WQ0031642_Regional Office Historical File Pre 2018

61-1s7r_
Michael F. Easley, Governor job_
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
April 25, 2007
Mr. David Saleeby, Town Manager
Town of Troutman
P.O. Box 26
Troutman, North Carolina 28166
Subject: Permit No. WQ0031642
Town of Troutman
Ligon Electric Supply
Wastewater Collection System Extension
Iredell County, North Carolina
Dear Mr. Saleeby:
In accordance with your application received on April 13, 2007, we are forwarding herewith
Permit No. WQ0031642, dated April 25, 2007, 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 fetter 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 Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone] / Fax: [phone] l Internet: http://h2o.enr,state.nc.us
An Equal Opportunity/Affirmative Action Employer — 50% Recycledll0% Post Consumer Paper
ornt NhCarolina
7Vaturallrj

David Saleeby
Page 2
April 25, 2007
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is.hereby
granted to the Town of Troutman for the construction and operation of approximately 609 linear feet of
8-inch gravity sewer to serve 10 employees as part of the Ligon Electric Supply project; and the
discharge of 250 gallons per day of collected domestic wastewater into the Town of Troutman's existing
sewerage system, pursuant to the application received April 13, 2007, and in conformity with 15A
NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a part of this
permit.
The sewage and wastewater collected by this system shall be treated in the Town of
Mooresville Rocky River WVVTP (NPDES No. NC0046728) prior to being discharged into the receiving
stream.
This permit shall become voidable unless the agreement between the Town of Troutman and
the Town of Mooresville for the collection and final treatment of wastewater is in full force and effect.
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 Sonja Basinger at
[phone].
for Alan W. Klimek, P.E.
cc: Mooresville Regional Office, Surface Water Protection (Fast Track Sewer Ext Files)
Channin Bennett, P.E., Allied Design, Inc.
Surface Water Protection Central Files
PERCS 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 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 (Le.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period 'of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
1

4, This permit shall not be transferable. in the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 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 §1437
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
2

Voice mail messages or faxed information is permissible, but shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported
to the Division of Emergency Management at telephone number [phone] or (919) 733-
3300. Persons reporting any of the above occurrences shall file a spill report by completing Part 1
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.
12. Gravity sewers installed greater than ten percent below the minimum required . slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified
until corrected. If there is a unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting
documentation. This shall be done through a permit modification with fee. Such variance requests
will be evaluated on a case by case basis. Resolution of such request shall be evident prior to
completing and submitting the construction certification.
Permit issued this the 25th day of April, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0031642
3

Fast Track Engineering Certification
Permit No. WQ0031642
April 25, 2007
David Saleeby, Town Manager
Town of Troutman
P.O. Box 26
Troutman, NC 28166
Channin Bennett, P.E.
Allied Design, Inc.
4727 Kester Mill Rd.
Winston-Salem, NC 27103
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.
ENGINEERS CERTIFICATION
El 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 the Ligon Electric Supply,
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, NORTH CAROLINA 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.

-TRACK APFLICATJON for GRAVITY SE
RS, PUMP STATIONS, AND FORCE MAINS
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ)
Owner:
Town of Troutman
Full Legal Name (company, municipality, HOA, u
David A. Saleeby Town Manager
Signing Official Name and Title (Please review 15A NCAC 2H ,ti206(b) for authorized signing officials!)
The legal entity who will own this system is:
Individual ❑ Federal I Municipality ©w
d. Town of Troutman P,O. Box 26
Mailing Address
NC
State
.............
h. 704-528-760
Telephone
2. Project (Facility) Information:
Ligon Electric Supply
Brief Project Name (pe
Person:
Mr.. Arnold Moore
PAGE,
ounty ❑ Private Partnership ❑ Corporation ❑ Other (specify):
Troutman
City
1,g. 28166
Facsimile
Zip Code
E-mail
...................... ... .
2b. Iredell County
County Where Project
ill refer to this name
Name and Affiliation of Someone Who Can Answ
[phone]
Phone Number
3c,
Application
E-mail
Project is New ® Modification (of an existing permit) If Modification, Permit No,:
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
private, applicant will be:
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))
Town of Mooresville
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
44a Rocky River Waste Water Treatment. Plant 4b NC 00,16728
Name of WWTF WWTF Permit No,
Town of Troutman 5b 8" f Gravity 5c. Town of Troutman Coll, System fV`QCS00258
(if known
2b.. If sold, facilities owned by a (must choose one)
❑ Public Utility (Instruction III)
❑ Homeowner Assoc./Developer (Instruction IV)
Owner of Downstream Sewer Receiving Sewer Size 10 Force Main Permit Number of Downstream
The origin of this wastewater is (check all that apply):
❑ Residential Subdivision
Ej Apartments/Condominiums
❑ Mobile Home Park
0 School
El Restaurant
❑ Office
0 Car Wash
Institution
❑ Hospital
❑ Church
❑ Nursing Home
® Other (specify): Commercial
Volume of wastewater to be allocated for this particular project: 250 gallons per day
*Do not include previously permitted allocations
100 % Domestic/Commercial
% Industrial
Other (specify):
If the permitted flow is zero, indicate why:
❑ Interceptor Line - 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
FTA 02/03 - Rev. 3 04/05

T-TRACK 'PLIE' ,TIDY for GRAVITY SEWERS, PP STATIONS, AND FORCE MAINS
PAGE 4
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H ,0219(l)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
10 employees (maximum per shift) ` 25 gallons / employee = 250 gallons per day
of Sewer Lines to be Permitted (attach additional sheets if necessary)
Length (feet)
609 feet
ENTER TOTAL. LINE LENGTH IN MILES 0
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
self chosen - as shown on Design Flo
plans for cross-reference) : (MGD)
Operational Point
GPM @ TDH
Gravity or Force Main
use the pull down menu
Gravity
Power Reliability Option
(1- dual line feed; 2- permanent generator w/ATS; 3-
portable generator wltelemetry; 4-wet well storage)
Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Forc
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H ,0200 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
Have the foil©wing permits/certifications been submitted for approve
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No N/A
E Yes ❑ No ❑ N/A
❑ Yes ❑ No N/A
Sedimentation and Erosion Control P
Stormwater?
an?
Does this project Involve aerial lines or siphons? Check if yes: ❑
lines will be considered high priority and must tie checked once every six months
Does this project have gravity sewer lines designed at minimum slopes
Be aware that the Division will not accept installed lines more than 10% halter than the minimum slo
corrected prior to submitting the final engineering certification_
Lines installed outside this tolerance should be
F`I"A 02/0 - Rev. 3 04/05

T-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 5
C. STREAM , CLASSIFICATION
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
is not needed because all parts of the project are at least 100 feet away from any down slope
• A Stream Classification
waterbody; AND,
■ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on
map for cross-reference)
Name of
Waterbody
County
River Basin
•
Waterbody Stream € Waterbody
index i Classification
A
Weathers Creek
Iredell Co.
Yadkin ;
12-108-21-3-1
Class C
r
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
D. CERTIFICATIONS
1. Applicant's Certification:
1, David A. Saleeby, attest that this application for Ligon Electric Supply 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
yr
1 a. - al' 2 -/ y - c
Signing Official Signature Date
2. Professional Engineer's Certification:
I attest that this application for Ligon Electric Supply has been reviewed by me and is accurate, complete and consistent
with the information in the engineering plans, calculations, and ail 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 certain portions of this submittal package may
have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I have
reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with NC
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. S
2a. Channin H. Bennett
•
`ttss�.{4`"r:,, I
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N.
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4 "�1`^` y
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4
7
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rFjaa:,a:'-
Seal, Signature 8, Date
Professional Engineer Name
2b. Allied Design Inc.
Engineering Firm
2c. 4727 Kester Mill Road
Mailing Address
2d. Winston-Salem 12e. NC 2f. 27103
City
State Zip
2g. 336-765-2377 2h. 336-760-8886 12i. [e-mail]
Telephone Facsimile 1 E-mail
FTA 02/03 - Rev. 3 04/05

April 9, 2007
Ms. Allison B. Kraft. PE
Civil Engineer
Town of Mooresville
P10! Box 878
Mooresville, NC 28145"
•
Dear Allison
•
TOWN OF TROUTMAN
400 NORTH EASTWAY DRIVE
POST OFFICE BOX 26
TROUTMAN, NC 28166
PHONE: [phone]
FAX: [phone]
www.Iownoftroutman.org
. , .
Ligon' Electric has requested a flow acceptance letter from the Town of Troutman fok250
•
gallops,per day (gpd) ofDomestic / Conimercial wasteWater.
•• -3, :
- •
, .
.,-Per our Agreement for Wastewater Treatment and Disposal Services, we have allificaled,
500;000`gpd of capacity in the -_Town of Mooresville's collection and treatment system_
•,.:-.
..,
,:...- To da,te, we have requested and 'received flow acceptance lettergfor 48;000 gill frain''. ,
..„-.: Mooresville. BaSedon theabove referenced project, we estimate that. we have a ..1q if
remaining capacity of 47, 750'gpd before We must request an additional:flow acceptance
letter. . • .1' :,,
•,, .
:,....
--;i-.-
We are reqUesting.a letter of concurrence for theabove referenced flow acceptance letter,
V ..._: at yptix' 'earliest cOnVenience. Upon receipt; we will forwarcia copy to Ligon Elect-116:f*
,",:•..,:
submission to NC DE141`i. Division of Water Quality as part of the standard permit
application
• 1; , .
:,..
:•-!.;. ::Sin6erely, -i
',i.,.:: •:•:,
er•-r/ .t'' .
•,
•••
David A Saleeby
,Town Manager

I
TOWN'CFn
M.RESLLE
PLANNING fit
ENGINEERING
EPARIM
April 11.., 2007
Mr; David Saleeby
Interim Town Manager
Town cif Troutman'
400 North Eastway Drive
Troutman, North Carolina;.2816a.
RE: Ligon Electric
Dear David
Alliar :. Eft,
Engineer
Town of Mowre viile
P. O. Box 878
MooreSville,: NC 28115
Phone T44.799;4066
Fax [phone]
The'Town of Troutman has requested and received flow acceptance letters from the Town
of Mooresville totaling 48,000 `gpd To date, the Tories of"Troutman has issued flow
acceptance letters totaling 250 gpd, including the above , referenced project. As the
receiving system for this flow, the Town of Mooresvilleeconcurs with issuance of a flow
acceptance letter to Ligon Electric for 250 gpd, There : is 47,750 gpd, of allocated flo
remaining until the Town OfTroutman er must requesfan addiiio al flow acceptance letter.
Sincerely,
Allison B, Kraft. PE

I
Permit Number WQ0031642
Central Files: APS SWP
04/25/07
Permit Tracking Slip
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sonja.basinger
Permitted Flow
250
Facility
Status
In review
Version
A
Project Type
New Project
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Ligon Electric Supply
Location Address
Owner
Major/Minor
Minor
Region
Mooresville
County
i redell
Facility Contact Affiliation
Owner Name
Town of Troutman
Dates/Events
Owner Type
Government - Municipal
Owner Affiliation
Elbert Richardson
PO BOX 26
Troutman NC 281660026
Orig Issue App Received Draft Initiated
04/13/07
Regulated Activities
Commercial or industrial, other
Wastewater collection
Outfall NULL
Scheduled
Issuance
Public Notice Issue Effective
C-24/2, /CP
Requested/Received Events
Additional information requested
Additional information received
Expiration
Waterbody Name Stream Index Number Current Class Subbasin

Allied Design, Inc. LETTER OF TRANSMITTAL
CIVIL ENGINEERING•:•LAND SURVEYING
To: NCDENR - DWQ
Mooresville Regional Office
610 E. Center Avenue Suite 301
Mooresville, NC 28115
Fax: [phone]
DELIVERED: ❑ Hand Delivered
❑ U. S. Mail
Date: April 12, 2007 Proj. No.: MAG 009
Project: Ligon Electric Supply - Troutman
Subject: Sanitary Sewer Extension Permit Application
Please find enclosed the following:
EShop Drawings ['Specifications ['Plans ® Other
COPIES DATE NO. DESCRIPTION
1 orig. 3/12/07 1 DWQ Fast Track Application
1 copy 3/12/07 2 DWQ Fast Track Application
1 3 Review Fee check - $400
�c
tVED
APR 1 3 2007
NC DEPT. OFIIIENt •\
AND NATURAL RESOURCES
MOORESVI LE REGIONAL OFFHCE
These items are provided:
®For Approval ElAs Requested ['Reviewed Submittal(s)
EFor Your Use For Review and Comment ❑Other
REMARKS:
SIGNED:
cc: File
Channin H. Bennett, P.E.
4720 KESTER MILL ROAD WINSTON-SALEM, NORTH CAROLINA 27103
Phone: [phone] •:• Fax: [phone]