WQ0038496_Regional Office Historical File 2016 to 2017

PAT MCCRORY
Y Go vet-no r 1 L MIM
7
DONALD R. VAN DER VAART
�, Serrelary
S. JAY ZIMMERMAN
esources
ENTAL QUALITY Director
May 31, 2016
Anna Payne,Town Manager
Town of Murphy -
P.O. Box 130
Murphy, NC, 28906
Subject: Permit No. WQ0038496
Town of Murphy
US 64 Sanitary Sewer Extension
Wastewater Collection System Extension Permit
Cherokee County
Dear Ms. Payne:
In accordance with your application received May 19, 2016, we are forwarding herewith Permit No.
WQ0038496 dated May 31, 2016, to the Town of Murphy (Permittee) for the construction and
operation upon certification 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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 the following conditions contained within this permit:
Condition IIA: This permit shall not be automatically transferable; a request must be made and
approved.
Condition IIA: 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.
It shall be responsibility of the Permittee 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.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150E of North Carolina
General Statutes,and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made,this permit shall be final and binding.
State of North Carolina/Environmental Quality/Water Resources
2090 U.S.Hwy.70,Swannanoa,N.C. 28778.
828-2964500

SUPPLEMENT TO PERMIT COVER SHEET
Town of Murphy is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. 7.
The sewage and wastewater collected by this system shall be treated in the Town of Murphy
Wastewater Treatment Facility in accordance with Permit Number NC0020940.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; 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.
Construction and operation is contingent upon compliance with the Standard Conditions identified
below.
I. STANDARD CONDITIONS
1. , This permit shall note 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. [15A NCAC 02T.0104;G.S 143-215.1(d3)]
2. 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'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 materials unless specifically mentioned herein. [15A NCAC 02T.0110]
3. This permit shall be effective only with.respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T.0110]
4. 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: [15A NCAC 02T.0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or
surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
Page 4 of 8

operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been 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-months and inspections
are documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. 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.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems,the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease-related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map,which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours,
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 SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume,that reaches surface water
Voice mail messages or faxed information is permissible, but this 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)
Page 5 of 8

733-3300. Persons reporting any of the above occurrences shall file a spill report by comp
submitting Part I of Form CS-SSO (or the most current Division approved form) within fiv
following first knowledge of the occurrence. This report must outline the actions taken or propo
to be taken 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. [G.S. 143-
215.1C(a1)]
6. 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. [15A NCAC 02T.0108(b)]
7. 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. 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.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted with
the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations'storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes,shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings,on the certification
in the space provided,or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria. Requested
Page 6 of 8

cations or variances to the Minimum Design Criteria will be reviewed on a case-by-case basis
d each on its own merit. Please note that variances to the Minimum Design Criteria should be
requested and approved during the permitting process prior to construction. After-construction
requests are discouraged by the Division and may not be approved, thus requiring replacement or
repair prior to certification&activation. [15A NCAC 02T.0116]
8. 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 an 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. [ 15A NCACO2T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T.0116]
10. 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, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina-licensed Professional Engineer to the licensing board. [15A
NCAC 02T.0104; 15A NCAC 02T.0108(b-c)]
11. 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. [15A NCAC 02T.0110; 15A NCAC 02T.0108(b)]
12. 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 the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal,State,of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: TOWN OF MURPHY
PERMIT#: WQ0038496
PROJECT: US 64 SANITARY SEWER EXTENSION
ISSUE DATE: May 31, 2016
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation.
It should be submitted in a manner that documents the Division's receipt. Send the required
documentation to the Regional Supervisor, Water Quality Regional Operations Section at the address at
the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the, permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I,the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name,Title Signature Date
ENGINEERS CERTIFICATION
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 US
64 Sanitary Sewer Extension and location as referenced above for the above 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 02T; the Division of Water Resources' (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 w/signature &date:
❑ Final ❑ Partial (include description)
.........................................................................:
Certification Comments/Qualifiers (attach if necessary):
NC DWR—Water Quality Regional Operations Section 2090 US Hwy 70 Swannanoa,NC 28778
AchPville ReEinnal Office Phone: [phone] FAX:[phone]

Division of Water Quality V I LM L�
Fast Track Application(FTA 12.12)for Sewer Systems—ReVION'Checkiist
Pr 'ectName: U-S bN �'Anc� w�2 �xx-�-�
% _ Preliminary Review Date: . a
Project Number: 0_038496 Final Review Date:
Reviewer•�' -- -- 38y `
Application PreReview v
OK
23 Project is located in a County currently covered by the regional office C,/;„ �No
Application and supporting documentation submitted in duplicate? es rINo
One Original and One Copy .
Correct application,tee submitted?G.S. 143 215.31) - es LJNo
Ensure that a check for$480 is submitted and made out
Application package is complete
Current application version(FTA 12-12) []No
Brief project narrative(per Section A of FTA s '[3No
Certification of Public Convenience and Neces' rovided []Yes []No
(if applicable)
Operational Agreements,signed an dated Yes []No.
(if applicable)
Flow Tracking/Acceptance Form - 3),signed v' d es ❑No
Flow Tracking/Acceptance Plannin s Addendum []Yes ONo
(if applicable)
Site Map.and Street Level Map(per Se F of 2) Y• []No
Stream Classific SCAS 03- igned; d date *es ❑No -
(must h e C.PE)
PE Certificatio' plication . ed,seal ed by~ . E]No
Applicant Certifi is signe dated(or "on letter is provided) iii�s ONO
Permi
New 't Mod! µ
Does the t require a pe the a Wes []No
See 'tting byRegul 15A 02T.0303 for projects deemed permitted
Is the project eligt the Fast T ogram? es []No
Project not permitte the fast program
Requires an En. ental sment per 15A NCAC 01C.0408
Is an alternative-s o sure sewers,STEP systems,vacuum systems,etc.)
Is funded through th cture Finance Section
If the applicant is a private entity(private utility) []Yes 096
Applicant has been designated'as a public utility by the NC Utilities Commission
Has submitted a Certificate of Public Convenience and Necessity(CPCN)
or Letter from the Public Staff of the NC Utilities Commission(contact Central Office)
If the applicant is a private entity(Developer) []Yes o
Has submitted an executed Operational Agreement(DEV 06-13)
ffthe applicant is a Homeowner's or Property Owner's Association: . []Yes Emv/
Has submitted an executed Operational Agreement(HOA 06-13)
and, Copy of the Articles of Incorporation,Declarations and By-laws
1

Wastewater Flow Information
Has the wastewater flow volume been calculated correctly(section B:9 of FTA 12-12)? Eva/es ❑No
Flow is calculated per 15A NCAC 02T.0114 �l w M _ n/
or 1�U �
If daily design flow is not based on regulations ensure that the applicant has an approved flow reduction of
daily design flow rate on file with the Division.
or
If other than 2T.0114,values must be supported with flow data per 15A NCAC 021.0114(f)
(Contact Central Office)
Has submitted Flow Tracking/Acceptance Form(FTSE 06-13) es El
Proper certification per 15A NCAC.0106 (b) es. ❑No
Form is dated within one year of receipt of application package [:]No
Is FTSE Planning Assessment Addendum Required? [:]No
Required only for projects where available pump station capacity is<0.
Contact Central Office if needed 1
Additional forms(FTSE 06-13)required? ❑Yes 0110
Required only if the owner of downstream sewer different then owner of W WTF
Design Information,
Has a Stream Classification form been submitted(WSCAS 03-12) . ❑Yes . [X'
Required if any portion of project is within 100"feet of any surface water or wetlands
If no,verify separation on submitted USGS.Topographic Map
Note, 15A NCAC 02T.0305(fl contains minimum separations required for sewer
A variance is required if minimum separations cannot be avoided"
Has been signed,sealed,and dated by an N.C.PE es ❑No
Is Project design is in accordance with(see section B.1.3 of FTA 12-12) es []No
15A NCAC 02T n
Gravity Sewer Minimum Design Criteria(latest version) P
Minimum Design Criteria for Permitting of Pump Stations and Force Mains(latest version)
If no,a variance approval is required per the requirements of 15A NCAC 02T.0105(b)
Applicant must submit TWO copies of the plans,specifications,and calculations.
Contact the Central Office to discuss the variance request to determine a course of action. Variance approvals
are issued from the central office. If approved,the variance should be incorporated into the final permit
Project contains high priority lines(15A NCAC 02T.0402(2)) ❑Yes LNo
Contact the Central Office
Application Certification
Has a N.C.PE stamped,signed,and dated the application? ©Ye [-]No
PE with active license in North Carolina? ❑�'s ❑No
Check the NCBELS to ensure Engineer is currently registered to practice
NCBELS License Lookup
Applicant(Owner/Permittee)signature meets requirement of 15A NCAC.0106(b)? LyYes ❑No
If not,is a delegation letter provided,delegating authority? ❑Yes Ergo-
If the owner is a corporation,is the corporation registered in N.C.? ��Q ,❑Yes ❑No
N.C. Secretary of State Corporation Search) ^�
2

StillwellEngineering.net
May 18, 2016
North Carolina Dept.of Environment& Natural Resources
Division of Water Resources
Water Quality Section
Asheville Regional Office
2090 US Hwy 70
Swannanoa, NC 28778
REGENED
RE: US 64 Sanitary Sewer Extension
Division of Water Resources
Town of Murphy
Murphy, NC MAY 1 9 2016
Water Ouaiity Regional Operations f.
SUBJECT: FTA PROJECT NARRATIVE ^T Ashevi;le R'aPienal Office
Dear Sir or Madam:
The above referenced project is an extension of the existing Town of Murphy's sanitary sewer collection
system to the opposite side of US Highway 64 West to a proposed convenience center.The Town
anticipates that there may be future extensions of this project to future projects.
Included in this submittal are the following:
a. Application (FTA 4-16)
b. Application Fee
c. Form FTSE 4-16
d. 8-1/2"x 11" USGS topographical vicinity map
If you have any questions, please contact me at your convenience.
Sincerely,
" 04) 1 —_A�
W.Alec Stillw X, P.E.
Cc: Mrs.Anna Payne,Town Manager—Town of Murphy
Attachments
116 Central Street Ph: 828.586.6066 PO Box 838
Sylva NC 28779 Fx: 828.586.6566 Sylva NC 28779

`! State of North Carolina
­Dw
I
!,I AY 1 9 2010)epartment of Environmental Quality
_
Division of Water Resources
15A NCAC 02T.0300—FAST TRACK,SEW
,�,,YSTEM EXTENSION APPLICATION
iDlvision of Water Resources INSTRUCTIONS FOR FORM:FTA 04-16&SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans,specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T, 15A NCAC 02T.0300,Division policies and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted(do not require a permit from the Division)are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process(must be submitted for full technical review):
➢ Projects that require an environmental assessment in accordance with 15A NCAC 1C.0100;
➢ Projects that do not meet any part of the minimum design criteria(MDC)document;
➢ Projects that involve a variance from the requirements of 15A NCAC 2T;
➢ Pressure sewer systems utilizing septic tank-effluent pumps(STEPs)or simplex grinder pumps;
➢ STEP or simplex grinder pumps connecting to pressurized systems(e.g.force mains);
➢ Vacuum sewer systems.
General—When submitting an application, please use the following instructions as a checklist in order to ensure all required
items are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time
and reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time,and may result in return of the application. Unless otherwise noted,the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter(Required for All Application Packages):
® List all items included in the application package,as well as a brief description of the requested permitting action.
➢ Be specific as to the system type,number of homes served,flow allocation required,etc.
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee(All New and Major Modification Application Packages):
® Submit a check or money order in the amount of$480.00 dated within 90 days of application submittal.
➢ Payable to North Carolina Department of Environmental Quality(NCDEQ)
D. Fast Track(Form: FTA 04-16)Application(Required for All Application Packages):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions,attachments to the application may be made.
❑ If the Applicant Type in Item 1.2 is a corporation or company,provide documentation it is registered for business with
the North Carolina Secretary of State.
❑ If the Applicant Type in Item I.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
® The Project Name in Item I1.1 shall be consistent with the project name on the flow acceptance letters,agreements,etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T.0106(b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T.0106(b).
INSTRUCTIONS FOR FORM:FTA 04-16&SUPPORTING DOCUMENTATION Page 1 of 3

E. Flow Tracking/Acceptance Form(Form: FTSE 04-16)(If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE 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 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 a project-specific FTSE.
F. Site Maps(All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
➢ Location of the project(gravity sewer,pump stations&force main)
➢ Downstream connection points and permit number(if known)for the receiving sewer
® Include a street level map showing general project area.
G. Existing Permit(All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification(i.e.,permit description,flow allocation,treatment facility,etc.).
H. Power Reliability Plan(Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T.0305(h)(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is
compatible with the station. The Division will accept a letter signed by the applicant(see 15A NCAC 02T.0106(b))or
proposed contractor, stating that "the portable power generation unit or portable, independently-powered pumping
units,associated appurtenances and personnel are available for distribution and operation of this pump station."
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump
stations' storage capacities and the rotation schedule of the portable power source or pump, including travel
timeframes,shall be provided in the case of a multiple station power outage.(Required at time of certification)
I. Certificate of Public Convenience and Necessity(All Application Packages for Privately-Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1)provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension,or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or
that franchise approval is expected.
J. Operational Agreements(Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Prope!1y Owners'Associations
❑ Per 15A NCAC 02T.0115(c),submit the properly executed Operational Agreement(FORM:HOA).
❑ Per 15A NCAC 02T.0115(c),submit a copy of the Articles of Incorporation,Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T.0115(b),submit the properly executed Operational Agreement(FORM:DEV).
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM:FTA 04-16&SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS,SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE ADDRESS COUNTIES SERVED
Asheville Regional Office 2090 US Highway 70 Avery, Buncombe, Burke,Caldwell, Cherokee,
Water Quality Section Swannanoa, North Carolina 28778 Clay, Graham, Haywood, Henderson,Jackson,
[phone] Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax Rutherford,Swain,Transylvania,Yancey_
Favetteville Regional Office 225 Green Street Suite 714 Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section Fayetteville, North Carolina 28301-5094 Montgomery, Moore, Robeson, Richmond,
[phone] Sampson, Scotland
[phone] Fax
Mooresville Regional Office 610 E. Center Avenue Alexander, Cabarrus,Catawba, Cleveland,
Water Quality Section Mooresville, North Carolina 28115 Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone] Stanly, Union
[phone] Fax
Raleigh Regional Office 1628 Mail Service Center Chatham, Durham, Edgecombe, Franklin,
Water Quality Section Raleigh, North Carolina 27699-1628 Granville, Halifax, Johnston, Lee, Nash,
[phone] Northampton, Orange, Person,Vance,Wake,
[phone] Fax Warren,Wilson
Washington Regional Office 943 Washington Square Mall Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section Washington, North Carolina 27889 Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone] Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax Perquimans, Pitt,Tyrrell,Washington,Wayne
Wilmington Reqional Office 127 Cardinal Drive Extension Brunswick,Carteret, Columbus, Duplin, New
Water Quality Section Wilmington, North Carolina 28405 Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office 450 W. Hanes Mill Road Alamance,Alleghany,Ashe,Caswell, Davidson,
Water Quality Section Suite 300 Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105 Stokes,Surry,Watauga,Wilkes,Yadkin
[phone]
INSTRUCTIONS FOR FORM:FTA 04-16&SUPPORTING DOCUMENTATION Page 3 of 3

State of North Carolina
Department of Environmental Quality
_ R Division of Water Resources
r 15A NCAC 02T.0300—FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
`Division of Water Resources FTA 04-16&SUPPORTING DOCUMENTATION
Application Number: _Ito be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Town of Murphy(company,municipality,HOA,utility,etc.)
2. Applicant type: ❑Individual ❑ Corporation ❑General Partnership ❑Privately-Owned Public Utility
❑Federal ❑ State/County ®Municipal ❑Other
3. Signature authority's name:Anna Pam per 15A NCAC 02T.0106(b)
Title:Town Manager
1 ID
..0
4. Applicant's mailing address: PO Box 130 Division of Water Resources
City:Murphy State:NC Zip:28906-
M AY 9 2016
5. Applicant's contact information:
1
Phone number: 828 837-2510 Email Address:town of mpMhvna,frontier.com
Water Quality Regional Operations
H. PROJECT INFORMATION• Ashes^?tp Rer;jn al
1. Project name:US 64 Sanitary Sewer Extension
2. Application/Project status: ®Proposed(New Permit) ❑Existing Permit/Project
If a modification,provide the existing permit number:WQ00 and issued date:
If new construction but part of a master plan,provide the existing permit number:WQ00
3. County where project is located: Cherokee
4. Approximate Coordinates(Decimal Degrees):Latitude: 35.06705 Longitude:-84.06013'
5. Parcel ID(if applicable): 458107678616000
(or Parcel ID to closest downstream sewer)
M. CONSULTANT INFORMATION:
1. Professional Engineer: William A Stillwell License Number:026081
Firm: Stillwell Engineering,PA
Mailing address:PO Box 838
City: Sylva State:NC Zip:28779-
Phone number: 828 586-6066 Email Address:w.stillwell@stillwellen,gineering.net
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: Town of Murphy Wastewater Treatment Plant Permit Number:NCO020940
Owner Name:Town of Murphy
V. RECEIVING DOWNSTREAM SEWER INFORMATION(if different than WWTF):
1. Permit Number(s):WQ
System Wide Collection System Permit Number(s)(if applicable):WQCS
Owner Name(s):
FORM:FTA 04-16 Page 1 of 5

GENERAL REQUIl2EMENTS
1. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
[:] Yes [:]No ®N/A
2. If the Applicant is a Developer of lots to be sold,has a Developer's Operational,A�jeement(FORM: DEV)been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners'Association,has an Operational Agrreenient(FORM:I-1OA)been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail(stores,centers,malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School/preschool/day care ❑ Medical/dental/veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses/offices/factories ❑Nursing Home ❑ Other(Explain in Attachment)
5. Nature of wastewater: 100%Domestic/Commercial %Commercial
%Industrial(See 15A NCAC 02T.0103(20))
4 Is there a Pretreatment Program in effect? ❑ Yes ❑No
6. Has a flow reduction been approved under 15A NCAC 02T.0114(f) ❑ Yes ®No
➢ If Yes,provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow e,b No.of Units Flow
Convenience stores,w/o kitchen 250 gal/Day/Fixture 4 1,000 GPD
gaU GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 1,000 GPD
a See 15A NCAC 02T.0114(b). (d), (e)(1)and (e)(2)for caveats to wastewater design flow rates (i.e.,minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use
areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G.S.42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall
be determined using available flow c}a�t���gfixtur
e��luupaancy or operation patterns,and other measured data.
8. Wastewater generated by project::GPD(per 15A NCA:C 02T.0114
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero,indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other(Explain):
FORM:FTA 04-16 Page 2 of 5

RAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305&MDC(Gravity Sewers):
Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8 136 DIP
➢ Section II&III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIH. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305&MDC(Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates(Decimal Degrees):Latitude: 0Longitude:- °
3. Design flow of the pump station: millions gallons per day(firm capacity)
4. Operational point(s)of the pump(s): gallons per minute at feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry- 15A NCAC 02T.0305(h)(1)(B).
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation,quick-connection receptacle and telemetry- 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry- 15A NCAC 02T.0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant(draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided in the case of a multiple station power outage.
FORM:FTA 04-16 Page 3 of 5

PF
ACKS&SEPARATIONS—(02B.0200& 15A NCAC 02T.0305(f)):
oes the project comply with all separations found in 15A NCAC 02T.0305(f)(g) ®Yes ❑No
➢ 15A NCAC 02T.0305( contains minimum separations that shall be provided for sewers stems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 24 inches
Water mains(vertical-water over sewer including in benched trenches) 18 inches
Water mains(horizontal) 10 feet
Reclaimed water lines(vertical-reclaimed over sewer) 18 inches
Reclaimed water lines horizontal-reclaimed over sewer) 2 feet
**Any private or public water supply source,including any wells,WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water 100 feet
**Waters classified WS(except WS-I or WS-V),B, SA,ORW,HQW,or SB from normal
high water(or tide elevation)and wetlands(see item IX.2) 50 feet
**Any other stream,lake,impoundment,or ground water lowering and surface drainage
ditches 10 feet
Any building foundation 5 feet
Any basement 10 feet
Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
Drainage systems and interceptor drains 5 feet
Any swimming pools 10 feet
Final earth grade(vertical) 36 inches
➢ 15A NCAC 02T.0305(u)contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(fl or(g),see Section X of this application
2. Does the project comply with separation requirements for wetlands?(50 feet of separation) ®Yes ❑No
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? ®Yes ❑No
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ®Yes [:]No
➢ Wetland-related permits shall be requested,obtained,and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 &Buffer PermittingBranch
r
5. Does project comply with 15A NCAC 02T.0105(c)(6)(additional permits/certifications)? ®Yes [:]No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared,have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits(erosion and
sedimentation control plans,stormwater management plans,etc.).
6. Does this project include any sewer collection lines that are deemed"high-priority?"
Per 15A NCAC 02T.0402, "high-priority sewer"means"any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
[:]Yes ®No
➢ If yes,include an attachment with details for each line,including type(aerial line,size,material,and location).
High priority lines shall be inspected by the permittee or its representative at least once every six-months and
inspections documented per 15A NCAC 02T.0403(a)(5)or the permitee's individual System-Wide Collection permit.
FORM:FTA 04-16 Page 4 of 5

RTIFICATIONS:
Does the submitted system comply with 15A NCAC 02T,the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains(latest version),and the Gravity Sewer Minimum Design Criteria(latest version)as applicable?
®Yes ❑No
If No, complete and submit the Variance/Alternative Design Request application(VADC 10-14) and supporting documents
for review. Approval of the request is required prior to submittal of the Fast Track Application and supporting
documents.
2. Professional Engineer's Certification:
I y 0f I�j f��,.sU� attest that this application for
(Professional Engineer's name from Application Item III.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering 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 (latest version), and the Minimum Design Criteria for the Fast-Track
Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain
portions of this submittal package,inclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package 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.
.......................................................................................
.
North Carolina Professional Engineer's seal,signature,and date: \`\\\�uN•Uf
Q SEAL
026081
Mq
................................! l��...................................
3. Applicant's Certification per 15A NCAC 02T.0106(b):
I, A . e7- 1 �Jvt f 1 attest that this application for
(Signature Authori s name&title from Applicat n Item I.3.)
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. I understand that any discharge of wastewater from this non-
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included,this application package will be returned to
me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes,any false
statement, representation, or certification in any application package 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.
Signature: Date: ��-
FORM:FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of weer Resourc Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Murphy
Project Name for which flow is being requested: US 64 West Sewer Line Extension -
More than one FTSE 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: Town of Murphy Wastsewater Treatment Plant
b. WWTP Facility Permit#: NC0020940
All flows are in MGD
c. WWTP facility's permitted flow 1.4 MGD
d. Estimated obligated flow not yet tributary to the WWTP 0.29 MGD
e. WWTP facility's actual avg. flow 0.561 MGD
f. Total flow for this specific request .0001 MGD
g. Total actual and obligated flows to the facility 0.8511 MGD
h. Percent of permitted flow used 61 %
lI. 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:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm/po, Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Caney Cr 0.36 0.14 .01 0 .01 0.13
Ice Plant 1.0 0.40 .20 0 .20 0.2
PS #1 3.6 1.40 .561 .29 .851 0.55
*The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
**Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor(pf)not less than 2.5.
***A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is<0.
Downstream Facility Name (Sewer): Town of Murphy W.W. Treatment Plant
Downstream Permit Number: NC0020940
Page 1 of 6
FTSE 04-16

Certification Statement:
I Anna Payne, Town Manager certify to the best of my knowledge that 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, given the implementation
of the planned improvements identified in the planning assessment where applicable. 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
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing Official Signature Date
Page 2 of 6
FTSE 04-16

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State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Division of Water Resources Watershed Classification Attachment(WSCAS 01-15)
Along with this form, submit a color copy of a USGS Topographic Map to identify the project area and
waterbodies. Each map or maps must show the location of the sewer system and include location identifiers
where the system traverses over or near waterbodies. The map should have location ID's for each different
waterbody and corresponding classifications should be recorded.
Include the completed form and map portions with the permit application for submittal to the appropriate review
agency. A list of the Division's regional offices, their county coverage, and contact information can be obtained
from: http://portal.ncdenr.org/web/wq/home/ro
Location ID Name of Waterbody' River Waterbody Waterbody
Basin Index No. Classification
1 Crane Creek Hiwassee 1-58-11 C
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If unnamed,indicate"unnamed tributary to X",where X is the named waterbody to which the unnamed tributary joins.
I 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 ItIi ll
classifications are inclusive of the stated project, complete and
correct to the best of my knowledge and belief. g'
PE Seal, Signature and Date _ SEAL
026081
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FAST TRACK SEWER ENGINEERING CERTIFICATIONFES 10 2017
PERMITTEE: TOWN OF MURPHY
Water Qual9ly
PERMIT #: WQ0038496 Lhueallle R Re�io
PROJECT: 'US 64 SANITARY SEWER EXTENSION
ISSUE DATE: - May 31, 2016'
This project shall not be considered complete norallowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation.
,It should be submitted in a manner that documents the Division's receipt. Send the required
documentation to the Regional Supervisor, Water C tuality Regional Operations Section at the address at
the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be. considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification•is received. A Final Certification. shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERmiTrEE'S CERTIFICAT16N
I, the undersigned agent for the Permittee, hereby state that th'is project has been constructed pursuant
t6 the applicable standards & requirements, the Professional (Engineer below has provided' applicable
design/construction-information to the Permittee, and -the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions theLp_of
Anna A. Payne —Town Manager
a —/(/, - e2-017
Printed Name, Title Signature / Date
ENGINEER'S CERTIFiCA71ON
as a. d y registered Professional. Engineer in the State of North Carolina,
having been authorized to observe ( periodically, ❑ weekly; ❑ full time) the construction of the US
64 Sanitary Sewer Extension and . cation as -referenced above for the above 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 02T; the Division of Water Resources' (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 w/si nature & date:
Final ❑ Partial (include description) •• =_
SEAL
026081
Certification Comments/Qualifiers (attach if necessary):
I
i
i
NC DWR — Water Quality Regional Operations Section. 2090 US Hwy 70 Swannanoa, NC 28778
Asheville Regional Office Phone: [phone] FAX: [phone]

LETTER OF TRANSMITTAL
42 Marsh Lily Drive DATE: 2/8/17
PO BOX 838
SYLVA, NC 28779 PROJECT: US 64 San. Sewer Extension
PHONE: (828) 586 — 6066 LOCATION: Murphy, Cherokee Co., NC
FAX: (828) 586 — 6566 ATTENTION: Dept. of Environmental Quality
TO: RE: Final Certification WQ0038496
NCDENR — Div. of Water Resources
Asheville Regional Office
2090 US Hwy 70
Swannanoa, NC 28778
WE ARE SENDING YOU ®ATTACHED ❑UNDER SEPARATE COVER
VIA USPS Certified Mail THE FOLLOWING ITEMS:
❑SHOP DRAWINGS ®PLANS ❑SPECIFICATIONS ❑ESTIMATE
❑COPY OF LETTER [-]CHANGE ORDER ®OTHER As described below
COPIES
DATE
NO
DESCRIPTION
1
2/6/17
Record Drawings
1
2/6/17
Permittee and Engineer Certification
THESE ARE TRANSMITTED AS CHECKED BELOW:
❑FOR APPROVAL ®FOR YOUR USE ❑FOR REVIEW / COMMENT OAS REQUESTED
❑OTHER:
REMARKS:
SIGNED:
AN EQUAL OPPORTUNITY EMPLOYER