WQ0041021_Application (FTSE)_20190718

Davis OvilSolutions, PA
July 11, 2019
Mr. Tim Heim
NCDEQ
Division of Water Quality
2090 U.S. Highway 70
Swannanoa, North Carolina 28778
Dear Mr. Heim:
Water Quality Regional Operations
Asheville Regional Office
RE: Sanitary Sewer Service to serve
WNC Resort Properties, LLC
Etowah Golf Course
Henderson County, North Carolina
Please find attached a submittal package for the subject project located on property owned
by the Etowah Golf Course, in Etowah, Henderson County. The project generally consists of the
construction of a 9,unt.townhome development. The wastewater generated from the site will flow
by gravity via 8" ductile iron pipes to an existing system located adjacent to Holly Springs Road,
adjacent to the project site. The wastewater will be treated by the Etowah Sewer Company. The
following items are enclosed for your review:
• One (1) original and one (1) copy of the Fast -Track Application form.
• Check in the amount of $480 for the application fee.
• Copy of the Flow/Tracking Acceptance Letter.
• Copy of the Certificate of Public Convenience and Necessity form.
• USGS map locating site._ --
We trust the enclosed/attached information will be suitable for your review. Should you
have any questions or need additional information, please do not hesitate to call. We appreciate
your assistance.
attachments
Sincerely,
DAVIS CIVILSOLUTIONS, P.A.
NICHOLAS M. BOWMAN
Engineering/Planning e Site/Infrastructure
135-A Charlotte Highway ® Asheville, North Carolina 28803 ® 828.299.9449 PH
[e-mail] EMAIL

U) Q 0 0 J State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division 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 Sood 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 1
Projects not eligible for review via the fast track process (must be submitted for full technical re ' -
➢ Projects that require an environmental assessment in accordance with 15A NCAC 1C .01
7
➢ Projects that do not meet any part of the minimum design criteria (MDC) document; JUL f
➢ Projects that involve a variance from the requirements of 15A NCAC 2T; 2019
➢ 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); Water Quality Regional operations
➢ Vacuum sewer systems. Asheville Regional Office
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
E Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
E 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):
E 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):
E Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
Cl If the Applicant Type in Item I.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 L2 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 II.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 Fr. ig neer.
E 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 (aerial) showing general project area so that Division staff can easily locate it in the field.
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/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), $ubmit 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

State of North Carolina
DW-
Department of Environmental Quality R-_Division of Water Resources
15A NCAC 02T .0300 —FAST TRACK SEWER SYSTEMEXTENSION APPLICATION
Dlvlsbra of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: �0 L14 1 021(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Etowah Sewer Company. Inc (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: Ken Deaver per 15A NCAC 02T .0106(b) RIJUL
Title: General Manager4. Applicant's mailing address: PO Box 165fiQ 2019 = l J
City: Etowah State: NC Zip: 28729-_
5. Applicant's contact information: Water Quality Regional Operations
Phone number: [phone] Email Address: [e-mail] Asheville Regional Office
H. PROJECT INFORMATION:
1. Project name: WNC Resort Properties, LLC
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: W000_
3. County where project is located: Henderson
4. Approximate Coordinates (Decimal Degrees): Latitude:35.325270 Longitude:-86.60222'
5. Parcel ID (if applicable): 9529-52-4218
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Gary D. Davis License Number: 12296
Firm: Davis CivilSolutions, PA
Mailing address: 135-A Charlotte Highway
City: Asheville State: NC Zip: 28803-
Phone number: (K8J 299-9449 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (W WTF) INFORMATION:
1. Facility Name: Etowah Sewer Company W WTP Permit Number: NC 0071323
Owner Name: Etowah Sewer Company
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W WTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: _ inch
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s):
FORM: FTA 04-16 Pagel of 5

V1. GENERAL REQUIREMENTS
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 Agreement (FORM• DEV) been attached?
❑ Yes ❑No ❑N/A
3. If the Applicant is a Home/Property Owners' Association. has an Operational Agreement (FORM: HOA) 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 _%o Commercial
% Industrial (See 15A NCAC 02T 0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? []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 °"
No. of Units
Flow
Dwelling units (j
120 gal/day/bdrm
27 bdrm
324 PD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total3240
D
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 data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project(24) GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows d&pr6viouslypermitted 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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305&MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 537 DIP
➢ Section 11 & 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)
D Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VHI. PUMP STATION DESIGN CRITERIA (If Applicable) -02T .0305&MDC (Puma Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: NONE
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
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 reliabilityin 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 thestation.
➢ If the portable power source or pump is dedicated to multiple pump stations, anevaluation 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

IX. SETBACKS & SEPARATIONS — (028.0200&15A NCAC 02T .0305(i)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(fl & (g)
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer inclu ' 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 11 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
hi h 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 Dols
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnage
➢ If noncompliance with 02T.0305 f or (g).see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® N/A
➢ 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 setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes[] No ® N/A
➢ Thiswould include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or [:]Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
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 ❑ N/A
➢ 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

A) 000e4� I o'7-/
X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC o2T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest versionl as applicable?
® Yes ❑ No
ItNo, complete and submit the Variance/Altemative Design Request application (VADC 10-14) and supporting documents
for review.Approval of the request is required prior to submittal of the Fast Track Auplication and sunnortin
documents.
2. Professional Engineer's Certification:
—l� ' Y Yd}U I , I` •( attest that this application for
(Professional Engmeer's name from Application Item III.1 J
W Nt- tP-+Ejol�"f Pl�ol'E(Q-!t�, 1,1,G iGtoln,+tiN �owNtWne��
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 Ma ns (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
D TCal
r certification in any application package shall be guilty of a Class
1 I me n$iQ00Q as well as civil penalties up to $25,000 per violation.
Northrofessional Engineer's seal, signature, and date:
�V
JUL (�' 2019 `
Water Quality Regional Qperaticns
Asheville Regional Office
3. Applicant's Certification perl5A NCAC 02T .0106(b):
knowingly makes any false
2 misdemeanor, which may
1229-
``f
that this application for
tbtgnatureAumonty-s name& title from Application Item I.3.)
Vv t`1t I�ESc>?-t PRoeGe_rflq, u.L (�'roWRFF -MW mftA GS)
has been reviewed by me and is accurate and complete to a 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 parrs 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: u✓��� Date: %A!//'
FORM: FTA 04-16 Page 5 of 5

r�
._;, State of North Carolina
" Department of Environmental Qualityl JUL 1 1 2019 Division of Water Resources
.,
vl�d�vn ofraeor ls� Flow Tracking for Sewer Extension Applications
Quality Regional Operations (FTSE10-18)
Asheville Reninn I nffirA
Entity Requesting Allocation: Etowah Sewer Company
Project Name for which flow is being requested: WNC Resort Properties, LLC
More than one FTSE maybe required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewaterJlow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. W WTP Facility Name: Etowah Sewer Company W WTP
b. W WTP Facility Permit #: NCO071323
All flows are in MGD
c. W WTP facility's permitted flow
0.125
d. Estimated obligated flow not yet tributary to the W WTP
0.001920
e. WWTP facility's actual avg. flow
0.088509
f. Total flow for this specific request
0.003240
g. Total actual and obligated flows to the facility
0.093669
I Percent of permitted flow used
�4,9%�
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the W WTP:
(A)
(B)
Design
PUMP
Pump
Average
Approx.
Station
Station
Firm Dai]yFlow**
Current
(Name or
Permit
Capacity, * (Firm / pt),
Avg. Daily
Number)
No_
MGD MGD
Flow, MGD
NONE
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated Available
MGD
Flow Capacity***
* The Firm Capacity (design flow) 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 pealing factor
(pfl not less than 2.5, per Section 2.02(A)(4)(e) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located between the
project connection point and the W WTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
Page 1 of 6
FTSE 10-18

M.Certification Statement:
II�� �EFt ✓�2 certify to the best ofmy knowledgethat the addition of
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 certifies that the receiving
collection system or treatment works has adequate capacity to transport and treat the proposed new
wastewater.
Signature
Title
Page 2 of 6
Date
FTSE 10-18

RALEIGH
(SEAL)
APPENDIX A �—
t
DOCKET No. W-933 l
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
ETOWAH SEWER COMPANY
P. 0_ Box I0, Etowah, NorjV Carolina
is hereby granted this
CERTIFICATE OF PUBLIC•CONVENIENCE AND NECESSITY
to provide sewer utility service
In
ETOWA_ H_ VALLE_Y
Henderson County, North Carolina
subject to such orders, rules, regulations, and
conditions as are now or may hereafter be lawfully
made by the Nbrth Carolina Utilities Commission
ISSUED BY ORDER OF THE COMMISSION
This the —J22zE6 day of 1987
Water Quality Regional Operations
Asheville Regional Office
NORTH CAROLINA UTILITIES COMMISSION
Sandra W bster, Chief Clerc

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