WQ0035876_Regional Office Historical File Pre 2018

Beverly Eaves Perdue
Governor
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Charles Wakild, F.E. Dee Freeman
Director Secretary
April 12, 2012
Mr, Steve Shealy, Interim Town Manager
Town of Troutman
Post Office Box 26
Troutman, NC 28166
Subject: Permit No, WQ0035876
Goodman Road CDBG Sanitary Sewer
Wastewater Collection System Extension
Iredell County, North Carolina
Dear Mr, Shealy:
In accordance with your complete application received on April 10, 2012, we are forwarding
herewith Permit No. WQ0035876, dated April 12, 2012, to 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 Permiftee.
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 August 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, andibr referral of the North Carolina -licensed Professional Engineer to the licensing board,
Mooresville Regional Office
Location' 610 East Center Avenue, Suite 301,
Phone: [phone] Fax [phone]
Internet: http://portal.ncdenr,orgiweb/wg
NC 28115
An Equal Opportunity \Affirmative Action Empioyer - 50% Recydedii 0% Post Consumer paper
One
N© -thCaroli a
aturally

Mr, Steve Shealy.
April 12, 2012
Page Two
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 1837 linear feet of 8-inch gravity sewer,
1729 linear feet of 4-inch force main, an 80 gpm @ 88 TDH pump station, and the discharge of 6,675
gallons per day of collected domestic wastewater into the Town of Troutman 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 August 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 City of Statesville's
Third Creek WWTP (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 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 Mr. Michael Parker at
[phone].
Electronic copies: Todd J. Poteet, P,E.
Cc:
Sincerely,
for Chuck Wakild, P.E.
Mooresville Regional Office, Collection System Permit File
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 August 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.
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.

4. This permit is not 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 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
August 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
2

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.
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 12th day of April, 2012,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMiSSION
fbr Chuck Wakild, RE, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0035876

Permit No. WQ0035876
April 12, 2012
Owner!WQCS
Steve Shealy, Interim Town Manager
Town of Troutman
Post Office Box 26
Statesville, NC 28166
PE
Todd J. Poteet, P.E.
West Consultants, PLLC
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
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, D full time) the construction of Goodman
Road CDBG Sanitary Sewer, a lredell 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
November 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.
4

NFORMATION
1J :fi THE TAB KEY " t 1 )VI= !'RtTVI
1. Owner/Permittee:
la. TOWN OF TROUTMAN
Full Legal Name (company, municipality HOA, utility, etc
1b. STEVE SHEALY, INTERIM TOWN MANAGER
Signing Official Name and Title (Please review 15A NCAC +� 2T
1 c-
1d.
Application Number:
(t© he completed key DWQi
authorized si
The legal entity who will own thus system is:
❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Cht(pecify):
PO BOX 26
Mailing Address
1 f. NC
State
lh fL7O) 528 76©0 (7041_5 -7605_
Telephone Facsimile
2 Project (Facility) Information:
J 2a. GOODMAN ROAD CDBG FOR SANITARY SEWER
CL Brief Project Name (permit will refer to this name)
CL a 3. Contact Person::
Q 3a, TODD J. POTEET, P.E.
Nance and Affiliation of Someone Who Can Answer Questions About this Application
lee TROUTMAN
City
lg. 28166
Zip Code
1j. sshealy@towntar
E mail
2b, IREDELL
County Where Project
0
LL
Z
3b. 1828) 433-5661
Phone Number
P_,org
ocated
p scnsultants.com �c. t oteet wet-o _._ _._.
E-mail
Project is New ❑ Modification (of an existing permit) If Modification, Permit No.:
2. Owner is Public (skip to Item B(3))
2a. If private, applicant will be:
El Private (go to Item 2(a))
❑ Retaining Ownership (i.e, store, church, single office, etc.) or
• 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 Faci
4a. Third CreekWW_TP
Name of WWTF
y
TROUTMAN_ 5b. El Gravity
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main
The origin of this wastewater is (check all that apply),
© Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
School
❑ Restaurant
❑ Office
2b. If sold,
cliches owned by a (must choose one
❑ Public Utility (Instruction C)
❑ Homeowner Assoc./Developer (In
F) Treating Wastewater From This Project
4b. NG0020591
WWTF Permit No.
Unknown
uction D)
Permit # of Downstream Sewer (Instruction E)
❑ Retail (Stores, shopping centers)
❑ Institution
❑ Hospital
❑ Church
❑ Nursing Home
❑ Other (specify):____
7. Volume of wastewater, to be allocated or j ertnitted' for this particular project.
*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 per
❑ Flow has already been allocated in Permit No,
• Rehabilitation or replacement of existing, sewer with no new fl
perrnit is required)
?Q0 Domestic/Commercial
9/© Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
%/� Other (specify):
6B75
gallons per day
d in subsequent permits that connect to this line
expected (see 15A NCAC 02T .0303 to determine if a
d7

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
2 BEDROOM DWELLING UNITS, 11 @ 240 GPD = 2640 GPD
3 BEDROOM DWEELING UNITS, 11 @ 360 GPD = 3960 GPD
1 BUSINESS, 3 EMPLOYEES na 25 GPD = 75 GPD
sum = 6675 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet) New Gravity or Additional
Force Main
8 1578 GRAVITY
8 259 GRAVITY
4 1729 FORCE MAIN
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
W
n Pump Station Location ID PS#1 (self chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option I
1— Operational Point
Z (MGD) GPM @TDH ' 1 - permanent generator w1ATS; Force Main Size Force Main Length
O 2 - portable generator w/MTS !
U
(C - I
=120)
Z 0.006675 89 GPM @ 88 FT 1 4 INCH 1729
0
FCt - Pump Station Location ID (self chosen - as shown on plans/map for reference)
E Design Flow
g Power Reliability Option
Et Operational Point
(MGD) GPM @TDH 1 - permanent generator w1ATS; Force Main Size Force Main Length
o 2 - portable generator w/MTS 1
z
H
2
Ce Pump Station Location ID (self chosen - as shown on plans/map for reference)
MI- - - O. Design Flow Power Reliability Option
MGD Operational Point
Cli { } GPM @TDH 1 - permanent generator wlATS; Force Main Size Force Main Length
2 - portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No If Yes, permit number of 2nd treatment facility
(RO — if "yes'. to 6,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
® 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
1' TA 12/07

. Have the following permits/certifications been submitted for approval for the system or project to be served?
prillir-
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes El No ® N/A
Sedimentation and Erosion Control Plan? Z Yes 0 No ❑ NIA
Stormwater? ❑ Yes ❑ No ® NIA
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
z
0.
'1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, STEVE SHEALY , attest that this application for GOODMAN ROAD CDBG FOR SANITARY SEWER
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as well as civil penalties up to $25,000 per violation.
•
1a.
Signing 0 icial Signature
-8--/z
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
Q2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
ILL
� t
W
U
i, TODD J. POTEET, attest that this application for GOODMAN ROAD CDBG FOR SANITARY SEWER
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 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. TODD J. POTEET, P.E.
Professional Engineer Name
2b. WEST CONSULTANTS, PLLC
Engineering Firm
'2c. 405 SOUTH STERLING STREET
Mailing Address
2d. MORGANTON
City
2g. [phone]
2h. [phone]
Telephone Facsimile
2e. NC 2f. 28655
State Zip
2i. [e-mail]
E-mail
o
°Q. SEAL {�=
•
2 C8
•
•
• �Z
e
1' 0 * -G• 114?- . �
'j°/Ji1]4`\
NC PE Seal, Signature & Date
FTA I2/07

PUMP
TATION
NO}. 1
�". KK,�',w•.�*'r ..�A# � gip;...
UT OF
HICKS CREEK
CLASSIFICATION:
WS-Iv
TOWN OF TROUTMAN
GOODMAN ROAD
CDBG FOR SANITARY SEWER IMPROVEMENTS
IREDELL COUNTY, NORTH CAROLINA
r
r 0 9
NTS,,

COS-TC 009
W A rEip State of North Carolina
PG 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: Goodman Road CDBG For Sanitary Sewer
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Third Creek Wastewater Treatment Plant
b. WWTP Facility Permit #: NCOO20591
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. TotaI 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
4.0
0.631
1.42
0.006675
2.057
51.425%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations Iocated between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
III. Certification Statement:
I, Robert W. Hites, Jr,, 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 wast w er flow. 1
Signing Official Signature J bate

FORM-WSCAS-l2/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant Name
Project Name
TOWN OF TROUTMAN
GOODMAN ROAD CDBG FOR SANITARY SEWER
Professional Engineer Name
Engineering Firm Name
TODD J. POTEET, P.E.
WEST CONSULTANTS, PLLC
Location
ID
Name of Waterbody'
County
River
Basin
Waterbody Stream
Index No.
Waterbody
Classification
PUMP
STATION
#1
UT OF HICKS CREEK
1REDELL
CATAWBA
11-83-(0.5)
WS-IV
If unnamed, Indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
1 certify that as a Registered Professional Engineer in the State of
North Carolina that 1 have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date
FORM: WSCAS-12/07
Page 1 of 1

OD AN ROAD
F+RCEM
PU
ATION
NO. 1
UT OF
HICKS CREEK
CLASSIFICATION:
ws-IV
TOWN OF TROUTMAN
GOODMAN ROAD
CDBG FOR SANITARY SEWER IMPROVEMENTS
IREDELL COUNTY, NORTH CAROLINA
JANUARY,2012
1108?s

FAST TRACK APPLICATION
PROJECT NARRATIVE
FOR:
TOWN OF TROUTMAN
GOODMAN ROAD
CDBG FOR SANITARY SEWER
February 23, 2012
The project will involve the installation of 8"gravity sewer, 4" force main and pump
station with access road. Gravity sewer and force main will be installed primarily along
Goodman Road (SR 1327) and also near an unnamed tributary to Hicks Creek. The
project waste water flow will be treated at the Third Creek WWTP in Statesville.

Central Files: APS SWP
Permit Number WQ0035876
Permit Tracking Slip
04/12/12
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
michaei.parker
Coastal SW Rule
Permitted Flow
6675
Facility
Facility Name
Goodman Road CDBG for Sanitary Sewer
Location Address
Owner
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Iredell
Facility Contact Affiliation
Owner Name Owner Type
Town of Troutman Government - Municipal
Owner Affiliation
Elbert H. Richardson
PO BOX 26
Troutman
Dates/Events
NC 281660026
Scheduled
Orlg Issue App Received Draft Initiated Issuance
Public Notice issue Effective
04/12/12 04/10/12 04/12/12 04/12/12
Regulated Activities Requested/Received Events
Wastewater collection Additional information requested
Additional information received
Outfall NULL
Expiration
Waterbody Name Stream Index Number Current Class Subbasin