quarterly updates shall be submitted to the appropriate Regional Office by April 15, July 15, October
15 and January 15 of each year.
e. WWTP facility's actual avg. flow, MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d + e + fj
h. Percent of permitted flow used: Equals [(g / c)* 1001

For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there
is 0.5 MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7
MGD.
The first Form FTSE-1 0/07 submitted after January 15, 2008 may have numbers like this:
c.=6.0 MGD
d.0.5 MGD
e. = 2.7 MGD
f.=0.015MGD
g. = 3.215MGD
h. = 53.6 %
The next Form FTSE-10/07 may be updated like this:
c. = 6.0 MGD
d. = 0.515 MGD
e. = 2.73 MGD
f. = 0.102 MGD
g. = 3.349 MGD
h. = 55.8%
Each subsequent Form FTSE-I0/07 will be updated in the same manner.
Section II
List the name, approximate pump station firm (design) capacity and approximate current average flow
(previous 12 months) through the pump station for each pump station that will be impacted by the
proposed sewer extension project. Include the proposed flow for this project and other flows that have
been approved for the pump station but are not yet tributary.
Firm (design) capacity is the design average daily flow of the pump station as calculated by the design
engineer or the station capacity with the Iargest pump out of service as per the Minimum Design Criteria
if the design capacity is unknown.
Section III
Form FTSE-10107 must be signed by the appropriate official as per 15A NCAC 02T .0106.

Subject:
From: David Saleeby <ds .lee yyto not routtrnar arg>
Date: Mon. 5 Jan 2009 14:14:34 -T0500 de .bro ader@ncm ,ne "' dee.brow
CC: Etenjie Thom est-eon
Dee, attached is the orm lc a elrenced below.
Thanks
David
Sent: Monday, December 22, 2008 2:42 PM
To: 'david saleeby'
Cc: Dee Browder'
Subject: Cedar Lane Pump Station Upgrade
David,
Dee Browder requested the attached form, in addition o the one submitted by Statesville. Please print it, sign, and send to me (or you can
e-mail to Dee at dee,browder�'a`ncniail,net or fax to her at 704-663-6040). This is to show that the I-L Creek Pump Station is the only one
between Cedar Lane PS and the WWTP and that it has the necessary capacity.
Thant you,
1 of 2 112842009 3:55 PM

Flow Trac.
Department o
Enviro
State of North Carolina
nt and Natural. Resources
Division of Water Quality
Acceptance for Sewer Extension. Permit Applications
(FTSE-10/07)
Project Applicant Name: Town of Troutman
Project Name for which flow :is being requested: Cedar Ln Pump Station Upgrade
More than one FTSE-10/07 may be requiredfor a single project if the owner of the WWTP is not responsible , or all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treattent plant.
a. WWTP Facility Name: Third Creek WWTP
b. WWTP Facility Permit #: NC0020591
c. WWTP facility's permitted flow
All flows are in MGD
4.0
d. Estimated obligated flow not yet tributary to the W 'TP .480
e. WWTP facility's actual avg. flow
f Total flow for this specific request
g. Total actual and obligated flows to the facility 1.981
h. Percent of permitted flow used
1.420
zero
49.53
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
III. Certification Statetnent:
4 , 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 above in Sections I and II for which I am the responsible party. Signature of this form indicates
accent ce of t1 wastewater flow.
Signing ©trivial Signature / Dare

• •,&ih'iR`
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
10 i b4A-4 F', 2008
Subject: Fast Track Appilicapon return n
Project Name: & ! '�-�'(�
�-� County, North Carolina
Dear Mr./f. . S
The Division of Water Quality, Mooresville Regional Office received your Fast Track sewer
application on 1bI4-beDuring an initial review of your application, your application was determined to
be incomplete. Therefore, your application is being returned. (Please include a copy of this letter with
your resubmittal). For a listing of the correct forms and instructions please visit:
http:l/h2o.enr.state.nc.us/peres/CollectionSystems/CollectionSvstemApplications.html.
Please complete/correct the following deficiencies:
❑ Application submitted on wrong or outdated forms. Form(s): _
❑ Application was submitted without a processing fee or with an incorrect processing fee.
Application did not contain a Flow Tracking Form (FTSE 10/07).
❑ Application did not contain the Developer's/Homeowner's Operational Agreement.
❑ Application did not contain the correct number of copies.
❑ Application failed to include project map.
❑ Application (line A. lb) was not signed by an authorized representative in accordance with 15A
NCAC 2T .0106(b). (see http://h2o.enr.state.nc.us/admin/rules/codes statutes.htm)
Following submission of a complete application, the Mooresville Regional Office will begin a
technical review of your application. If your application is technically deficient additional information may
be required or the package may be returned again.
Sincerely,
tht-N-f7.1 &kk
eo) Robert B. Krebs
Supervisor, Mooresville Regional Office
Enclosure: Fast Track Sewer Extension Application
cc: RO File
S:lshelldoc\Fast Track Return 3 08
610 East Center Ave. Suite 300 Mooresville, NC 28115 704-663-1699 (Telephone)

WEST CONSULTANTS, PLLC
Consulting Engineers and Surveyors
405 South Sterling Street
Morganton, North Carolina 28655
Phone [phone]t Fax [phone]
TO NCDENR - DWQ (Mooresville)
610 E. Center Avenue, Suite 301
Mooresville NC 28115
WE ARE SENDING YOU
Shop drawings
Copy of le
COPIES
Attached Under separate cover via
Plans
Other;
Prints
Change order
LETTER OF
TR.A.NSMITTAL
IER PHONE
At`TENTION
RE
Town of Troutman, NC - Cedar Lane Pump
Station Upgrade
Specifications
NUMBER I DESCRIPTION
the following items,
Samples
Application Fee {$480) From Town Of Troutman
2 Fast Track Application .
THESE ARE TRANSMITTED as checked bel
(REMARKS
X For your approval
Approved as submitted
For your use Approved as noted
As requested Returned for corrections
For review and comment Other
FOR BIDS DUE/DATE:
COPY TO SIGNED
If enclosures are not as noted. please notify us at once.
iiSE WITH 711C ENvE:Lo p. NEeS To P,i(.ordw; 1.800 225-63aO or wwwMeb5.eont
Resubmit
Submit
Return
D -Surfa
copies for approval
copies for distribution
corrected prints
PRINTS RETURNED AFTER LOAN TO US
PRODUCT 33127C
PRDITED kN US A. A

Central Files: APS^ SWP_
01/29/09
Permit Number WQ0033628 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
0
Facility
''Facility Name
Cedar Lane Pump Station Upgrade
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Iredell
Facility Contact Affiliation
Owner Name
Town of Troutman
Dates/Events
Orig Issue App Received Draft initiated
01/29/09 11/19/08
Regulated Activities
Wastewater collection
Outfall NULL
Waterbody Name
Scheduled
Issuance
Owner Type
Government - Municipal
Owner Affiliation
Elbert
PO BOX 26
Troutman
Public Notice Issue
01/29/09 01/29/09
Richardson
NC 281660026
Effective Expiration
�epuestedlR ceived Events
Additional information requested 12/08/08
Additional information received 01/05/09
Stream Index Number Current Class Subbasin