WQ0035169_Regional Office Historical File Pre 2018

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Mr, David Saleeby, Mananger
Town of Troutman
400 North Eastway Drive
Troutman, NC 28168
Subject: Permit No. WQ9635169
Lytton Street Improvements
Wastewater Collection System Extension
Iredell County, North Carolina
Dear Mr, Saleeby,
In accordance with your appPlicat'icn.received on December 30, 2010, we are forwarding
herewith Permit No. W00035169 dated January 6, 2011, 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the date of issuance until rescinded and shall be subject to the conditions and limitations as specified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 particularattention 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.
Pernitting 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.
Regional Office
6'10 East Center Ave., Surte 3fa1 Jiccre
04) 6633--1699 l Fax': (704) 663-6r040 " C
Int.prnpt. rrm.,�:dh nrn
NC 28115
der ce: 1- 8'7 -62 6.

Mr Sat e.py
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 1,311 Linear feet of 8-inch gravity sewer and the discharge
of 7,920 gailcns per dayyf domestic wastewater into the Town of Troutman and the Town of Mooresville
existing sewerage systems in conformity with 15A NCAC 2T; the Division's Gravity Sewer Prlinimum
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 v"A TF (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 Troutman. Troutman 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 WQCS00258.
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 the collection system permit WQCS00030.
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 2.7699-6714. 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,
Coleen H. Sullins
Mooresville Regional Office, Collection System Permit Files
Surface Water Protection Central Files

•
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 27
.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 feast 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.

This permit shall not be transferable. In the event there is 3 .desire for the wastewater ccilecticn
facilities to change ownership, cr There is a name change of the Permittee a formal cernit rest. est
shall be submitted to the Division accompanied by 'documentation from the parties involved, and
other supporting materials as may be appropr;ate. The approval cf this request shall be
considered on its merits and may or may not be approved.
Construction of the gravity sewers. curnp stations and force mains shall be scheduled so a
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
Per 15A NCAC 2T .0116, upon completion of constructicn and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to thispermit 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 Perrnittee for the 1'i fe
of the wastewater collection 'facilities.
5. 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 tine
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 cr replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and ash
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 28 .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
2.4 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a Any process snit 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 ar sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion influent to such station or facility.

Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part 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 6th day of January, 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coieen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit NumberWQ003M169

Fast Track Engineering Certification
Permit No. WQ4035169
January 6, 2011
OwnerlWQCS WQCS/ WVTP
David Saleeby Robert Hites, City Manager
Town of Troutman City of Statesville
PO Box 26 PO Box 1 1 11
Troutman, NC 28166 Statesville, NC 28687
PE
Todd Pcteet
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 (❑ periodically, ❑ weekly, ❑ full time) the construction of Lytton Street Improvements, 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 ail 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.

State of North Carolina
Department of Environment and Natural Resources
RECEIVED
OW'S ON OF WATER DUALITY Division of Water Quality
FAST -TRACK APPLICATION
utA, 2010
(FIFA 12/07 )
for GRivoitA ,s41+1 MP STATIONS, AND FORCE MAINS
(Pressure 8.: '‘gq ONKINF Ile included te.: part of this application package)
INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by
checking the space provided next to each applicable item, Failure to submit all required items will lead to your application
being returned as incomplete. Forms are available from the web site or by calling the Regional Office serving your county:
http://h2o.enrstate.nous/percs/Collection%20Systerns/CollectionSystemApplicationshtml
A. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. The application should include a project narrative describing the final build -out design (i.e. system and/or
pump station to ultimately serve 500 homes, but flow for only 100 homes being requested now). For modifications,
clearly explain the reason for the modification (i.e. adding another phase, changing line size/length, etc.). Only
include the modified information in this permit application - do not duplicate project information that has already
been included in the original permit.
Any changes to this form will result in the application being returned The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not
need to submit detailed lans and s ecifications unless ygy rsjoIternJ13
Separate applications should be made for non-contiguous sewer systems.
Application Fee - Submit a check in the amount of $480 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
El C. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension, If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2)a of this application,
r] D. Operational Agreements — Submit one original and two copies of a properly executed operational agreement, as
per 15A NCAC 02T .0115, if the ,application is submitted by a private applicant and will be serving residential or
commercial lots (e.g., houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity, If
the applicant is a home or property owner's association, use Form HOA 02/03. if the applicant is a developer,
use Form DEV 02/03. EVEN IF THE PROJECT MAY BE TURNED OVER TO A MUNICIPALITY UPON
COMPLETION, FORM DEV 02/03 IS REQUIRED.
E. Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance — FORM FTSE 10/07 (Flow
Tracking/Acceptance for Sewer Extension Permit Applications) is required with every application The applicant
(and owners of downstream sewers, pump stations and/or treatment facilities submitting FORM FTSE-10/07)
certifies that the addition of the volume of wastewater to be permitted in this project has been evaluated along the
route to the receiving treatment plant, and that the flow from this project will not cause capacity related sanitary
sewer overflows or overburden any downstream pump station en route to the receiving wastewater treatment
plant. Where the applicant is not the owner of the downstream sewer, submit two copies of FORM FTSE 10/07
from the owner of the downstream sewer and owner of the WWTF, if different. The flow acceptance indicated in
FORM FTSE-10/07 must not expire prior to permit issuance and must be dated less than one year prior to the
application date. Submittal of this application and FORM FTSE-10/07 indicates that owner has adequate
capacity and will not violate G.S. 143-215.67(a). Intergovernmental agreements or other contracts will not be
accepted in lieu of project -specific FTSE 10/07,
F Map — Submit an 8,5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to identify the
entire project area and the closest surface waters. Each map or maps must show the location of the sewer line
and pump stations and be of reproducible quality Include a street level map showing the downstream connection
point, and the permit number for the downstream sewer, if known,
FEN12107

G. Stream Classifications — Watershed Classification Attachment (Form WSCAS-12107) If any portion of the
sewer system project is within 100 feet of any surface water or wetlands, the Watershed Classification Attachment
may need to be completed, A variance must be requested for encroachment within required setbacks or buffers
pursuant to 2T .0305 (f) and be indicated in Item B-13 with supporting documentation/justification provided,
LI H Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application cannot be used. Send the project application on the most current version of Form
PSFMGSA to the Design Management Unit, 1633 Mail Service Center, Raleigh. NC 27699-1633, Applications
cannot be accepted until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS)
has been issued, A copy is to be submitted with that permit application.
Ell I. Flow Direction — Many wastewater treatment systems are entering into agreements for regionalization efforts
and emergency treatment capacity. Parts of the system are installed so that the wastewater flow can be directed
to more than one treatment facility. If this is the case with this project, please indicate in B(12) and give the permit
number of the second treatment facility
J.
Certifications — Section C
The application must be certified by both the applicant and the design engineer who is a North Carolina
Registered Professional Engineer (PE), The applicant signature must match the signing official listed in Item
A(1b). The PE should NOT certify the application if he/she is unfamiliar with 15A NCAC Chapter 2T, the Gravity
Sewer Minimum Design Criteria (most recent version) and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (most recent version), as applicable to the project,
THE COMPLETED FTA 12/07 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
DOCUMENTS AND $480 FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
Asheville Regional Office
Fayetteville Regional Office
Mooresville Regional Office
Raleigh Regional Office
Washington Regional Office
ington Regional Office
inston-Salem Re
nal 0
ADDRESS
2090 US Highway 70
Swa,nnanoa, North Carolina 28778
[phone]
[phone] Fax
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5094
[phone]
[phone] Fax
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
e
585 Waughtown Street
Winston-Salem, North Carolina 27107
[phone]
, [phone] Fax
1
COUNTIES SERVED
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore. Robeson, Richmond,
Sampson, Scotland
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Beaufort, Bertie, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow. Pender
Alamance, Allegheny, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
For more information, please visit our web site at: http://www.nccql.net/Enqineerin Sewer%20Permits.htrnl
or contact the Regional Office serving your county.
FTA12/07

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner/Permiittee:
la. Town of Troutman
Full Legal Name (company, municipality, HOA, utility etc.
1b. David Saleeby, Town Manager _
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
Application Number:
(to be completed by DWQ)
lc. The legal entity who will own this system is;.
Individual ❑ Federal i Municipality ❑ State/County ❑ Private Partnership ❑ Corpor
0 ld. P.O. Box 26
LL Mailing Address
z
2
4a. Third r
Name o
if. NC
State
1 h. 704-528-7600 1 i. 704-528-7605
Telephone Facsimile
2. Project (Facility) Information:
2a, Lytton Street improvements
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. Todd J. Poteet, P.E.
Troutman
City
lg. 28166
E-
ai
2b. Iredell
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 828-433-5661
Phone Number
3ctpoteet [e-mail]
E-mail
1. Project is ® New ❑ Modification (cif an existing permit) if Modification, Permit No,:
2. Owner is Z Public (skip to Item B(3))
2a, If private, applicant will be.
• Retaining Ownership (i.e. store, church, single office, etc ) or
Ej Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
to Item 2(a))
2b. If sold, facilities owned by a
Public Utility (Instruction C)
❑ Homeowner Assoc./Developer (Instruction Q)
3, Cit + of Statesville
Owner of Wastewater Treatment Facility (Wi'VTF) Treating Wastewater
water From This Project
4b NC0020591V
5a. Troutman _ 5b. 8 ;El Gravity
Owner of Downstream sewer Receiving Sewer Size ;❑ Force Main
ta, The origin of this wastewater is (check all that apply):
® Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
School
❑ Restaurant
❑ Office
WW rF Permit No.
5c, Unknown
Permit # of Downstream Sewer (Instruction E
El Retail (Stores, shopping centers)
Clj Institution
El Hospital
❑ Church
El Nursing Home
Other (specify):
100 % Domestic/Commercial
°/a Industrial (attach
description)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project: 7920 gallons per day
*Do not include future flows or previously permitted allocations'
8. If the permitted flow is zero, indicate why:
• Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ 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)
FTA l 2/07

W
m
Z
z
0
0
a
E
et
0
U.
Z
EPump
W
d
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
for line or pump station sizing if a reduced or
2T .0114 (b) and (c) must be supported with
(f).
each at 120 GPD = 7,920 gallons per day
with 15A
zero flow
actual water
NCAC 2T .0114 for
is being requested in
or wastewater use
Item B(7). Values other than that in 15A NCAC
data in accordance with 15A NCAC 2T .0114
22 residential homes: assumed 3 bedrooms
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
a" — — - -
Length (feet)
- - 1311- - - -
New Gravity or Additional
Force Main
- - Gravity - -
11. Summary of Pump Stations wl associated
Force Mains to be Permitted (attach
sheets as
additional
necessary)
Pump Station Location ID (self chosen - as shown on planslmap for reference)
Design Flow ! Operational Point Power Reliability Option
(MGD) 1 GPM @TDH 1 - permanent generator w(ATS; r Force Main Size
2 - portable generator wIMTS
Force Main Length
for reference)
- --- -- - -- -- -
Pump Station Location ID (self chosen - as shown on planslmap
I
Design Flow Power Reliability Option
Operational Point!
(MGD) GPM @TDH 1 - permanent generator w/ATS;
1 ! 2 - portable generator w/MTS
Force Main Size
Force Main Length
.
_
Station Location ID (self chosen - as shown on planslmap for reference)
i I,
Design Flow Operational Point'Power Reliability Option
(MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size
j 2- portable generator w/MTS 1
Force Main Length
12. Will the wastewater flow in the proposed sewer
lines or pump stations be able to be directed to another
facility
treatment facility?
■ Yes ® No If Yes, permit number of 2nd treatment
.(RO - if "yes" to B,12 please contact the Central
Office PERCS Unit)
13. Does the sewer system comply with the Minimum
Mains (latest version), the Gravity Sewer Minimum
applicable?
Design Criteria for the Fast Track Permitting of Pump Stations and Force
Design Criteria (latest version) and 15A NCAC Chapter 2T as
pertinent minimum design criteria or regulation and indicate why a
TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
WITH YOUR APPLICATION
0 Yes ■ No If No, please reference the
variance is requested. SUBMIT
PERTINENT TO THE VARIANCE
FTA 12107

14 .Have the following permits/certifications been submitted for approval for the system or project to be served?
0
Wetland/Stream Crossings - General Permit or 401Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
Yes []No
Z Yes EiNo
E] Yes [1] N o
N/A
ED N/A
Fj N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve erial lines, siphons, or interference
manholes)? No
Check if Yes: El and provide details
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, David Saleebv attest that this application for Lytton Street Improvements has been reviewed by me and is
accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not
completed and that if all required supporting documentation and attachments are not included, this application package
is subject to being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A 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 violatior
la,
Signing Official Signatu
/
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL 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 Engineers Certification: (Signature of Design Engineer and Project Name)
1, Todd J. Poteet , attest that this application for Lytton Street Improvements has been reviewed by me and is
accurate, completecornplete 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 l have reviewed this material and have judged it to be consistent with the proposed design,
Note: In accordance with NC General Statutes 143-215.6A and 143-215,68, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a
fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation,
2a. Todd J. Poteet, P.E.
Professional Engineer Name
2b. West Consultants, PLLC
Engineering Firm
2e. 405S. Sterling Street
Mailing Address
2d. Morganton 2e. NC 2f. 28655
City State Zip
2g. [phone] 2h. [phone] 2i. tpoteete‘Lvest-consultants.com
Telephone Facsimile
SEAL
2yiK43
\\\\
fj 1110
E-mail NC PE Seal, Signature & Date
FiAI2107

Department of Environm
Flow TracicinglAce
State of North Carolina
nt and Natural Resources
Division of Water Quality
ance for Sewer Extension. Permit Applications
(FTS E - 10/07 )
Project Applicant Name.utman _ ..
Project Name for which flow is being requested: Lvttton. Street Inrovefetats
More than one FTSE-10/07 may be fc r ra sera le arty
pump Stations along the route of the proposed wastewater flow.
-he owner Ufthe dfilf TP is not responsible for all
1.. Complete this section only if you are the owner of the wastewater treatntent
a. WWTP Facility .Nance:
b. WWTP Facility Permit
c. WWTP facility's permitted flow
d. 1 sti.rnated obligated flow not yet tributary to the WWTP
e. WW"IP facility's actual avg. flow
f. Total flow for this specific request.
g. Total actual and obligated flows to the 'a-
ll. Percent of permitted flow used
All flows are in Mt
II. Complete this section for each pump station you are responsible for along the route of th
proposed wastewater 11ow.
I ist pump stations located between the project conne tion point and the WWTP
Pump Station Name
Approx. Capacity, MGD Approx. Current Avg.
(Firm./.Design)
0.345
Daily Flow, MGD
093
III. Certification Statement:
1, vx '' .if LE 9 certify that, to the best ofniy knowledge, the addition of the
volume of wastewater to be permitte l izt 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 N vith local
established policies and procedures using the best available data, This certification applies to those items
listed above in Sections I and 11 for which 1 am the responsible party. Signature of this form indicates
it
Dal e

COS-TC 008
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 Appl icatn Name: Town t ' Troutnt rt ,
Project Name for which flow is being requested:
Afore than one F7 5"E 10/07 may be required for a single project
pwnp stations along the route of the proposed wastewa:erm/Towe
h
provenaents
SSifS:7P is not responsible for all
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Third Creek Wastewater Treatment Plant
b. WWTP Facility Permit #: NCOO20591
c. WWTP facility's perrrtitted 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 ftD
4,0
.623
1.42
2.05092
51.275%
I. 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
I. Certification Statement:.
I Robert W. Hite , it , 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 acceptance of
this wastewater flow,
Signing (View! Signature
Date

2t992 Pacrrr�nevw.delaxr�ro-e.cccen.-1'TsQa11eae crQY
Scale; 1 : 16,000 Map tat ar0;,t°, #1 n tit Dec

WEST CONSULTANTS, PLLC
Consulting Engineers and Surveyors
405 South Sterling Street
Morganton, North Carolina 28655
Phone [phone] Fax [phone]
TO NCDENR.- DWQ (Mooresville)
610 E. Center Avenue RECEIVED
Mooresville NC 28115 ''IVISION OF VA TER QUALITY
0 10
SWF"' 0000
.00RESVRIE REGIONAL OEPICE
WE ARE SENDING YOU X Attached Under 'separate cover via
Shop drawings
Copy of letter
COPIES DATE
2
12/10/10
Prints
Change ardor
LETTER OF
TRANSMITTAL
NUMBER/PHONE DATE
07056 12/29/2010
ATTENMN
Town of Troutman, NC - Lytton Street Improvements
Plans Specifications
Other
DESCRIPTION
the following items,
Samples
Fast -Track Application For Gravity Sewers, Pump Stations, & Force Mains
W/Attachments (I Original And 1 Copy)
12453 Plan Review Fee ($400) Paid By Town Of Troutman
THESE ARE TRANSMITTED as checked below:
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 DUEIDATE:
REMARKS
COPY TO SIGNED
If enclosures are not as noted, please notify us at once.
USE Wart 1ZIC, ErMLOPE Dduxe For Busmess 1 - 800-225-61P,0 or www,nebs.(;om
Resubmit copies for approval
Submit copies or distribution
Return corrected prthts
PRINTS RETURNED AFTER LOAN TO US
PRODUCflaTVG
PANTED (i A. A

Permit Number W00036169
Central Files: APS__ SWP_
01/06/11
Permit Tracking Slip •
Program Category
Non -discharge
Permit Type Fast Trac:<.
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
dee.browder
Coastal SW Rule
Permitted Flow
7920
Facility
Facility Name
Lytton Street Improvements
Location Address
Owner
Owner Name
Town of Troutman
Dates/Events
Orig Issue
01/05/11
App Received
12/30/10
Regulated Activities
Subdivision
Wastewater collection
Draft Initiated
Scheduled
Issuance
Status
Active
Project Type
New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Major/Minor
Minor
Region
Mooresville
County
- Iredell
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Elbert H. Richardson
PO BOX 26
. Troutman
Public Notice Issue
01/05/11 01/05/11
NC
Effective
Re • uested/Received Events
Additional information requested
Additional information received
281660026
Expiration
Outfail NIULL
Waterhody Name
Stream Index Number Current Class Subbasin