WQ0002419_MtnAirCC_CSs_20201001

Mountain Air Projects
WASTEWATER COLLECTION SYSTEM:
� The original allocation from the Town for Mountain Air Projects was
40,000 gal/day.
i This was then changed to 80,000 gal/day.
* This 7-10-95 letter from Town confirmed allocated flows of 78,640 gpd.
* The letter dated 3-5-96 from Mtn Air showed historical data of reduced
flow of 105
gpd per bedroom (as opposed to design of 120gpd/bd).
* Therefore, the actual flows approved for these projects has been only
68,810 gpd.
* The final project (WQ0014201) approved to date brought the total flow
from Mtn Air to
68,810 + 3465 = 72,275 gallons/day.
Total allocation remaining = 7,725 gpd.
-----------------------------------------------------------------------------------------------
-
Qw l -----------
W 000 2419 Mountain Air - Q Country Club y�
C� 4 0)
Rand /William Banks y (adjusted to 35,000)
based on 105 gpd/b----
WQ 000 3081 Mountain Air Dev. - Phase I - Skyfire Road 5-29-96 (?)
1 18D D 21880 t/
William Banks 3-14-90 letter
- part of 40,000 gpd project
5-13-96 request for addl. info)
-----------Certified 6-18-92--_._____-_-_-------''`
WQ 000 4710 Mountain Air Dev Country Club - Phase II
William Banks (30,240 of 40,000 originally _
allocated in WQ000241 0 "
4-30-91 ��
WQ 000 6657 Mountain Air Dev. & Brandy Run, Club Villas,
__,_.__-__ I Country Club
q%]
000 12331
WQ 000 11319
___based_on 105
Stoney Falls &Slick Rock 1-,od5e_
Mountain Air Dev.-Spring Cove Development
Randy Banks
1-25-96 based on 105
WQ 000 14201 Mountain Air Dev.-Country Club - Ivy Ridge -
Randy Banks 9-3-97 (reduced flow rates;
instead of 120 gal/day per bedroom --- 105
gal/day was used for 3 bedrooms times 11 homes)
�} 17,640V"--
(151435)
(6;970)
13) 21,000
(18,375)

State of North Carolina
Department of Environment
and -Natural Resources
Asheville Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
Division of Water Quality
0
NCDENR
-NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
WATER QUALITY SECTION
Mr. Randy Banks, President
Mountain Air Development Corporation
Post Office Box 1037
Burnsville, North Carolina 28714
Dear Mr. Banks:
April 24, 2001
Subject: Permit No. WQ0019826
Coopers Ridge Development
Mountain Air Country Club
Gravity and Pressure Sewer System
Yancey County
In accordance with the application, received on March 23, 2001, please find attached
permit number WQ0019826 for the construction and operation of the subject wastewater
collection system extension. This permit shall be effective from the date of issuance until
rescinded and shall be subject to the conditions and limitations as specified therein. This
cover letter shall be considered a part of this permit and is therefore incorporated by reference.
Please note condition three of the permit which requires that the wastewater collection
facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute acceptance of any part of the project which
does not meet 15A NCAC 2H .0200; the Division of Water Quality'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. The Permittee must 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.

Mr. Banks
April 24, 2001
Page Two
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is
hereby granted to Mountain Air Development Corporation for the construction and operation of
approximately 1,540 linear feet of 8-inch gravity sewer and 2,900 linear feet of 6-inch gravity
sewer; one 48 gallon per minute pump station and one 48 gallon per minute pump station, both
with duplex pumps, on -site audible and visual high water alarms, telemetry, and portable
generator hookups; as well as, approximately 1,330 linear feet of 3-inch force main and 1,300
linear feet of 2-inch force main to serve 70 subdivision units, 5 lodge units and a 30 seat bar as
part of the Coopers Ridge Development at Mountain Air Country Club and the discharge of
17,100 gallons per day of collected domestic wastewater into the Town of Burnsville's existing
sewerage system, pursuant to the application received March 23, 2001, and in conformity with
15A NCAC 2H .0200; the Division's Gravity 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 apart of this permit.
The sewage and wastewater collected by this system shall be treated in the Town of
Burnsville's wastewater treatment facility (NPDES permit number NC0020290) prior to being
discharged into the receiving stream.
This permit shall become voidable unless the agreement between the Town of
Burnsville and Mountain Air Development Corporation for the collection and final treatment of
wastewater is in full force and effect.
The Operational Agreement between the Permittee and the Environmental
Management Commission is incorporated herein by reference and shall be a condition of this
permit. Non-compliance with the terms of the Operational Agreement shall subject the
Permittee to all sanctions provided by North Carolina General Statutes 143-215.6A to 143-
215.6C for violation of or failure to act in accordance with the terms and conditions of this
permit.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request and 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.

Mr. Banks
April 24, 2001
Page Three
If you need additional information concerning this matter, please contact Ms. Wanda
Frazier in the Asheville Regional Office at 828/251-6208 extension 218.
Sincerely,
Kerr T. Stevens
Enclosure
xc: Larry Barthelemy IV, Cavanaugh & Associates
Tom Storie, Town of Burnsville
Yancey County Health Department
DWQ Non -Discharge Permitting Unit
Wanda P. Frazier

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 2H .0200; the
Division of Water Quality'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.
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 2H .0227. If an individual permit is not required, the following
performance criteria shall be met as provided in 15A NCAC 2H .0227:
a. The sewer system shall be effectively maintained and operated at all times to
prevent discharge to 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 prior to January 1, 2004 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
daily (weekdays, excluding State holidays), as defined in 15A NCAC 2B .0503(5),
until July 1, 2001; and thereafter, pump stations shall be inspected every day (7
days a week). 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 genera o se ion ohe entire sewer sys em s a - e con uc e- -eat
once per year.

g. Inspection and maintenance records shall be maintained for a period of at least
three years.
h. Overflows and bypasses shall be reported to the appropriate Division Regional
Office in accordance with 15A NCAC 2B .0506(a), and public notice shall be
provided as required by North Carolina General Statute 143-215.1 C.
4. This permit shall not be transferable.. In the event there is a desire for the wastewater
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 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. Upon completion of construction and prior to operation of these permitted facilities, a
certification, a copy of the construction record drawings, as well as supporting design
calculations for any pump stations permitted as part of this project shall be received
from a North Carolina -licensed professional engineer certifying that the facilities have
been installed in accordance with this permit; 15A NCAC 2H :0200; 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 Main
(adopted June 1, 2000) as applicable; and other supporting materials. If this project is
to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final
certificate of completion once the entire project has been completed. A copy of the
_construction record_ drawings, indicating the facilities constructed in the phase being
certified, shall be submitted with each partial certification. Mail the Engineer's
Certification, one copy of the "Construction Record Drawings", and one copy of the
supporting design calculations to the Non -Discharge Permitting Unit, 1617 Mail Service
Center, Raleigh, NC 27699-1617.
7. The Permittee shall maintain a copy of the construction record drawings on file, for the
life. of the wastewater collection facilities
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H
.0200; the Division's Gravity Sewer Design Criteria (adopted February 12, 1996) as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of
Pump Station and Force Mains (adopted June 1', 2000) as applicable; and. other
supporting materials may subject the Permittee to an enforcement action by the
Division, in accordance with North Carolina General Statutes 143-215.6A through 143-
215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily,
including 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 Chapter 4 and under the Division's General Permit
NCG0100000, and any requirements pertaining to wetlands under 15A NCAC 2B .0200
and 15A NCAC 2H .0500.
11. Non-compliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone
number 828/251-6208 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.
Persons reporting such occurrences by telephone shall also file a written report in letter
form within five days following first knowledge of the occurrence. This report must outline
the actions taken or proposed to be taken to ensure that the problem does not recur.
Permit issued this the 24th day of April, 2001.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
v ,f ;r- zo-
Kerr T. 8tevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0019826

Return to: NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
Engineer's Certification
Permit number: WQ0019826
Project: Coopers Ridge Development
Issue date: April 24, 2001 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 project
named, Coopers Ridge Development located at Mountain Air Country Club near
Burnsville, Yancey County, North Carolina, 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 2H .0200; the Division of Water Quality's Gravity
Sewer Minimum Design Criteria (adopted February 12, 1996) as applicable, the 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:
The Engineer's Certification shall be completed and submitted to the address above
with one copy of the "Construction Record Drawings" of the. wastewater collection
system extension as well as supporting design calculations for any pump stations
permitted as part of this project. 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. 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.

`. L i aAIZlJ I•J,) Ui i? JUi i JV J•.J•J i
,.: OE 1vORMi CAROLNA
.AUNTY OF
Permit No.
This AGREEMENT made pursuant to G.S. 143-215.1 (d I) and entered into this 19 th- day of
March , 19 -.2 0 01 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Mo un .a i n air 1)RvP1 nnmPnt rorp . , a corporation/general partnership rcgistere4flicensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER,
WITNES SETH:
1, The DEVELOPER is the owner of the certain lands lying in Yancey _ _ County, upon
whichh it is erecting and will erect dwelling units and other improvements, said development to be known as
Coopers Ridcte Development -Mountain Air Country C_lereinafterthe Developrnent).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMSSION for the issuance of a pen -nit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4, The DEVELOPER has created or shall create unit ownership in said dwellings units, other iznpmveMe6ts
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C of the North Carolina General Statutes.
The. DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the Declaration,
the (Unit Ov,"ners Assrxi-�tion) _ , (hereinafter
Association) a non-profit corporation organized and existing under and by the virtue of the laws of the State
of North Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating;, maintaining, re -constructing and repairing the common elements of the lands
and improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re -construction and repair.
6_ The C0Iv12vUSS1ON desires to assure that the Disposal System of the Development is properly constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the
waters of the State and the public interest therein.
NOW, TBEREFOItE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the CO?VSI:ISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approver] by the COMMISSION; and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer owntrship and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of the
Division of Environmental Management has inspected and approved of the facilities. In order to change the
name of e pem)lt holder, the DEVELOPER must request that the permit be reissued to the Association,
The requ st must include a copy of the Associadon Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for
the opeaya 'on and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's
successol.
1
I

8; E •r-77, ?98 .3
,the DE OPER shall provide in the Declaration and Association Bylaws that the Disposal system and
appurten ces thereto are part of the common elements and shall thereafter be properly maintained and
operated conformity with law and the provisions -of the permit for construction, operation, repair, and
maintcn ce of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
aeat�mtnt collection and disposal system as a common element which will receive the highest priority for
expcndiTes by the Association except for Federal, State and local taxes, and insurance.
5. The DE OPER shall provide in the Declaration and Association Bylaws that the Disposal System will be
maintaind out of the common expenses, In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created, out of the common expenses.
Such fund shall be separate from the routine maintenance allocated for the facility and shall be part of the
yeafly budget.
6. in the event the common expense allocation and separate fund am mot adequate for the construction, repair,
and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special
assessments to cover such necessary casts. There shall be no limit on the amount of such assessments, and
the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any
time..
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system; and shall convey or transfer as much of the Disposal System, and such necessary easements as the
governmental unit may require. as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Associaion to enter into voluntary dissolution without having made adequate provision for the continued
proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the
Association Bylaws that the Association shall not enter into voluntary dissolution without first having
transferred its said systern and facilities to some person, corporation or other entity acceptable to and
approved by the COMNUSSION by the issuance of a peml it,
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
Permit issued by the CO�5,USSION to the DEVELOPED for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall filed at the Register of Deeds in the County(ies) where the Declaration is filed
and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
llr YYTFNESS YIrTMREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENWIRON?4-N'TAL
MANAGEMENT CO1`- NUSSION
Mountain Air Development Corp,
Name of Developer/Company
BY:
- -
William R. an ident
Print Name and Tide
March 19, 20-Ql
(Dare) _�.

FROM CAVANAUGH & ASSOC.-ASHEVILLE FAX NO. : Aug. 30 2001 07:52AM P2
0,13112912001 13:12 9K-682-7757 TOWN Or BURNSUILLE PAGE 02
�14f1f�I1 Hbllb�
Town of bumville
dada BMWIR Pula
Auk# 27, 20DI
Kristen E. ,Miquea
NCDM -. NOIL Disewge permitting utdtt
1617 BW Service Center
Raleigh, NC 27699-1517
Re: Hemloolc Bluff Sewer System
Wa water Aileron
Mountain Air CquoUy Club
YAWAY County, Xorth Carolina
Dear M. Miquez:
Id bo=tt
C'fevri % C&00
rl 1 ill i
Tbc Town of BurnsvUle is pleased to issue Mountain Air Cou:ky Club a watewater docadon
of 16,200 QPD for the Hemlock Blu#I rclopment. 7111 aliomdcm is within the 1600000 GPD
sewer allocation p wod to Moumain Air Country Club.
If you have any questions, or wed any Rutb w informatkA plow *el free to comet me.
Sincorely,
V\r r
Thomas W. Stotlo
17irectoir of Public Works
TWS)rjmm
c. Mr: Law K. Barthelemy, IV, E,I.
Mr, Randy Banks
Mr. Carl mccon mll, PE
DO- Bcnc 97 - ISUM AUCc IdOA Ca,MOM 2s214 •Phu= (828) 682-"U20 - FAX [phone]

FROM : CAVANAUGH & ASSOC.—ASHEVILLE FAX NO. :
Aug. 30 2001 07:52AM P1
4*'01
GAVANAU ES N
Solutions through intrgdW and partqership
CAVANAUGH & ASSOCIATi<S, P.A.
Consulting Engineers
306 W. Haywood Street
Asheville, North Carolina 28801
8281255-7696 Fax [phone]
www.cavanaughsolLdions.com
Facsimile Cover Sheet
To: 4,
Company:
Fax Number:
From:
Date: p ' a
Project Number:
No. Of pages {including Cover):
Comments:
QUA.

?,!2/200I 09,31 FAX S2A2838914 CRISP HUGHES EV,-,\S UDIT Q1UuZ
i
APPENDIX A
STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
DOCKET N0. W-114e
MOUNTAIN AIR UTILITIES CORPORATION
is granted this
CERTIFICATE OF PUBLIC GQNVENIE,NQE AND NECE531TY.
to provide Water and sewer utility service
in
MOUNTAIN AIR DEVELOPMgNT
Yancey County, North Carolina
subject to any orders, rules, regulations,
and conditions ,now or hereafter lawfully made
by the North Carolina Utilities Commission.
ISSUED BY ORDER OF THE COMMISSION.
This the 11;t day of *May 2001.
NORTH CAROLINA UTILITIES COMMISSION
moumq
,SEAL) Gail L. Mount, Deputy Clerk

a 1. ATE OF NORTH CAROLINA
COUNTY OF YANCEY Permit No.
OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this 10 day of August, 2001, by and
between the North Carolina Environmental Management Commission, an agency of the State of North Carolina,
hereinafter known as the COMMISSION; and Mountain Air Development Corporation, a corporation/general
partnership registered/licensed to do business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
The DEVELOPER is the owner of the certain lands lying in Yancey County, upon which it is erecting and will
erect dwelling units and other improvements, said development to be known as Hemlock Bluff Development
(hereinafter the Development).
The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment works,
and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve the
Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-215.1 to
construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements and lands
through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter 47C of the North
Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the Declaration, the
(Unit Owners' Association) (hereinafter Association), a
non-profit corporation organized and existing under and by the virtue of the laws of the State of North Carolina, for
the purpose, among others, of handling the property, affairs and business of the Development; of operating,
maintaining, re -constructing and repairing the common elements of the lands and improvements subject to unit
ownership, including the Disposal System; and of collecting dues and assessments to provide funds for such
operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the waters
of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties hereto, the
COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and specifications
hereafter issued and approved by the COMMISSION, and shall thereafter properly operate and maintain such
systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association until
construction has been completed in accordance with the permit and approved plans, and the staff of the Division of
Water Quality has inspected and approved of the facilities. In order to change the name of the permit holder, the
DEVELOPER must request that the permit be reissued to the Association. The request must include a copy of the
Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for the
operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's successor.
4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and operated in
conformity with law and the provisions of the permit for construction, operation, repair, and maintenance of the
system and facilities. The Declaration and Bylaws shall identify the entire wastewater treatment, collection and
disposal system as a common element which will receive the highest priority for expenditures by the Association
except for Federal, State, and local taxes and insurance.
FORM: DEV 10/99 Page 1 of 2

The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will be
maintained out of the common expenses. In order to assure that there shall be funds readily available to repair,
maintain or construct the Disposal System, beyond the routine operation and maintenance expenses, the
Declaration and Association Bylaws shall provide that a fund be created out of the common expenses. Such fund
shall be separate from the routine maintenance funds allocated for the facility and shall be part of the yearly
budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction, repair, and
maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special assessments
to cover such necessary costs. There shall be no limit on the amount of such assessments, and the Declaration and
Bylaws shall provide that such special assessments can be made as necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city, town,
village, county, water and sewer authorities, or other unit of government shall hereinafter become available to serve
the Development, the DEVELOPER shall take such action as is necessary to cause the existing and future
wastewater of the Development to be accepted and discharged into said governmental system, and shall convey or
transfer as much of the Disposal System and such necessary easements as the governmental unit may require as
condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for the
Association to enter into voluntary dissolution without having made adequate provision for the continued proper
maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the Association
Bylaws that the Association shall not enter into voluntary dissolution without first having transferred its said
system and facilities to some person, corporation or other entity acceptable to and approved by the COMMISSION
by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any permit
issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and operation of the
Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is filed
and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
Kerr T. Stevens, Director
Division of Water Quality
(Date)
Mountain Air Development Corporation
Name DEVELOPER
B
(Signature)
William R. Banks, President
Print Name and Title
0/,,/0/
(Date)
G:\ADWGS\00-022\HEMLOCK BLUFMOPERATIONAL AGREEMENT - Developer.doe
FORM: DEV 10/99 Page 2 of 2

ATE OF NORTH CAROLINA
COUNTY OF YANCEY Permit No.
OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1(dl) and entered into this 10 day of August, 2001, by and
between the North Carolina Environmental Management Commission, an agency of the State of North Carolina,
hereinafter known as the COMMISSION; and Mountain Air Development Corporation, a corporation/general
partnership registered/licensed to do business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNES SETH:
1. The DEVELOPER is the owner of the certain lands lying in Yancey County, upon which it is erecting and will
erect dwelling units and other improvements, said development to be known as Hemlock Bluff Development
(hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment works,
and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve the
Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-215.1 to
construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements and lands
through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter 47C of the North
Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the Declaration, the
(Unit Owners' Association) (hereinafter Association), a
non-profit corporation organized and existing under and by the virtue of the laws of the State of North Carolina, for
the purpose, among others, of handling the property, affairs and business of the Development; of operating,
maintaining, re -constructing and repairing the common elements of the lands and improvements subject to unit
ownership, including the Disposal System; and of collecting dues and assessments to provide funds for such
operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the waters
of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties hereto, the
COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and specifications
hereafter issued and approved by the COMMISSION, and shall thereafter properly operate and maintain such
systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association until
construction has been completed in accordance with the permit and approved plans, and the staff of the Division of
Water Quality has inspected and approved of the facilities. In order to change the name of the permit holder, the
DEVELOPER must request that the permit be reissued to the Association. The request must include a copy of the
Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for the
operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's successor.
4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and operated in
conformity with law and the provisions of the permit for construction, operation, repair, and maintenance of the
system and facilities. The Declaration and Bylaws shall identify the entire wastewater treatment, collection and
disposal system as a common element which will receive the highest priority for expenditures by the Association
except for Federal, State, and local taxes and insurance.
FORM: DEV 10/99 Page 1 of 2

The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will be
maintained out of the common expenses. In order to assure that there shall be funds readily available to repair,
maintain or construct the Disposal System, beyond the routine operation and maintenance expenses, the
Declaration and Association Bylaws shall provide that a fund be created out of the common expenses. Such fund
shall be separate from the routine maintenance funds allocated for the facility and shall be part of the yearly
budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction, repair, and
maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special assessments
to cover such necessary costs. There shall be no limit on the amount of such assessments, and the Declaration and
Bylaws shall provide that such special assessments can be made as necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city, town,
village, county, water and sewer authorities, or other unit of government shall hereinafter become available to serve
the Development, the DEVELOPER shall take such action as is necessary to cause the existing and future
wastewater of the Development to be accepted and discharged into said governmental system, and shall convey or
transfer as much of the Disposal System and such necessary easements as the governmental unit may require as
condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for the
Association to enter into voluntary dissolution without having made adequate provision for the continued proper
maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the Association
Bylaws that the Association shall not enter into voluntary dissolution without first having transferred its said
system and facilities to some person, corporation or other entity acceptable to and approved by the COMMISSION
by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any permit
issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and operation of the
Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is filed
and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION Mountain Air Development Corporation
NameDEVELOPER
VB
Kerr T. Stevens, Director (Signature)
Division of Water Quality
William R. Banks, President
Print Name and Title
(Date)
g U/
(Date)
GAADWGS\00-022WEMLOCK BLUFF\OPERATIONAL AGREEMENT - Developendoc
FORM: DEV 10/99 Page 2 of 2

fE OF NORTH CAROLINA
COUNTY OF YANCEY Permit No.
OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dI) and entered into this 10 day of August, 2001, by and
between the North Carolina Environmental Management Commission, an agency of the State of North Carolina,
hereinafter known as the COMMISSION; and Mountain Air Development Corporation, a corporation/general
partnership registered/licensed to do business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Yancey County, upon which it is erecting and will
erect dwelling units and other improvements, said development to be known as Hemlock Bluff Development
(hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment works,
and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve the
Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-215.1 to
construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements and lands
through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter 47C of the North
Carolina General Statutes.
The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the Declaration, the
(Unit Owners' Association) (hereinafter Association), a
non-profit corporation organized and existing under and by the virtue of the laws of the State of North Carolina, for
the purpose, among others, of handling the property, affairs and business of the Development; of operating,
maintaining, re -constructing and repairing the common elements of the lands and improvements subject to unit
ownership, including the Disposal System; and of collecting dues and assessments to provide funds for such
operation, maintenance, re -construction and repair.
The COMMISSION desires to assure that the Disposal System of the Development is properly constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the waters
of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties hereto, the
COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and specifications
hereafter issued and approved by the COMMISSION, and shall thereafter properly operate and maintain such
systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association until
construction has been completed in accordance with the permit and approved plans, and the staff of the Division of
Water Quality has inspected and approved of the facilities. In order to change the name of the permit holder, the
DEVELOPER must request that the permit be reissued to the Association. The request must include a copy of the
Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for the
operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's successor.
4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and operated in
conformity with law and the provisions of the permit for construction, operation, repair, and maintenance of the
system and facilities. The Declaration and Bylaws shall identify the entire wastewater treatment, collection and
disposal system as a common element which will receive the highest priority for expenditures by the Association
except for Federal, State, and local taxes and insurance.
FORM: DEV 10/99 Page 1 of 2

The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will be
maintained out of the common expenses. In order to assure that there shall be funds readily available to repair,
maintain or construct the Disposal System, beyond the routine operation and maintenance expenses, the
Declaration and Association Bylaws shall provide that a fund be created out of the common expenses. Such fund
shall be separate from the routine maintenance funds allocated for the facility and shall be part of the yearly
budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction, repair, and
maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special assessments
to cover such necessary costs. There shall be no limit on the amount of such assessments, and the Declaration and
Bylaws shall provide that such special assessments can be made as necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city, town,
village, county, water and sewer authorities, or other unit of government shall hereinafter become available to serve
the Development, the DEVELOPER shall take such action as is necessary to cause the existing and future
wastewater of the Development to be accepted and discharged into said governmental system, and shall convey or
transfer as much of the Disposal System and such necessary easements as the governmental unit may require as
condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for the
Association to enter into voluntary dissolution without having made adequate provision for the continued proper
maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the Association
Bylaws that the Association shall not enter into voluntary dissolution without first having transferred its said
system and facilities to some person, corporation or other entity acceptable to and approved by the COMMISSION
by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any permit
issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and operation of the
Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is filed
and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
Kerr T. Stevens, Director
Division of Water Quality
(Date)
Mountain Air Development Corporation
VNameo DEVELOPER
B
(Signature)
William R. Banks, President
Print Name and Title
/o/
(Date)
G:\ADWGS\00-022\HEML0CK BLUFMOPERATIONAL AGREEMENT - DevelopendIoc
FORM: DEV 10/99 Page 2 of 2

01 09:43e MOUNTAIN AIR DEVELOPMENT 8281682-4125 p. S
9
THE STATE OF NORTH CAROLING AGItE1; JJ� AUG 2 p
County of Yancey
THIS AGREEMENT, made and entered this the 3rd day of January 2001 by the Town off �t
Burnsville (hereinafter referred to as "Town"), and Mountain Air Development Corporation, a
North Carolina Corporation (hereinafter referred to as "Developer"), thus
WITNESSETH:
WHEREAS, the Developer has need for and desires wastewater treatment improvements
for a residential community development planned and under construction in Prices Creek and
Burnsville Townships, Yancey County, North Carolina (hereinafter referred to as "Project");
AND WHEREAS, the Town current has a sanitary sewer line in proximity to the Project
which has the capacity to receive and treat sewage from the Project within the Town sewage
treatment facility;
AND WHEREAS, the Town is willing to treat the sanitary waste from the Project and
sell such treatment privileges to the Developer under the conditions herein set forth, and the
Developer is willing to purchase treatment from the Town for the project under said conditions;
AND WHEREAS, the parties previously entered an agreement dated 10 April 1992
which is amended and restated by this Agreement to reflect an increase in the allocated discharge;
NOW, THEREFORE, in consideration of the premises and the mutual agreements herein
and the reliance to be placed by each party on the performance of the other; and pursuant to the
provisions of Articles 2, 3 (Sections 160A-17 and 20.1), and 23 of Chapter 160A of the General
Statutes of the State of North Carolina, and other applicable provisions of law, the parties hereto
agree as follows:
1. The Developer will pay for design, construction, and installation of pump station, force
main, and tap. The farce main will run from said pump station located on premises of Developer
located ir. Prices Creek and Burnsville Townships, Yancey County, North Carolina, or on other
premises now or hereafter acquired by Developer for such purposes along SR 1115 and SR 1 i l4
to tie into an existing manhole at the Burnsville Wastewater Treatment Plant along SR 1138 on
Fine Swamp Road. The design; construction, and installation shall be approved by the Town.
2. The Developer shall own, operate, and maintain pump station and force main. The
Town makes no claim of ownership of said force main, or pump station.
3. The Town shall be responsible for obtaining any and all permits needed to process the
waste at the Town treatment facility.
4. The Developer shall be responsible for obtaining any and all permits needed to
discharge the waste water to the Town sewer system and shall comply in all respects with all
rules, regulations, and ordinances of the town, both those currently in effect as well as those
adopted in the future, as they apply to other similarly classified Town sewer system users.

01 05:44a MOUNTAIN RIR DEVELOPMENT 8281682-4128 p.6
5. The Developer shall pay all rates, fees, and charges for such sewer services in
accordance with applicable rates, fees, and charges as are currently in effect and that may be
adopted in the future by the Town.
6. A meter shall be installed in accordance with the approved plans at the Burnsville
Wastewater Treatment Plant, with the meter remaining the property of the Developer and
installed and maintained at the expense of the Developer, except as otherwise provided herein.
The meter shall be and remain accessible to the Town and Developer at all times and shall
continuously measure the wastewater being discharged to the Town sewer system. The meter
shall be a magnetic type meter preapproved prior to construction by the Town and shall measure
in gallons or such other measure as shall be designated by the Town,
7. The Developer shall be responsible for calibration of the meter no less often than once
every twelve (12) months. The Developer shall properly calibrate the meter, or cause such
calibration, within the time frame stated above in the presence at and with the approval of the
calibration results by the Town, Should the Town request additional calibration efforts more
frequently than specified in the time frame stated above, the additional calibration shall be
performed by the Developer within sixty (60) calendar days of such request under the same
conditions of Town presence and approval. The cost of such requested additional calibration
efforts shall be at the expense of the Developer if the precalibration inaccuracy was greater than
two percent (2%) in either direction. The cost of additional calibration efforts shall be at the
expense of the Town if the prccalibration inaccuracy was less than two percent (2%) in either
direction.
8. In addition to any other requirements included in this agreement, either directly of by
reference, the Developer shall install and render operable a grease trap or grease traps in the
outlets sewer line(s) from all food handling operations, i.e., preparation and washing. The grease
trap(s) shall be inspected and approved by the Town prior to any discharge to the Town sewer
system and shall remain accessible to the Town personnel for subsequent inspection and
approval. Any improper operation and/or maintenance of such grease trap(s), which is not
corrected within thirty (30) days from the time Developer is made aware thereof, will be
considered just cause for termination of service.
4. In addition to any other requirements included in this agreement, either directly or by
reference, the Developer shall install and render operable an oil and grease separator in the outlet
sewer line(s) from any equipment maintenance or washing area that, in the opinion of the Town.
has the potential to discharge oil and/or grease. Should it be necessary to install any such
facilities, they shalt be inspected and approved by the Town prior to any discharge to the Tovn
sewer system and shall remain accessible to Town personnel for subsequent inspection and
approval. Any improper operation and/or maintenance of oil and grease separator(s), which is not
corrected within thirty (30) days from the time Developer is made aware thereof, will be
considered just cause for termination of service.
10. The wastewater discharged to the Town sewer system under this Agreement shall be
a maximum of 160,000 gallons per day (gpd) discharged at a maximum rate of 400 gallons per
minute (gpm) as accounted for by the meter in item 6 above. The Developer will be allowed to
sell, construct on, and utilize any portion. of the development as long as the volume of wastewater
measured at the above mentioned meter does not exceed that flow herein stated. This allocation
shall remain in effect for a period of ten (10) years from the date of this agreement. 4n the
expiration date of the ten (10) year period, any portion of the flow allocation which remains
unused by Mountain Air Development Corporation, Inc., or its successors and assignees, shall be

01 08:46a MOUNTAIN AIR DEVELOPMENT 0281602-4125 p.7
1
automatically and unconditionally returned to the Town of Burnsville for their use if approved by
the State DEHNR.
11. The sewer line is already constructed by the Developer.
12. This Agreement shall be construed under the laws ofthe State of North Carolina,
13, This Agreement shall be binding upon the parties, their successors, and assigns. It is
expressly understood and agreed that Developer may, with prior approval from the Town; which
approval shall not be unreasonably withheld, transfer and assign, subject to any required approval
from the North Carolina Department of Environmental Management, the Developer's rights and
obligations under this Agreement.
14. This Agreement contains the complete understanding of the parties with respect to the
subject matter hereof and supersedes any prior written or oral understanding or agreement and
may be amended only with the written consent of the parties hereto or their successors or assigns.
15. The parties hereto ratify any acts hereinbefore specified to be done by any of the
parties, which have in fact been commenced or completed at the time of the execution of this
Agreement.
IN WITNESS WHEREOF, the parties have caused tlus Agreement to be executed in
duplicate, all pursuant to governmental and corporate authority duly granted by their respective
governing boards, the day and year first above written.
TOWN OF BURNSVILLE
gyy�•�-nrrt.--
Hon. Marvin Holland, Mayor
Attest:
Linda Brown, Clerk
MOUNTAIN AIR DEVELOPMENT
CORPORATION /
By
William R. Banks, Vice President
A est:
JealH, Banks, Asst. Sccretary

Mountain Air Country Club
Running Sewer Allocation Totals
8/17/2001
Development
Number of
Units
Number of
Bedrooms
Flow per
Bedroom
Total
Flow pd)
Development
Flows d)
Brandy Run and Club Villas
24
75
425
11,025
2
75
3,3 600
Stoney Falls and Slick Rock Lodge
16
2
75
2,400
5,100
12
3
75
2,700
Phase Two
84
3
75
18,900
18,900
Spring Cove
45
3
75
10,125
13,125
20
2
75
3,000
Ivy Ride
11
3
75
2,475
2,475
Heritage Ridge Villas
25
3,750
10
2
75
1,0
Camps at Creekside
20
4,500 00
10,500
2
75
Ivy Point and Boulder Pass
4,200
2
3
75
2,700
Rocky Knob
33
3
75
7,425
7,425
Austin Mountain (In Progress)
22
3
75
4,950
4,950
Lookout Peak
22
3
75
4,950
4,950
Sunset Point
26
3
75
5,850
6,450
4
2
75
600
Cooper's Ridge
70
3
75
15,750
17,100
5
2
75
750
30
Seats Bar
20
600
Hemlock Bluff
72
3
75
16,200
16,200
Total
126,150
109, 950
Allocation Total
160,000
GPD
Flow Allocated
126,150
GPD
Remaining Allocation
33,850
GPD

PUBLIC HEARING
Mountain Air Development Company
NORTH CAROLINA DIVISION OF WATER QUALITY
PUBLIC NOTICE is hereby given that Mountain Air Development Company, represented by Mr.
William A. Banks has applied to the North Carolina Division of Water Quality for a Water Quality
Certification pursuant to Section 401 of the Federal Clean Water Act and Water Quality Commission
rules in 15A NCAC 2B .0101, 15A NCAC 2B .0231 and 15A NCAC 2H .0500. This is an amended
Notice.
The activity for this Certification is sought to impact 1,965 linear feet of jurisdictional unnamed perennial
tributaries to Banks Creek and 0.25 acres of adjacent wetlands to construct an additional 9 hole golf
course and residential development within a 396 acre tract of the Mountain Air Country Club located off
of Phipp's Creek Road in Burnsville, Yancey County, North Carolina. Proposed compensatory mitigation
for these impacts is the restoration of 1,965 feet of stream in an adjacent hydrologic unit (HUC), 4 acres
of wetlands preservation for the 0.25 acres of wetland impact and 9,825 feet of stream preservation
through the use of a deed restriction.
The public is hereby notified that a public hearing for the Division of Water Quality will be held on
Thursday, October 18, 2001 starting at 7 p.m. at the Library at Cane River Middle School, off of US 19E
across from Price's Creek Store, Burnsville, North Carolina. The Division of Water Quality intends to
make a decision whether or not to issue the 401 Water Quality Certification by December 16, 2001.
The public is invited to comment in writing to the Division of Water Quality on the above -mentioned
application as well as during the Public Hearing. Speaking times may be limited to 3 minutes maximum
per speaker. The final time limit shall be determined on the day of the hearing depending upon the
number of speaking slots requested. Those who want to speak must register at the hearing. Mountain Air
Development Company will be asked to prepare a project presentation not to exceed 30 minutes in length.
Written comments may be forwarded at any time before or after the hearing provided that they are
received by the Division no later than November 17, 2001.
Comments should be sent to the N.C. Division of Water Quality, Non -Discharge Branch, 401/Wetlands
Unit, 1650 Mail Service Center, Raleigh, NC, 27699-1650, Attn: Todd St. John (919-733-1721, FAX:
919-733-6893). The physical address of the 401/Wetlands Unit (for UPS, FedEx, or other express mail
services) is 2321 Crabtree Blvd., Raleigh, NC, 27604-2260.
Copies of the 401 application, including the mitigation proposal, are on file at the DWQ Regional Office
at 59 Woodfin Place, Asheville, North Carolina (Asheville Regional Office phone [phone], FAX
[phone]) as well as the Raleigh location above. These files are available for review during normal
business hours (8:00 a.m. to 5:00 p.m.) and may be inspected by the public. File materials can not be
removed from the respective Division of Water quality Offices; however, copy machines are available at
$0.10 per copy. Please note that all public comments will be received and available for review at the
Raleigh location only.
Gregory J. Thorpe, Ph.D.
Acting Director
N.C. Division of Water Quality
Date: August 22, 2001

PHONE:
TO:
N. C. DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES
DIVISION OF WATER QUALITY
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
59 WOODFIN PLACE
ASHEVILLE, NORTH CAROLINA 28801
828/251-6208 FAX: [phone]
r
N
FAX # :
t
FROM:
DATE: /
# OF PAGES INCLUDING THIS COVER:
MESSAGE: If questions, please call 828/251-6208.
Cot lechlon SYsterv) pl,�y
N (pu r p/ e Pa52s)

FFM i 111 4-511 qu H -Rat FIJI1.1EIL FAX NO, Ian. 29 2001 10:2SAM P12'
State of North Carolina
Department of Environment and Natural Resources
Division Of Water Quality
WA,ri?,RSHEED CLASSIFICATION ATTACHMENT
An cliang4� made to this form will result in the appiktatitrn heinx returned.
(MIN P01M MAY BA: PHOYOCOP1E1) hCIR f /1VT AN AN ORIGINAL)
',I'n ctatormim the classif leation of the watersheds) ih whiob tiro =*Oct Ptc*t will be irx�tsied, you are rtquired to
submit. this Cat'm, with ROM 1 through 8 t;otttpleted, to the appropriate Division of Water Quality RegiDT141 MM'
W iltel' Quality Stlpt%rvimf IMM Page 2 of 2) prior to subnitW of the oppliastian for review. At a min'rrnum, you mual
iu4ittdt Kit k�.5" by ! V copy of the portion of a 7.5-minuto USQ8 TopqroPWC WP that chows the rurface welters
ivaucrliawly downslop col`the prr> ect. You VWst ldlenttfy the location of the prajert and the Q10061 dowYtslope surface
watvl (•wators for wl ich ,you are requesting the cla�cstion) nn the eubtl*led ttusp copy• if the facility is lncatn i-
tht! NOusc iiivrr Basin, tllsa irsrtude a copy aftlt+ ismit t�irvey ta$l+tbr the project locatmn. The
cosetPpon$irilq nOn-
discharge t;tpplientioa +nay not be submitted ust l this form is twplo kd by the appropriate regional of'Ctce and
incloded with the xuhmittaL
l . Applicani's nuunr, (imme of the vtunicip44, corporation, individu&4 etc.):1'R�+r n.t.a i t] Air .. ---
tacv(:•inpmtpnt corporation
Nuu,antotic.csrssgsluw:uldrmssofx}�pTiCa:tt: $Tan-dY antes
city. A U r n v v i 1 Z e State: RIC Zip. 28714
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! S'trgouf;rryphic rgeeiYfffiaba891� date: T1�P4S — 11t�i �J 9f�Pi- .........
o
Ntsni, (:f1°l;�l'trndP a teer's, scat s' re, and date: RECEIVED
0
UAL 17Y SECTIOSFA
�®��ssl�ti.;
3349
WATERS
I'M HFA,
QUALITY S1lfPILRVISOR
Non -Discharge Pen -Ong
1110ary ployiticr ills. li'FA�'LlassiCicttlon(a) of the sourfioe waters, water0wd(s). and appropri4to river bwin(%) where
tht;tir uc:livities will occur, as jdontifi► ed on* AUV, ►* m agmont' g
_ 1J,a <1 li.:� ,...(.�r�' I �f, 1 it `% f~ Ped�e7
Munc(s) t+l` Sut 1'ttue waters and river basin(s): W . _• —�
CIt my;iticaiion(s) (as e,;tablished by the FRMC): ... r.• 77vrL .--- _._ _ ....._.. •_,__:..._..__ _ ..
propmrd c.tn,rr,ricnhnn(y), if appllnable: _ j, �....... ._ .._........, _..
pl rr i# 64f _d tescvwrCeas ' t �'C ,f
itiveiburinbufl'esruli+s,it's :liCeble: IL!�"—�__..-., ��t�'c_
c.
siituaturt< of reµiunAl office personnei: 01,...._._.._
FORM, WS('•A i 0/99 Page i of 2

Pebru rV2, 2001
K r T. Stevens, Director
CDENR
Division of Water Quality
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Sunset Point Development
Mountain Air Country Club
Yancey County, North Carolina
Dear Mr. Stevens,
CAVANAU G H
Solutions through integrity and partnership
F
ORFPtygT ?odl
CTCRS QO,
F4 J'
Please find enclosed for your review and approval, the following:
1. Two copies of plans
2. Two copies of applications
3. Two copies of calculations
4. A copy of the executed WSCA 10/99 form
5. A check for $400.00
6. Correspondence from the NC Utilities Commission's Public Staff
7. Three copies of the operational agreement
8. A copy of the flow acceptance letter
9. A copy of a wastewater usage spreadsheet
10.A copy of the NCDENR flow reduction letter
This development will consist of both gravity and pressure sewer lines. Mountain Air
Utilities Corporation is in the process of becoming a Public Utility Corporation. As you
will see in the correspondence, only a few items are outstanding.
If you have any questions or comments, please feel free to contact me. Thank you for
your cooperation.
Sincerely,
CAVANAUGH & IATES, P.A.
Oe
Larry K. Barthelemy, IV, E.I.
Enclosures
6U41ILWed 9BJ124%IG-uoN
CC: Mr. Randy Banks, Mountain Air Development Corporation
Mr. Carl McConnell, Mountain Air Utilities Corporation �507, 6
NOi103S �llld(li7 831VIA
G:\ADWGS\00-022\Sunset Point\Kerr_Stevens _02 02 01.doc a 3 A 1'FI Q 3 a
S

NON NPDES FACILITY AND PERMIT
DATA 02/14/01
14:05:38
UPDATE OPTION TRXID 50U KEY WQ0019630
PERSONAL DATA FACILITY APPLYING
FOR PERMIT APP/PERMIT
FEE-$ 400.00
REGION
FACILITY NAME>.MTN AIR DEV CORP-SUNSET POINT2
COUNTY> YANCEY
01
ADDRESS: IMAILING (REQUIRED) ENGINEER:
CAVANAUGH & ASSOC
STREET: PO BOX 1037
STREET:
306 W HAYWOOD ST
CITY: BURNSVILLE ST NC
ZIP 28714 CITY:
ASHEVILLE ST NC
ZIP 28801
TELEPHONE [phone]
TELEPHONE:
828 255 7596
STATE CONTACT> SERG-PS/ARO
FACILITY
CONTACT WILLIAM R. BANKS
TYPE OF PROJECT> SEWER -PRIVATE
LAT: LONG:
DATE APP RCVD 02/09/01
N=NEW,M=MODIFICATION,R=REISSUE>
N
DATE ACKNOWLEDGED 02/14/01
DATE REVIEWED
/ / RETURN DATE
REG COMM REQS / /
DATE DENIED
/ / NPDES #-
REG COMM RCVD / /
DATE RETURNED
/ / TRIB Q
.0000 MGD
ADD INFO REQS / /
OT AG COM REQS
/ / TRIB DATE-
ADD INFO RCVD / /
OT AG COM RCVD
END STAT APP P 05/10/01
DATE ISSUED
/ / DATE EXPIRE
FEE CODE( 7)1=(>1MGD),2=(>10KGD),3=(>1KGD),4=(<1KGD+SF),5=(S>300A),6=(S<=300A),
7=(SENDEL),8=(SEDEL),9=(CLREC),0=(NO FEE) DISC CODES 05 ASN/CHG PRMT
ENG CERT DATE / / LAST NOV DATE / / CONBILL( )
COMMENTS:
MESSAGE: *** DATA ADDED SUCCESSFULLY ***
UIMHU3 D 5090
MOUNTAIN AIR DEVELOPMENT CORPORATION
P.O. BOX 1037
BURNSVILLE, NC 28714 66-162/531
BRANCH 03955
DATE �'— Z>����
PAY Wr
ow
TO THE t
i
ORDER OF z!......-----
�
First Union National Bank
Fff%N®
R/T 053101626
FOR�� /ol
0000 50 90u' 1:0 5 3 10 16 261:
'8 s.wnn �e+nx..
incivaea.
o.un: an way
!� L_ NP
20 7 68800 L 3 9 3 u'

15:20 PU3L)C STAFF y 88286620620
.. 005 901.
7 = 4_11"Ot l Ae cap d
12 ��G�� - d6;. d
f s! f
A „,y Thh y
Wy.X
NORTH CA]R©LINA
PUBLIC STAFF
UTILITIES COMMISSION
N& Carl McConnell
Mountain Air Utilities Corporation
P. 0. Box 1090
Burnsville, North Carolina 28714
December 20.2000
RE: MattnWn Air Utilities Corporation
Docket No. W-1148
Engineering Data Request #3
Deaf Mr. McConnell:
The Public Staff needs more information in order to continue the review of your
application for a Certificate of Public Convenience and X, =ssity. The Utilities Commission has
scheduled the public hearing on your application for February 1 S, 200).
Please provide a response to the attached data request by January 4, 2001. if you are
1 unable to meet the response date, please call me at [phone] becuu5c I muy need to
reschedule the hearing.
If you have any questions, please call'.
Sincerely.
//jaB. Lncas, P.L
Utilities Engiut �r
Water & Sewer Division
c: Kim Kelly, l4unton & Williams
Michelle Boswell
ftecalve Duectar cmMUoltlarl0nk
fiUMMic 1te+SWICA Legal
iYamp0natV
733.2435 733-2610
733.2902 733-4110
735.77b6
AecewilinQ Corinmu Ser-mm
Nowell Gus
Wecr7
713•4279 ^3.1.9277
7i9.2261+ 733.4326
713.560
4326 Mnij service center i Raieijo, Nonh Caroline ;704-4326 • far. 019) 7».ysa5
Au Equal CoppOrtuNi1•!
AtrMAlive Aain Empbyu

State of North Carolina
Department of Environment and Natural Resources p 0
Division of Water Quality °° �GT�4 el
4,
FAST -TRACK APPLICATION `�� -9,7 `sFcB
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE 4ANSo� �°'P
(Pressure sewers systems are not to be included as part of this application package) 0k
THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL.
INSTRUCTIONS: Indicate that you have included the following list of required application package items by signing your
initials in the space provided next to each item. Failure to submit all required items will lead to additional processing and review
time for the permit application.
X A. Application Form - Submit one original and one copy of the completed and appropriately executed application form.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not need
to submit detailed plans and specifications unless you respond NO to item IV.6. and/or item IV.10.
X B. Attachment - Submit the completed and properly executed Form VVSCA 10/99 for each watershed within the project
location.
_X C. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of Environment
and Natural Resources (NCDENR).
_ D. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a privately -
owned public utility, submit two copies of the Certificate of Public Convenience and Necessity, which demonstrates
that tthe public utility is authorized to hold the utility franchise for the area to be served by the sewer extension. If a
Certificate of Public Convenience and Necessity has not been issued, provide two copies of a letter from the NC
Utilities Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected.
_X_ E. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if the
sewer extension will be serving residential or commercial lots (e.g., houses, condominiums, townhomes, outparcels,
etc.) that will be owned by a homeowners' association or developer. If the applicant is a homeowners' association, use
Form HOA 10/99. If the applicant is a developer, use Form DEV 10/99.
X F. Flow Acceptance Letters — if the owner of the downstream sewers and/or WVr'TF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF. Flow acceptance
letters must contain the following minimum information: applicant and project name, amount of flow accepted, and
name and permit number of the receiving sewers/W\A'TF. The flow acceptance must not expire prior to permit
issuance and must be dated less than a year prior to the application date. Intergovernmental agreements or other
contracts will not be accepted in lieu of a project -specific flow acceptance letter.
THE COMPLETED APPLICATION PACKAGE, INCLUDLNG ALL SUPPORTING INFOR]VIATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLO'"TNG ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 NORTH SALISBURY STREET, SUITE 1219
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH'NORTH CAROLINA 27604
TELEPHONE NUMBER: (919) 733-5 083
FACSIMILE NUMBER: [phone]
For more information, visit our web site at: h2o.ennstatemc.us/ndpu/
FORM: FTA 06/00
Page 1 of 5

Application Number: (to be completed by DWQ)
I. GENERAL INFORMATION:
1. Applicant's name (name of the municipality, corporation, individual, etc.):
II.
Mountain Air D valopment p poration
2. Owner's or signing official's name and title (15A NCAC 2H .0206(b)):
Wi 1 l i am R Ranteay Presid.-n .
3. Name and complete address of applicant: William R . Banks
_2.0. Box 10 7,
City: Burnsville State: NC Zip: 28714
Telephone number: ( 8 2 R) 6 R 2— 3 6 C 0 Facsimile number: ( R 2 R )6 R 9= 41 2 9
4. Project name (name of the subdivision, facility or establishment, etc.):
Sunset Point Development — Mountain Air Country Club
5. County where project is located: Yancey
6. Fee submitted: $ 400.00 (See Instruction C.)
7. Name and complete address of engineering firm: Cavanaugh & Associates, P.A.
_306 W_ Haywnnd Rtrppt
City: Asheville State: NC Zip: 28801
Telephone number: ( 828 ) 255-7596 Facsimile number: ( 828) 255-0770
8. Name and affiliation of contact person who can answer questions about application:
Larry Wi Rai-fbelam)t, TAT., E I
PERMIT INFORMATION:
1. Project is: _ _gnew; modification
2. If this application is being submitted as a result of a modification to an existing permit, provide:
existing permit number
and the issuance date
3. Applicant is: public X private
If private, units (lots, townhomes, etc.) are: ]eased (Ship to item III.); X sold
If sold, facilities owned by a: ., X— public utility (See Instruction D.);
homeowners' association/developer (See Instruction E.)
III. INFORMATION ON WASTEWATER:
1. Please provide a one- or two -word description specifying the origin of the wastewater (school,
subdivision, hospital, commercial facility, industry, apartments, condominiums, etc.):
Resid.ential__Community.
2. Volume of wastewater generated by this project: 6,450 gallons per day
3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(1)):
[26 Units x (3 bedrooms)+4 Units x (2 bedrooms)] (75GPD/Bedroom)
4. Nature of wastewater: X % Domestic/Commercial; % Industrial;
% Other waste - specify:
FORM: FTA 06/00 Pa-e 2 of 5

5. If wastewater is industrial in nature:
a. Level of pretreatment that has been provided to ensure protection of the receiving collection system
and wastewater treatment facility: N/A
b. If a pretreatment permit is required, has one been issued? Yes; No. If yes, please
attach a copy of the pretreatment permit. If no, provide date application was submitted:
IV. DESIGN INFORMATION:
1. Brief project description: A sewer system consistinq of gravity and pressure
2. Owner and name of wastewater treatment facility (WWTF) receiving wastewater (See Instruction F.): _
Town of BurncviIIe
3. WV,'TF permit number (NC00*"`*** or WQ00***:**): gn g q n
4. List the owner(s) of any intermediate sewers if different from applicant or owner of WWTF (See
Instruction F.):
5. Summary of GRAVITY SEWER to be permitted:
Diameter Length
(inches) (linear feet)
11
psi
6. Does the subject gravity sewer collection system comply with the most recent version of the Gravity
Sewer Minimum Design Criteria and 15A NCAC 2H .0200? Yes; No. If no, please
identifycriteria and explain: Exceeds maximum slope We have required concrete
anchors.
7. Summary of PUMP STATIONS to be permitted:
No. or
Name
Design Floe
(MGD)
Pump Operational Points
—GPM @ feet TDH
Reliability Option
Selected
88 TDH
Portable Generator
ookup
FORM: FTA 06/00 Page 3 of 5

8. Summary of FORCE MAIN to be permitted:
9. List any equipment being utilized that is not specifically mentioned elsewhere in the application or as
part of the Minimum Design Criteria (e.g., telemetry, hoist, odor control equipment, mechanical bar
screens, etc.): N/A
10. Do the subject pump stations and force mains comply with the Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains document adopted June 1, 2000 and 15A NCAC 2H
.0200? X Yes; No. If no, please identify criteria and explain:
NOTE: If you responded NO to item IV.6. and/or item IV.10. above, two (2) copies
of detailed plans, specifications, supporting information, and any other materials
pertaining to the identified criteria should be submitted with the
completed and appropriately executed application form.
FORM: FTA 06/00 Page 4 of 5

V. CERTIFICATIONS
Professional Engineer's Certification:
I, Robert E . Turner, PE, attest that this application for Sunset 'Point Development
Mountain Air Country Club
has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum
Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000. Although certain portions of
this submittal package may have been developed by other professionals, inclusion of these materials under
my signature and sea] 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 143-215.613, 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.
North Carolina Professional Engineer's seal, signature, and date:
aoaooaaoaneeeeepep
aAepe
3549 "moo
0��, •• NCI NE� . °�`�` e`4
m� eJ
O
_ 4_D/
Applicant's Certification:
1, William R . Banks , attest that this application for
RECEIVED
WATER QUALITY SECTION
FEE_ 9 20(�1
Non -Discharge Permitting
Sunset Point Development
Mountain Air Country Club 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 information and attachments are not included, this
application package will be returned to me as incomplete. Note: In accordance with NC General Statutes
143-215.6A and 143-215.613, 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 el!,,48 civil penalties up to $25,000 per violation.
Signature:
Date: 1 / 2 9 / 01
FORM: FTA 06/00 Page 5 of 5

State of North Carolina
Department of Environment and Natural Resources T/,'
Division of Water Quality �Fca
FAST -TRACK APPLICATION �'�,� `,� Kati
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL.
INSTRUCTIONS: Indicate that you have included the following list of required application package items by signing your
initials in the space provided next to each item. Failure to submit all required items will lead to additional processing and review
time for the permit application.
X A. Application Form - Submit one original and one copy of the completed and appropriately executed application form.
Any changes to this form will result in the application being returned. The Division of 'Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You d_ o not need
to submit detailed nlans ands ecifications unless you res nd NO to item 1\1.6. and/or item 1\7.10.
X B. Attachment - Submit the completed and proper)), executed Form WSCA 10/99 for each watershed within the project
location.
_ X C. Application Fee - Submit a checlt in the amount of S400 made payable to: North Carolina Department of Environment
and Natural Resources (NCDENR).
*_ D. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a privately -
owned public utility, submit two copies of the Certificate of Public Convenience and Necessity, which demonstrates
that the public utility is authorized to hold the utility franchise for the area to be served by the sewer extension. If a
Certificate of Public Convenience and Necessity has not been issued, provide two copies of a letter from the NC
Utilities Commission's Public Staff that states that an application for a franchise has been received, that the service are
is contiguous to an existing franchised area, and/or that franchise approval is expected. a
_ * E. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if the
sewer extension will be serving residential or commercial lots (e.g., houses, condominiums, townhomes, outparcels,
etc.) that will be owned by a homeowners' association or developer. if the applicant is a homeowners' association, use
Form BOA 10/99. If the applicant is a developer. use Form DEN? 10/99.
_ X F. Floc Acceptance Letters — If the otivner of the downstream sewers and/or NVINTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and \\INITF. Flow acceptance
letters must contain the following minimum information: applicant and project name, amount of flow accepted, and
name and permit number of the receiving sewers/R'1\'TF. The flow acceptance must not expire prior to permit
issuance and must be dated less than a year prior to the application date. Intergovernmental agreements or other
contracts will not be accepted in lieu of a project -specific flow acceptance letter.
TID COMPLETED APPLICATION PACKAGE. INCLUDING ALL SUPPORTING INFOPALATION AND
J�L&TERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTNIENT OF ENVIRONMENT AND NATURAL RESOURCES
DIN71SION OF WATER QUALITY
NON -DISCHARGE PERMITTING LN T
By U1.S. Postal Service: By Courier/Special Deliverv:
1617 MAIL SERVICE CENTER 512 NORTH SALISBURY STREET, SUITE 1219
RALEIGH, NORTH CA.ROLINA 27699-1617 RALEIGH, NORTH CAROLLNA 27604
TELEPHONE NUA'[BER: [phone]
FACSIMILE NUMBER: [phone]
For more information, visit our web site at: h2o.enr.s1a1e.nc.us/ndpu1
FORM: FTA 06/00 Page I of 5

4
I. GENERAL INFORMATION: Application Number: (to be completes by DwQ)
1. Applicant's name (name of the municipality, corporation, individual, etc.):
Moun
2. Owner's or signing official's name and title (15A NCAC 214.0206(b)):
-W113 1 7�m R Banks Rrcai dent
3. Name and complete address of applicant: William R . Banks
_2-0, Box 1097, _.
City: Burnsville State: NC
Zip: 28714
Telephone number: ( 8 2 R) 6 2— 9 h 0 0 Facsimile number: { R 2 R )6 R 2— 41 2-9
Project name (name of the subdivision, facility or establishment, etc.):
Sunset Point Development — Mountain Air Countr
Club
5. County where project is located: Yancey
6. Fee submitted: S 400 .00 (See Instruction C.)
7. Name and complete address of engineering firm: Cavanaucfh & Associates, P.A.
306 W- Havwnnd street
City: Asheville State: NC Zip: 28801
Telephone number: ( 828 ) 255-7596 Facsimile number: ( 828 ) 255-0770
8. Name and affiliation of contact person who can answer questions about application:
.Larry K - Barthel rimy, TV., F I
II. PERMIT INFORI1ATION:
1. Project is:. X new; modification
2. If this application is beincy submitted as a result of a modification to an existing permit, provide:
existing permit number and the issuance date
3. Applicant is: public X private
If private, units (lots, townhomes, etc.) are: ]eased (Ship to item III.); X sold
If sold, facilities owned by a: �_ public utility (See Instruction D_);
homeowners' association/developer (See Instruction E.)
III. INFORNIATION ON WASTEWATER:
I. Please provide a one- or two -word description specifying the origin of the wastewater (school,
subdivision, hospital, commercial facility, industry, apartments, condominiums, etc.):
Residential Community
2. Volume of wastewater generated by this project: _ 6,450 gallons per day
3. Explanation of how wastewater flow was determined 05A NCAC 2H .0219(])): `
[26 Units x (3 bedrooms)+4 Units x (2 bedrooms)] (75GPD/Bedroom)
4. Nature of wastewater: X % Domestic/Commercial; %n Industrial;
% Other waste - specify:
FORM: FTA 06/00

5. If wastewater is industrial in nature:
a. Level of pretreatment that has been provided to ensure protection of the receiving collection system
and wastewater treatment facility: N/A
b. If a pretreatment permit is required, has one been issued Yes; No. If yes, please
attach a copy of the pretreatment permit. If no, provide date application was submitted:
IV. DESIGN INFORMATION:
I. Brief project description: A sewer system consisting of gravity and pressure
2. Owner and name of wastewater treatment facility (WWTF) receiving wastewater (See Instruction F.): _
Town of B1rrn_qvi1]e
3. 1WNVTF permit number (NC00:':*:*'':s, or WQ00**'`**):'02 q n
a. List the owner(s) of any intermediate sewers if different from applicant or owner of WWTF (See
Instruction F.):
5. Summary of GRAVITY SEMIER to be permitted:
Diameter Length
(inches) (linear feet)
3507
200
6. Does the subject gravity sewer collection system comply with the most recent version of the Gravity
Sewer Minimum Design Criteria and 15A NCAC 2H _0200? Yes: No. If no, please
identify criteria and explain: Exceeds max' mum slope We have required concrete
anchors.
7. Summary of PUMP STATIONS to be permitted:
No. or
Name
Design Flow
(MGD)
Pump Operational Points
_ GPNI @ feet TDH
Reliability Option
Selected
Q.006
GPM-.n 88 TDH_Portable
Generator
ookup
FORM: FTA 06/00 paoP ; rf 1;

8. Summary of FORCE MAIN to be permitted:
9. List any equipment being utilized that is not specifically mentioned elsewhere in the application or as
part of the Minimum Design Criteria (e.g., telemetry, hoist, odor control equipment, mechanical bar
screens, etc.): N/A
10. Do the subject pump stations and force mains comply with the Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains document adopted Tune 1, 2000 and 15A NCAC 2H
.0200? X Yes; No. If no, please identify criteria and explain:
NOTE: If 'You responded NO to item IN7.6. andlor item B7.10. aboz,e, two (2) copies
of detailed plans, specifications, supporting information, and any other materials
pertaining to the identified criteria should be submitted with the
completed and appropriately executed application form.
FORM: FTA n6lon

V. CERTIFICATIONS
Professional Engineer's Certification:
1, Robert E . Turner , PE, attest that this application for Sunset 'Point Development
Mountain Air Country Club
has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum
Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000. 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.
North Carolina Professional Engineer's seal, signature, and date:
�aatutaataaaarr°jf
L
;tr �' .. GlNEG . •�
Applicant's Certification:
1, William R. Banks
attest that this application for
RECEIVED
WATER QUALITY SECTION
Non -Discharge Permittlrtg
Sunset Point Development
Mountain Air Country Club 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 information and attachments are not included, this
application package will be returned to me as incomplete. 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 civil penalties up to $25.000 per violation.
Signature: Date: 1 / 2 9 /01
FORM: FTA 06/00 Page 5 of 5

Project# �.00.OZZ- �vc�NSEr
Sheet # S of 3
Designed by L /c 11 Date O/-A6-0/
Checked Date
CAVANAU G H
Solutions through integrity and partnership
?()"P S7,qT0n0 GALGs

Project # OCR 022- — SUNSGT
Sheet # 2- of 3
Designed by L Date 0/-2. i-O/
Checked Date
( 1
� J
J
CAVANAU G H
Solutions through integrity and partnership
?OIIVj
P(uYYfP'-
T' iT76w 4�.ALc,4

ON
PUMP STATION
SUNSET POINT - MOUNTAIN AIR COUNTRY CLUB
DATE
01/26/2001
c=100
PUMP STATION #1 INV
3928.3
EX. PUMP STA. INV IN
4008.2
STATIC HEAD
79.9
LENTGH OF
PIPE
440
+ 10% =
484
GPM
MGD
LINE SIZE
HL/1000'
LENGTH
@ L.F.
STATIC
TDH
0
0
3
0.000
484
0.00
79.9
79.90
10
0.0144
3
0.698
484
0.34
79.9
80.24
20
0.0288
3
2.516
484
1.22
79.9
81.12
30
0.0432
3
5.326
484
2.58
79.9
82.48
40
0.0576
3
9.069
484
4.39
79.9
84.29
50
0.072
3
13.704
484
6.63
79.9
86.53
60
0.0864
3
19.202
484
9.29
79.9
89.19
70
0.1008
3
25.539
484
12.36
79.9
92.26
80
0.1152
3
32.695
484
15.82
79.9
95.72
90
0.1296
3
40.655
484
19.68
79.9
99.58
100
0.144
3
49.404
484
23.91
79.9
103.81
Page 1

Ali
OMEN■■■■■■ OMENS ■■NEM■■■MEM■■■■OM■■■ - D,.D
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; STANIMPELLER SIZES
MENEM mmmon OMENS MOONS MESON MENEM MOORE Pump, HP Imp. Dia.
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■ ' --mom ■m■■/ ■■■m■ ■■■■■ MOON■ ammo■ Max. Impeller Size For SGV3002L
*Max. Impeller Size For SGV5002L.
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IN MMhh'qM WOMEN nomwrd
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■E■E■m■m■■M■E■■MEN■■M■■EME■■■■m■\i!■■m►!Sm■■►\E\.`■ MORES moons
■■■■■■■■■■■■i■■M■E■■■■■■■M■■■■■■■■■►�■■■�\■■■\�■■\\■■■M■■Sim
KNEES! MOONS ■ENE■ SEMEN ■EN■■WOMEN M■■■■M\0\M■&OWN■■►"■\\M■■MEN■■
■m■EOM■■■■■m■■/■■Em■■■■■O■mmEON■■MOON■\:■■■\�E■■\:■►f■■■■■■■
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■M■■■■■■■■■■■■■■■■■■■O■■■■■■■■■■■■■■■■■■■■■■��■■.�■■■■■■SOME
1
MEMBER

SECTION
313
PAGE
9
DATE
2/97
REPLACES
1/95
inches
(mm)
13.56
I
( )7.50 1.50
LWNMPuWs, rac.
' (191) (38)
28.25
i (718)
4.56
O (11s)
" -
9.12
1232)
NPT DISCH.
4.43
(113)
MODEL PART HP VOLT PH RPM
NEMA FULL LOCKED CORD
CORD
CORD
NO. NO. (NOM)
START LOAD ROTOR SIZE
TYPE
O.D.
CODE AMPS AMPS
SGV3002L 084798 3 200 1 3450
G 27.0 86.0 10/4
SO
0.745
SGV3022L 084799 3 230 1 3450
G 23.0 75.0 10/4
SO
0.745
SGV3062L 084800 3 200 3 3450
J 15.0 65.0 10/4
*SO
0.745
SGV3032L 084801 3 230 3 3450
J 13.0 56.6 10/4
SO
0.745
SGV3042L 084802 3 460 3 3450
J 6.5 28.3 10/4
SO
0.745
SGV3052L 088861 3 575 3 3450
1 5.2 22.6 10/4
SO
0.745
SGV5002L 084803 5 200 1 3450
F 42.0 134.0 6/4
SO
1.010
-�
SGV5022L 084804 5 230 1 3450
F 39.0 117.0 8/4
SO
0.780
SGV5062L 084805 5 200 3 3450
H 25.0 94.0 10/4
SO
0.745
SGV5032L 084806 5 230 3 3450
H 2O.0 81.4 10/4
SO
0.745
SGV5042L 084807 5 460 3 3450
H 10.0 40.7 10/4
SO
0.745
SGV5052L 088862 5 575 3 3450
H 8.0 32.5 10/4
SO
0.745
SGV7532L 084808 7.5 230 3 3450
F 24.0 102.0 10/4
SO
0.745
SGV7542L 084809 7.5 460 3 3450
F 12.0 51.0 10/4
SO
0.745
SGV7552L 088863 7.5 575 3 3450
F 9.6 40.8 10/4
SO
0.745
Standard Units:
Temperature sensor cable is 14/2 SOW, 0.530 OD.
(Optional - Moisture/Temperature sensor cable for all models is 18/5
SOW, 0.476 OD., replaces Temp sensor cable.)
CSA Listed Units:
(Optional - CSA Listed Power cable for all models is SOW, with same dimensions as STD. units & Temp sensor cable is 1412 SOW, 0.530
O.D.)
(Optional - CSA Listed Moisture/Temperature sensor cable is 18/5 SOW, 0.476 OD., replaces Temp sensor cable.)
IMPORTANT I
1.) PUMP MAY BE OPERATED "DRY" FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR AND/OR SEALS.
2.) THIS PUMP IS APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION II HAZARDOUS LOCATIONS.
3.) THIS PUMP IS NOT APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION I HAZARDOUS LOCATIONS.
4.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLED IN
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSIMFPA 70 AND/OR THE AUTHORITY HAVING JURISDICTION. THIS PUMP IS NOT
INTENDED FOR USE IN SWIMMING POOLS, RECREATIONAL WATER PARKS, OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED
MEDIA IS A COMMON OCCURRENCE.
CRANE®
A Crane Co. Company
PUMPS & SYSTEMS
Bames Pumps, Inc
Distributor Sales & Service Dept.
420 Third Street/P.O. Box 603
Piqua, Ohio 45356-0603
Ph: [phone]
Fax: [phone]
Bames Pumps, Inc.
Bid -To -Spec & Project Sales
1485 Lexington Ave.
Mansfield, Ohio 44907-2674
Ph: [phone]
Fax: [phone]
Bames Pumps Canada, Inc.
83 West Drive
Bramalea, Ontario
Canada L6T 2J6
Ph: [phone]
Fax: [phone]
MEMBER

ON
313
BARNESr
SGV
PAGE
.
DATE
2/99
SUBMERSIBLE GRINDER PUMPS
REPLACES
2197
Vortex
Specifications:
DISCHARGE:
2" (51mm) NPT, Vertical
LIQUID TEMPERATURE:
160°F (71 °C) Intermittent
VOLUTE:
Cast Iron ASTM A-48, Class 30.
MOTOR HOUSING:
Cast Iron ASTM A-48, Class 30.
SEAL PLATE:
Cast Iron ASTM A-48, Class 30.
IMPELLER: Design:
12 Vane,Vortex, With Pump Out
Vanes On Back Side. Dynamically
Balanced, ISO G6.3.
Material:
85-5-5-5 Bronze
SHREDDING RING:
Hardened 440C Stainless Steel
Rockwell® C-55.
CUTTER:
Hardened 440CStainless Steel,
Rockwell C-55.
SHAFT:
416 Stainless Steel
SQUARE RINGS:
Buna-N
HARDWARE:
300 Series Stainless Steel
PAINT:
Air Dry Enamel.
SEAL: Design:
Tandem Mechanical, Oil Filled
Reservoir.
Material.
Rotating Faces - Carbon
Stationary Faces - Ceramic
Elastomer - Buna-N
Hardware -300 Series Stainless
CABLE ENTRY:
25 ft. (7.6M) Cord. Pressure Grommet
for Sealing and Strain Relief.
SPEED:
3450 RPM (Nominal).
UPPER BEARING:
Design:
Single Row, Ball
Lubrication:
Oil
Load:
Radial
INTERMEDIATE BEARING:
Design:
Single Row, Ball
Lubrication:
Oil
Load.
Radial & Thrust
LOWER BEARING:
Design: Sleeve
Lubrication: Oil
Load: Radial
MOTOR: Design: NEMA L-Single Phase,NEMA B-Three
Phase Torque Curve. Completely
Oil -Filled, Squirrel Cage Induction.
Insulation: Class F.
SINGLE PHASE: Capacitor Start/Capacitor Run. Requires Overload
Protection to be Included In control panel. Requires Bames® Starter or
Control Panel which Includes Capacitors, or Capacitor pack.
THREE PHASE: Dual Votage 230/460; Requires Overload Protection to
be Included in control panel.
OPTIONAL EQUIPMENT: Seal Material, Impeller Trims, Moisture
Sensors (Requires Relay in Panel), Cable Length.
F
CRANE®
A Crane Co. Company
PUMPS & SYSTEMS
Barnes Pumps, Inc
Distributor Sales & Service Dept.
420 Third Street/P.O. Box 603
Piqua, Ohio 45356-0603
Ph: [phone]
Fax: [phone]
Series: SGV 3, 5, 7-1/2 HP
3450 RPM
(OPTIONAL)
s� 6 Canadian Standards Association
File No. LR16567
Description: ,
THE GRINDER PUMP IS DESIGNED TO
REDUCE DOMESTIC, COMMERCIAL,
INSTITUTIONAL AND LIGHT INDUSTRIAL
SEWAGE TO A FINELY GROUND SLURRY.
Sample Specifications: Section 3 Page 8.
Barnes Pumps, Inc.
Bid -To -Spec & Project Sales
1485 Lexington Ave.
Mansfield, Ohio 44907-2674
Ph: [phone]
Fax: [phone]
Barnes Pumps Canada, Inc.
83 West Drive
Bramalea, Ontario
Canada L6T 2J6
Ph: [phone]
Fax: [phone]
MEMBER

CAVANAUGH
Solutions through integrity and partnership
Project #.
Sheet # S of 3
Designed by Z- /C /I Date ®/- -�6 -oa
Checked Date I� Ste+%1©n> G/� L Gs
L0Ts _.
3 C 0,A VAI rs 2. 4-3 28E>zc)om)
4i',4MP vi✓rT`a ( Z 64MR W 1774 Z/-mars )
FG.c�w
UIVTS (3 i3tbfZoc,rd,sv/Vli'S l3f1)Room S)] 7S76Pb/l36l ,,2oum)
hex- V i` ow
,�VE2Al�' IJx}r �,Y F�.y�.J tG►q J�
►�+'- Y 1(� �5 (oars
1?��A Y— 1�/Aic,Y F(o(,J
2. 6, pig = I h, g 6pm
.�/� ► CuC-z �
' �) Am T�T� VL�i=T=.�(3 )2 2,26Gf�F� 211 G LIFT'
�issvm - /S 7—Imp Gyae
S7-01RA6e OeMcl)= /�,�3�A(, ( a :.- 2S2 GOAL
prriv
-zs-z 6Att-L�F�F-. Iq
L
1) 6c Grp s .3�%w��� 2 UsE: 71"of D,7
s A-m = --> 4o08;2 --�� _ �9, Fla'

CAVANAU G H
Solutions through integrity and partnership
Project # 3. (�C�. OSuN�CT �o trv�
Sheet # 2— of 3
Designed by I-K Date 0/-z6-O/
Checked Date 'y ✓� ��� '!�77�77 ON `"" LA'S
l 1 r~'y1 CS
FL ow
"1 ;v t TO Fi c. L --> lei ,5 � L, wrn Iry _ 2 2 ,1 FYI i,v
T ► P wu - > 14 8 6AL J26 , to e 2., 0 m / A/
\ S AL!
rh
2.4
m �-' -r-p 1(,t� --� _1L� 8 .SAL 'm 1N B, g M )A/
j� rvi T� IQv�1 > { Z, , n i� I (o 8 C-�>QLl(� - ' D, �7o
\ M V
AYE P'k =60
� �GL '1/�LoLiTY
VA 0
-=W 0 s) 0, / C_ Pff,
p
4 + G Pm �-CS�GP

30p3
PUMP STATION
SUNSET POINT - MOUNTAIN AIR COUNTRY CLUB
DATE
01 /26/2001
c=100
PUMP STATION #1 INV
3928.3
EX. PUMP STA. INV IN
4008.2
STATIC HEAD
79.9
LENTGH OF PIPE
440
+ 10% =
484
GPM
MGD
LINE SIZE
HL/1000'
LENGTH
@ L.F.
STATIC
TDH
0
0
3
0.000
484
0.00
79.9
79.90
10
0.0144
3
0.698
484
0.34
79.9
80.24
20
0.0288
3
2.516
484
1.22
79.9
81.12
30
0.0432
3
5.326
484
2.58
79.9
82.48
40
0.0576
3
9.069
484
4.39
79.9
84.29
50
0.072
3
13.704
484
6.63
79.9
86.53
60
0.0864
3
19.202
484
9.29
79.9
89.19
70
0.1008
3
25.539
484
12.36
79.9
92.26
80
0.1152
3
32.695
484
15.82
79.9
95.72
90
0.1296
3
40.655
484
19.68
79.9
99.58
100
0.144
3
49.404
484
23.91
79.9
103.81
Page 1

■■ MESON ■■■■ENE ■NEON ■Now ■■■■■■■
Pump HP Ir
3.0
aM■■M■■■MN NEON ■■E■MOO■■■■■■■■■
5.0
■EE■n OMEN MEN■M M■NEM MESON Mason
■■■MOO■■■■■■■■M■■■NM■■■■■■■■■O
a■■■ME■M■sNE■Eso■Mn■sMN■NME■ME
''-e;■ ■0■■■ ■■■■MOM OE■ OEM ■■ ■■NEa
so ONES sa■■EONES■■�■SNEMMEMSEEMS ■■■■■
*Max. Impeller Size For
Waz=n;■EONMENEM\i:�OMEN N■MENEM
■EN■M \\�Z =O■■■ ■NEON .�11■■ s■■■■
■■■ ENE ■\lli" lomNmO ■NY�n mad■■ ■a■■E ■E■■N ■NE■■ ■
MENEM aim ENE NFM=!Immmm
NEON NEESE
M■■ 0iZ=T;ssE■■■\��!��■■■■\:`�\�MNE\.!\■■■■■EEO■
■■aCN■■NNa\Zim"0milk\�►\■M■■a\��■■■E■\���■NN■N■
MENEM■MEN■s■a\���■■s■■EN\:�■OO��\Ens\���■■■\�■
\iz=n:OOM■ MESON ■\im"moons ■■i,"\Ma\�t�
■EN■►%ENE►
as MEN \aiz!"Room among \Q!R■■ENEM\:NE■nin\MMN\nan■
noE ■■aNE MEN&= WOMEN MENEM =!41O■■ ■a\:an 1�.• Eaa►N ■■\iw�=!0O■■SEMMEo■ikntEamon ■n\:NE■N■■k�.NEEN►m■En►
SEE LONIP
MNNN■■■\\w-"0■■EN■\\;om■Ekz\sE■■\��■inn■\�N�►
q as oil;
MEN■■■z=!t■oEEsmWallm■onsMZ\■■\:R■MEa\��O■■\�■
■■■■SSE■■■■�_��■■SM\.�ESMSMI:�MO\��Ss■OS►�■■M►`
NONE■���!�■�N■■■ISN\Z"oil iRmmmm■\:!Nn\�2R\EnnZ5■
■■■■■■■■■\■��!�■■■■M■■\mot■■\��■■■na►\E■\�■N■N►`
NEESEmoons moons ■ mm MEESEiNs■■in\N■■�:\■M►qEn■
■■■■■■■■■sM■■■M■wo■b ■►\■■
■aa■■ENE ■■■■■■n■■MEnow \►"■E■■►\N■■■►Nnomhz\n■.`■
■■■■NNE■■■■■O■■N■■■EOE■■Oi;\N■\�\nO■O►\N■\\■I■►•
■■■■non■E■■Enn■■■■■M■■N■M■n\��■NNi�■■■\►\■\.�\■
■■S■N■■■■MSS■S■■■■■ENS■■N■■sN■i�E■O►\■■N\�■■►\
nSE■■MSn■■NE■■N■■■EMOs■■■■■inn■■■■N\�■■■►`\Oas► ■nnN■■N■aEENNWHEW■aMNn■■■■nnEMEN■MMMM►'\MM\\■M■
MEM$ER

Paws, ow.
28.25
(718)
O
0
2" (51)
NPT DISCH.
4.43
(113)
13.56 _
(3")
(� 7.50
i (191)
SECTION
3B
PAGE
9
DATE
2/97
REPLACES
1/95
1.50
(38)
4.56
(116)
9.12
(232)
inches
(mm)
MODEL PART HP VOLT PH RPM NEMA FULL LOCKED CORD
NO. NO. (NOM) START LOAD ROTOR SIZE
CODE AMPS AMPS
CORD
TYPE
CORD
O.D.
SGV3002L 084798 3 200 1 3450 G 27.0 86.0 10/4
SO
0.745
SGV3022L 084799 3 230 1 3450 G 23.0 75.0 10/4
SO
0.745
SGV3062L 084800 3 200 3 3450 J 15.0 65.0 10/4
'SO
0.745
SGV3032L 084801 3 230 3 3450 J 13.0 56.6 1014
SO
0.745
SGV3042L 084802 3 460 3 3450 J 6.5 28.3 10/4
SO
0.745
SGV3052L 088861 3 575 3 3450 J 5.2 22.6 10/4
SO
0.745
SGV5002L 084803 5 200 1 3450 F 42.0 134.0 6/4
SO
1.010
SGV5022L 084804 5 230 1 3450 F 39.0 117.0 8/4
SO
0.780
SGV5062L 084805 5 200 3 3450 H 25.0 94.0 10/4
SO
0.745
SGV5032L 084806 5 230 3 3450 H 2O.0 81.4 10/4
SO
0.745
SGV5042L 084807 5 460 3 3450 H 10.0 40.7 1014
SO
0.745
SGV5052L 088862 5 575 3 3450 H 8.0 32.5 10/4
SO
0.745
SGV7532L 084808 7.5 230 3 3450 F 24.0 102.0 1014
SO
0.745
SGV7542L 084809 7.5 460 3 3450 F 12.0 51.0 10/4
SO
0.745
SGV7552L 088863 7.5 575 3 3450 F 9.6 40.8 10/4
SO
0.745
Standard Units:
Temperature sensor cable is 1412 SOW, 0.530 OD.
(Optional - Moisture/Temperature sensor cable for all models is 18/5 SOW, 0.476 OD.,
replaces Temp sensor cable.)
CSA Listed Units:
(Optional - CSA Listed Power cable for all models is SOW, with same dimensions as STD. units & Temp sensor cable is 1412 SOW, 0.530 O.D.)
(Optional - CSA Listed Moisture/Temperature sensor cable is 18/5 SOW, 0.476 OD., replaces Temp sensor cable.)
IMPORTANT I
1.) PUMP MAY BE OPERATED "DRY" FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR AND/OR SEALS.
2.) THIS PUMP IS APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION 11 HAZARDOUS LOCATIONS.
3.) THIS PUMP IS NOT APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION I HAZARDOUS LOCATIONS.
4.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLED
IN
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSI/NFPA 70 AND/OR THE AUTHORITY HAVING JURISDICTION. THIS PUMP IS NOT
INTENDED FOR USE IN SWIMMING POOLS, RECREATIONAL WATER PARKS, OR INSTALLATIONS
IN WHICH HUMAN CONTACT
MEDIA IS A COMMON OCCURRENCE.
WITH PUMPED
CRANE,
PUMPS & SYSTEMS
A Crane Co. Company
Bames Pumps, Inc
Distributor Sales & Service Dept.
Bames Pumps, Inc.
Bid -To -Spec & Project Sales
Bames Pumps Canada, Inc.
83 West Drive
420 Third Street/P.O. Box 603
Piqua, Ohio 45356-0603
1485 Lexington Ave.
Mansfield, Ohio 44907-2674
Bramalea, Ontario
Canada L6T 2J6
Ph: [phone]
Fax: [phone]
Ph: [phone]
Fax: [phone]
Ph: [phone]
Fax: [phone]

SECTION
3113
PAGE
g
DATE
2199
REPLACES
2/97
BARNES SGV
SUBMERSIBLE GRINDER PUMPS
Vortex
Specifications:
DISCHARGE:
2" (51mm) NPT, Vertical
LIQUID TEMPERATURE:
160°F (71°C) Intermittent
VOLUTE:
Cast Iron ASTM A-48, Class 30.
MOTOR HOUSING:
Cast Iron ASTM A-48, Class 30.
SEAL PLATE:
Cast Iron ASTM A-48, Class 30.
IMPELLER: Design:
12 Vane,Vortex, With Pump Out
Vanes On Back Side. Dynamically
Balanced, ISO G6.3.
Material.
85-5-5-5 Bronze
SHREDDING RING:
Hardened 440C Stainless Steel
Rockwell® C-55.
CUTTER:
Hardened 440CStainless Steel,
Rockwell C-55.
SHAFT:
416 Stainless Steel
SQUARE RINGS:
Buna-N
HARDWARE:
300 Series Stainless Steel
PAINT:
Air Dry Enamel.
SEAL: Design:
Tandem Mechanical, Oil Filled
Reservoir.
Material:
Rotating Faces - Carbon
Stationary Faces - Ceramic
Elastomer - Buna-N
Hardware -300 Series Stainless
CABLE ENTRY:
25 ft. (7.6M) Cord. Pressure Grommet
for Sealing and Strain Relief.
SPEED:
3450 RPM (Nominal).
UPPER BEARING:
Design:
Single Row, Ball
Lubrication:
Oil
Load.
Radial
INTERMEDIATE BEARING:
Design:
Single Row, Ball
Lubrication:
Oil
Load.
Radial & Thrust
LOWER BEARING:
Design:
Sleeve
Lubrication:
Oil
Load: Radial
MOTOR: Design: NEMA L-Single Phase,NEMA B-Three
Phase Torque Curve. Completely
Oil -Filled, Squirrel Cage Induction.
Insulation: Class F.
SINGLE PHASE: Capacitor Start/Capacitor Run. Requires Overload
Protection to be Included In control panel. Requires BamesO Starter or
Control Panel which Includes Capacitors, or Capacitor pack.
THREE PHASE: Dual Votage 230/460; Requires Overload Protection to
be Included in control panel.
OPTIONAL EQUIPMENT: Seal Material, Impeller Trims, Moisture
Sensors (Requires Relay in Panel), Cable Length,
CRANE,
A Crane Co. Company
PUMPS & SYSTEMS
Barnes Pumps, Inc
Distributor Sales & Service Dept.
420 Third Street/P.O. Box 603
Piqua, Ohio 45356-0603
Ph: [phone]
Fax: [phone]
Series: SGV 3, 5, 7-1/2 HP
3450 RPM
(OPTIONAL)
6 Canadian Standards Association
GO
n
File No. LR16567
Description:
THE GRINDER PUMP IS DESIGNED TO
REDUCE DOMESTIC, COMMERCIAL,
INSTITUTIONAL AND LIGHT INDUSTRIAL
SEWAGE TO A FINELY GROUND SLURRY.
Sample Specifications: Section 3 Page 8.
Barnes Pumps, Inc.
Bid -To -Spec & Project Sales
1485 Lexington Ave.
Mansfield, Ohio 44907-2674
Ph: [phone]
Fax: [phone]
Barnes Pumps Canada, Inc.
83 West Drive
Bramalea, Ontario
Canada L6T 2.16
Ph: [phone]
Fax: [phone]
W

02/05/2001 12:07 826-682-7757
marvin ► snC
Linde 15mve
rain
FibruaXy 5, , 2001
TOWN 0= BURNSVILLE
Town. Of burn-9viffe
Kristen E. Miquvz
NCDSNR — Non-Disoharge Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-10-17
Re:
Wastewater Allocation
Mountain Air Country Club
Application No. WQ4019127
Yancey County, North Carolina
Dow W. h iquez:
PAGE 02
Ca�aiartioecr�.
old Dmic*
Clear@ Qk6pie
Qrde klc*
IU Town of Bumsvi.11e is le issue Mountain Air Country Club a wastewater allocation
of 6,450 GPD for tt Sunk Point Devela to nt This allocation is within the 160,000 COD
sewer illooation granted to -Mountain Air Country CIub.
1f you have any questions, or heed any further inflormation, please feel free to contest me.
Sincerely,
t:4 Y —&':�
Thomas W. wrie
Director of Public Works
TWS/jmm
c: l&. Larry K. Barthelemy, IV, EI
Mr. Randy Banks
1W. Carl .McConnell, PE
P.O. box 97 • bumsville, North Carolina 28714 - Phone [phone] - FAX (8'128) 682-7757

Mountain Air Country Club
Running Sewer Allocation Totals
January 31, 2001
Development
Number of
Number of
Flow per
Total
Units
Bedrooms
Bedroom
Flow ( d
Brandy Run and Club Villas
33
3
75
7,425
24
2
75
3,600
Stoney Falls and Slick Rock Lodge
16
2
75
2,400
12
3
75
2,700
Phase Two
84
3
75
18,900
Spring Cove
45
3
75
10,125
20
2
75
3,000
Ivy Ridge
11
3
75
2,475
Heritage Ridge Villas
10
3
75
2,250
10
2
75
1,500
Camps at Creekside
20
3
75
4,500
40
2
75
6,000
Ivy Point and Boulder Pass
5
4
75
1,500
12
3
75
2,700
Rocky Knob
33
3
75
7,425
Austin Mountain In Progress)
22
3
75
4,950
Lookout Peak
22
3
75
4,950
Sunset Point
26
3
75
5,850
4
2
75
600
75
0
75 T
6
75
0
Total
92,850
Allocation Total
160,000
GPD
Flow Allocated
92,850
GPD
Remaining Allocation
67,150
GPD

r North Carolina
ment of Environment
tural Resources
ision of Water Quality
.dames & Hunt, Jr., Governor
Bill (;Tolman, Secretary
Kerr T. Stevens, Director
NCDENR
NORTH CAROLMA DEPARTMENT OF
EIJVIRONMENT A14D NATURAL RESOURCES
October 30, 2000
Mr. Randy Bank
Mountain Air Country Club
P.O. Box logo REU,E1VE-D
Burnsville, North Carolina 28715
OCT 2000
C,VA&N;'j- Subject: Mountain Air Country Club
A.SI-;r-. • a ...
Flow Study
Single Family Residences
Dear Mr. Banks: Yancey County
On September 27, 2000. the Division of Water Quality Central Office received a floi: reduction rquest for
e
condominiums. villas and homes at the Mountain Air Country Club. Su Larry pponina documentation was submitted by Mr.
K. Barthelemy- lV- E.I. with Cavanaugh
f the
Of a residential flow value of 75 GPDlbedroom for the d wellins Jocated n the A. on behalf subjectlarea. A pre ioub. The uSfiot� re uon
request had been granted by the Division reducing the flow from 120 GPD/bedroom to 105 GPD/bedroom.
Mr. Barthelemy completed an evaluation between July 1999 and July 2
bedrooms) in accordance with 15A NCAC 2H .0219 J 000 for _0 deelopment (�62
thirteen month period for the developments listed and daily sewers meter readings forJon ul),
, 2 00. Si) 'Water September
for a
had the hi best peak month)) flow and the daily se\,=er meter readings were submitted oro ul Since00the September 1999
requested daily sewer meter readings for September 2000. 'These were submitted but the daily aver jae peak Di ei»as
not greater than the July 2000 readings. The study indicated that 61 GPD/bedroom i
for 75 GAD/bedroom. above the hi_hest recorded readings the actual use but the request is,
Based upon the information submitted. the Division hereby approves the use of 75 GPD/bedroom in all
applicable non -discharge perrnii applications for future wasiev.-ater collections extensions for the Mountain Air Country
Club. This consideration applies to any a t, Pp pp.:cable future projects submitted to the Division as well as any projects �= hich
are s exc sly under review. Regardless of the adjusted design daily ��astevater flow rate. at no time shall the ��asiew ich
flows exceed the effluent limits defined in the Non -Discharge permit of the treatment facility.
If you have any questions or comment
(919)7„-SOS; ext. 371. regarding this matter, please contact Ms. Marie Doklovic. E.I.T. at
Sinccr _= y s,
� }1CiT T. Stevens
cc: Wanda Frasier, Asheville Regional Office
Larry Barthelemy. I V- Cavanaugh & Associates. P.A.
1617 A4ail Service Center. Raleigh. North Carolina 27699-1617 Telephone [phone] Fax [phone]
nity Affirm
An Equal Opportuative Action Employer 50% r&rvr,1,rM ncn

& ASSOC.—ASHEVILLEIL FAX NO. :
Feb. 15 2001 02:29PM P1
4�0
0 Solutions through integrity and partnership
CAVANAUGH & ASSOCIATES, P.A.
Consulting Engineers
306 West Haywood Street
Asheville, North Carolina 28801
[phone] Fax [phone]
Facsimile Cover Sleet
To: b0n,4
Company:
Fax Number.,.,
From..
,Date: 02, 1 xc.�r
Project Number:No. of of Pages (including Cover):
Comments:

JANAUGH & ASSOC.—ASHEVILLEIL FAX NO.
reb R$a 01 00; 43a mOUNTAIM AIK' DE` EL.Or'M5NT
Feb. 15 2001 02:29PM P2
SCOIG92-4125 p.`4
THE STATE OF NORTH CAROLINA AGIr,El;,Ml N'r
County ofYanaey
the Town
-THIS AGREEMENT+ made and enterednch§iNlqu fain Air Dof evelop�mcntanuatY Cb pa atio , a of
Burnsville (hereinafter referred to as Town ),
North Carolina Corporation (hereinafter refdrred to as "Developee, thus
WITNESS- ET14'
W1iEREAS, the Developer has �n�lanned sad ondcr oonstrttation iri priceslCreetG a d �
for a t�*siden#ial r�mmuriity deveiopsn is
Burnsville Townships, Yarloey Cautdy, how Carolina (hereinafter toferred to as ` PtOject );
tO
AND WMTiEAS, the Town cu nsewa � from '� project v�ithlnrthe 'Town 6chwa�e jmt
which has ttte capacity to tecerve sn�i treat�
tMat meet facility;
WgEA$, the Town is willing to treat tlto sanitary waste from the Project and
AND sell such treament privileg the
at f gal theTown f he drtthe project. under said conditions;
Developer is willing to purchase
AND WII�It.I"AS, the party s A reenlent to -effect an it Qm&%can tho alto ated di chmge;
which is amended and resti0d by $
NOW, THEREFQF.�, in consideration of the premises e of tha oiherual and pu stuanttto theitt
and the reliance to be placed by each party on the perforM,efterAl
provisions of Articles 2,3 (Sections hand other pplA-17 and icabe pov logs of law, the parts s 1 ereta
Statutes of the State of North Carolina,
agree as follows:
tion Of
1, The Developer will willfrun froor mEaid p mp sa'ionlocatedaon premises oftDevelopere
main, 4ndtap_ The fierce mattt � -iortb Carolira, car ern either
la=ted in Prices Crook and Burnsville Townships, Yancey County,
przmiscs new or hereafter acqui the y Do sei PeWastew t Treatment plant long Sly 113 S o-9
to do into art existi;tg, manhole at roves !� the Town.
pine Swamp Xoad, The design aor=stntction, and inEta lation shall be app
2, The Developer shall oK D, 00rate, and maintain pump station and force rltaln.1110
Town makes no claim of ownership of said force main or pump statian..
3, Tlae'I'owj'n shall bo responsible for obtaining any and all permits needed to process the
waste at the Town tro n►ont facility,
G}, ,rho Developer ahall be resporsible for obtaining any and all permits needed to
discharge the waste water to the Town sewer system and sitali comply in all respects with all
rules, regulation, and ordinances of the town, both those our, Dtly in effect as Neil as thos:d
adopted in the future, as they apply to other similarly olassif ed'Towvn sewer system users,

JRNAUGH & ASSOC.—ASHEVILLEIL FAX NO. : Feb. 15 2001 02:30PM P3
f eb 05 01 0E1:44a MCUNTRIN AIR DEVELOPMENT t3aW 082-41c2!5 P, b
S. The Developer shall pax all rates, fees, and charges for such sewer servicox in
accordance with applicable rates, fees, and charges as are currently in effect and that may be
adopted in the future by the Town.
6. A meter shall be installed in accordance with the approved plans at the Burnsville
Wastewat.r Treatment Plant, with the meter retaainipg lire property a# lire i]cveloper and
installed and maintained at +�hII expense
le tthe
t itDT Developer,
nand Developer otherwise times and hall ein.
The meter' shall be and rem&,
argcd to the Town
coniinuously measure the
wastewater er be'" priod'scr to coz►stru t on by the T system.` n and shall measure
shall be a ma ,r►et�e tylp P
in gallons or such Other measure as shall be designated ley the Town,
7. -late Developer shall be responsible for caeibmt on ofthe meter te the mot". le s Oftenuse hasucn 611ce
every twelve (12) ntonths. The Developer shall property h the
calibration, within the time frame stated abovo in the presence'If, arxd with the approval
ealibratlord results by the Town. Should thee T-tedown. request altional calibration dciitional G 1ibrAtloen shall hefforts re
fctquently than specified is the time frarrt atezadaf days of such request under the same
potfornted by the Developm within sixty ( )
conditions of Town presence and approval. The cost of $Wfl requested additional calibration
effot�s shall he at fire Expa►d rofthe ection. Thecoelopor if the pr=st of ad k�cmll 101ib alien efl<'orts shall be at the,Icy wils greater
two percent (2��0) in elthe
expense of the Town if the arccallbration inaccuracy was less than two percent (2°/v) in either
direction-
B. In addition to any other requirements included in this agrmnent, either directly of by
reference, the 13eveiape: si:a11 install and render operable a lie trag or grease traps in the
outlets sower linc(s) from all food handling, cpemtiOns, i.e., pmparatiort and washing. The grtsase
trap(s) shall be inspected mid approved by lire Town prior to any discharge to the Town sewer
systsnt and shall tcmaln acoessible to the Town perscmnsl far subsequent inspection and
approval. Any improper operation and/or me-Wenanee of such grime tz a}, which not
corrected within thirty (30) days £rom the time Developer is Tande aware thereof, will be
considered just cause for termination of scrvlc%
p, to addition to any other requirements included in tills agreement, either directly or by
reference, the Developer shall install and render operable an all and gree separator in the outlet
sower lint($) from any equipment mairttenanoe or washing area that, in the opinion of tho Town,
has the potential to discharge oil and/or grease. Should it be nooessary to install any such
facilities, they shall be itzsgected and appr4v�ed by the Town prior to any discharge to the 'f'OA
sewer systemand shall remain accCssible to Town permnal for aubsequeat iri9petstion and
approval. My improper operation and/or maintenanec of Oil and gr'eam sepatator(s)., which is not
corrected within thirty (30) days from the time Developer is made aAvare tbere0f, will be
considered just cause for termination of service,
10, The wastewater discharged to the Town sewer system under this Agreement shall be
a maximum of 160,000 gallons per day (gpd) discharged at a maximum rate of 400 gallOAs per
mi nute (gpm) as accounted far by the meter in item
6 abovo, The Developer will be allowed td
sell. construct on, and utl1 a any portion Ofthe development as long as the volume of wastOwatet
measumd at the above mentioned meter does not oxcaad that flow herein stetted. This allocation
shall remain ire effect for a period of ten (10) yeam from the date of this agreement. On the
expiration date of the ter, (20) year period, any portion of the flow 01 ocation which rernains
unused by Mountain Air Dcvclopm$nt Coxporatii)u, lac., or its successors and assignees, sha11 be

JANAUGH & RSSOC.—RSHEUILLEIL FAX NO. Feb. 15 2001 02:30PM P4
Fete maUNTRIN RIR DEVELOPMENT ees)682-4125 )°•
ianall retlkmed to the Town Of Burnsville for their use if approved by
automatically and uv,condit Y
the State Dl~%
The server line is already coxtstructed by the Developer.
12, This Agreement shall be construed under the laws of the state of North Carollnn,
l be binding upon the parties, their sueceasOrs, and assigns. It is
13, This Ament shal
expressly required approval
�v understood and aged that I�welop$r� end aswith ps gn,or asub cot to any�yTnwtl�, which
P onably withhold, tra
approval shell not ne utmeas ant of 1«t►viraamentai Ivianagexncnt, the I'eloper s rights and
from the North Carolina Depwtm
obligations under this Agreettaent`
14. This Agrecatent CoptBins the oomplett understanding of the parties with resp'rct to the
subject matter hereof and supersedes any pri
or written or oral uaderstarkding or sgretrnOnt and
itten consent of the parties hereto or their successors or assigns.
may be amended only with the wr
l g, .Tbo parties hereto ratify any ac" horeinbefore specified to bo darn by WY Of the
parties, whioh have in fkt been comracnoed or completed at the time of the execution of this
Agrccmeatt.
IN WIIN? WH1 EtEU1+. the parties have caused this Agrccment to b0 exQcuted ipx.
duplicate, all pursuant to govcrnta° and �corporm authority duly granted by their respective
e �v�itten.
gav$rning'bosrds, the day anti year fktSt abov
TfJWN 4I' BURNS'tIlLLlr
C'yV_
By
}Ipp, muvin Holland, Mayor
Attest;
Linda BrOft) Clerk
MOUNTAIN AIRDBVElLL)PMENT
co"ORA77014
William IL Hanks, vice President
:je
xI. Banks, Asst. Secretary

Mountain Air Projects
WASTEWATER COLLECTION SYSTEM:
* The original allocation from the Town was 80,000 gal/day.
* This 7-10-95 letter from Town confirmed allocated flows of 78,640 gpd.
* The letter dated 3-5-96 from Mtn Air showed historical data of reduced
flow of 105 gpd per bedroom (as opposed to design of 120gpd/bd).
* Therefore, the actual flows approved for these projects has been only
68,810 gpd.
* The final project.(WQ0014201) approved to date brought the total flow
from Mtn Air to 68,810 + 3465 = 72,275 gallons/day.
Total allcation remaining = 7,725 gpd.
WQ 000 2419 Mountain Air Country Club - 40,000
Randy/William Banks (adjusted to 35,000)
12=14-89 based on 105 gpd/bd
WQ 000 4710 Mountain Air Dev Country Club Phase II 30,240
William Banks (30,240 of 40,000 originally
allocated in WQ0002419)
WQ 000 3081 Mountain Air Dev. - Skyfire Road - 2,880
William Banks 3-14-90
(part of 40,000 gpd project)
WQ 000 6657 Mountain Air Dev.-Brandy Run, Club Villas, 17,640
Country Club (15,435)
10-14-92 based on 105 gpd/bd
WQ 000 4710 Mountain Air Dev Country Club Phase II - no addl flow
William Banks 4-30-91
WQ 000 11319 Mountain Air Dev.-Spring Cove Development 21,000
Randy Banks (18,375)
1-25-96 based on 105 gpd/bd
WQ 000 14201 Mountain Air Dev.-Country Club - Ivy Ridge - 3,465
Randy Banks 9-3-97 (reduced flow rates;
instead of 120 gal/day per bedroom --- 105
gal/day was used for 3 bedrooms times 11 homes)

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
October 23, 1998
RANDY BANKS
MTN AIR DEV CORP-CO.CLUB/IVY
PO BOX 1037
BURNSVILLE, NC 28714
LT.WMA,
[D E N F=1
Subject: CERTIFICATE OF COMPLETION
PERMIT NO. WQ0014201
MTN AIR DEV CORP-CO.CLUB/IVY
YANCEY COUNTY
Dear Permittee:
On September 03, 1997 the Division of Environmental Management issued you the subject permit. One of the
conditions of the subject permit read as follows:
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted.
facility has been installed in accordance with the requirements of this permit and the
approved plans and specifications. Mail certification to the Permits and Engineering
Unit, P.O. Box 29535, Raleigh N.C., 27626-0535.
To date, our records show that no certification has been received for the subject permit. If the permitted
facility has been constructed and placed into operation please submit the required certification immediately.
Operation of the treatment system prior to submission of the required certification is in violation of your permit
and is subject to enforcement action. If you have any questions, please contact consulting engineer for this
project, LEDFORD ENGINEERING, INC. at [phone]. If the facility has not been constructed, please
contact the Asheville Regional Office at [phone], so that they can update their records.
Thank you for your prompt attention to this matter.
Sincerely,
I �U-"
k-Rim H. Colson, P.E., upervisor
State Engineering Review Group
cc: Asheville Regional Office
File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
DOCKET NO. W-1148
BEFORE THE NORTH PCAROLINA UTILITIES COMMISSION
In the Matter of )
Application by Mountain Air Utilities )
.Corporation, Post Office Box 1090, )
Burnsvile, North "Carolina 28714, for a )
Certificate of Public Convenience and )
Necessity for Water and Sewer Utility )
Service in the Mountain Air Development in. )
Yancey County, North Carolina, and for )
Approval of Rates )
INTERLOCUTORY ORDER
GRANTING FRANCHISE AND
APPROVING INTERIM RATES
STALLINGS, HEARING EXAMINER: On August 22, 2000, Mountain Air Utilities
Corporation (Mountain Air) filed an application with the Commission for a franchise to
provide water and sewer utility service in the Mountain Air Development and for approval
of rates.
By Order issued on February 12, 2001, the Commission granted Mountain Air's
Motion to amend the application and -required that notice of the hearing be given to all
affected customers. Notice of the hearing was given by Mountain Air as evidenced by the
Certificate of Service filed on February 23, 200.1.
This matter came on for hearing on March 1, 2001, as scheduled: As set forth in
Appendix A attached to the February12, 2001 Order, Mountain Air proposes to phase -in
the requested rates over several years. Specifically; Mountain Air proposes a level of
rates from the date of Comrnissiori approval uritii Decei fiber 31, 2001; another schedule
of rates from January 1, 2002, until December 31,;2002; and the full requested schedule
of rates to be effective from January 1, 2003, onward.
As there was no disagreement between the parties to. the proceeding with respect
to the proposed level of rates to be effective until December 31, 2001, and until December
31, 2002, at the conclusion of the hearing Mountain Air requested that the initial level of
rates be allowed to be placed into effect upon the filing of a bond in the amount of
$30,000, pending further Order of the Commission. The Public Staff did not oppose such
request. On March 6, 2001, counsel for Mountain Air filed a letter with the Commission.
indicating its desire to further amend the application to further reduce the first two phases
of the schedule of rates. Mountain Air states that as there was no disagreement between

the parties over the rates requested to be effective until December 31, 2001, and until
December 31, 2002, it trusts that its further reduced request will be acceptable.
On May 14, 2001, Mountain Air filed a bond in the amount of $30,000.
Based upon the foregoing, the Hearing Examiner is of the opinion that, pending the
issuance of a further Order in this docket, the initial requested level of rates sought by
Mountain Air in its March 6, 2001 amendment should be approved as interim rates.
IT IS, THEREFORE, ORDERED as follows:
1. That the Letter of Credit filed in this proceeding, as surety for the bond in the
amount of $30,000, is hereby accepted and approved.
2. That the Applicant, Mountain Air Utilities Corporation, is granted a Certificate
of Public Convenience and Necessity to provide water and sewer utility service in the
Mountain Air Development in Yancey County, North Carolina.
3. That Appendix A shall constitute the Certificate of Public Convenience and
Necessity.
4. That for service rendered on and after the date of this Order, Mountain Air
Utilities Corporation shall charge the rates and charges set forth in Appendix B attached
hereto, pending further Order of the Commission in this docket.
5. That a copy of this Order be mailed or hand delivered to each customer
within 10 days of the effective date of this Order.
ISSUED BY ORDER OF THE COMMISSION.
This the 1 b day of May, 2001.
NOE TH CAROLINA UTILITIES COMMISSION
Aai t � - mowl'A'--
Gail L. Mount, Deputy Clerk
dh051501.02

APPENDIX A
STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
DOCKET NO. W-1148
MOUNTAIN AIR UTILITIES CORPORA T ION
is granted this
CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY
to provide water and sewer utility service
in
MOUNTAIN AIR DEVELOPMENT
Yancey County, North Carolina
subject to any orders, rules, regulations,
and conditions now or hereafter lawfully made
by the North Carolina Utilities Commission.
ISSUED BY ORDER OF THE COMMISSION.
This the 133 day of May 2001.
NORTH CAROLINA UTILITIES COMMISSION
(SEAL) Gail L. Mount, Deputy Clerk

APPENDIX B
SCHEDULE OF RATES for
MOUNTAIN AIR UTILITIES CORPORATION
for providing water and sewer utility service in
MOUNTAIN AIR DEVELOPMENT
in Yancey County, North Carolina
Monthlv Water Rates:
Base Rate, includes 2,000 gallons $ 17.00
Usage Rate, per 1,000 gallons $ 2.75
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 14.20
(above 6,000 gallons)
Monthlv Commercial Sewer Rates:
Base Rate, includes 2,000 gallons $ 37.00
Usage Rate., per 1,000 gallons $ 3.5.0
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 5.50
(above 6,000 gallons)
Residential Flat Sewer Rate: $ 32.00
Water Tap -On Fee: $ 500.00
Sewer Tap -On Fee: $3,000.00
Reconnection Charge:
If water utility service cut off by utility for good cause: $ 15.00
If water utility service discontinued at customer's request: $ 15.00
If sewer utility service is cut off by utility for good cause: $ 15.00
NOTE: Custcmars who ask to be reconnected within nine months of disconnection
will be charged the base charge and flat rate charge (if any) for the service periods
that they were disconnected.
Bills Due: On billing date
Bills Past Due: Fifteen (15) days after billing date
Billing Frequency: Shall be monthly for service in arrears
Finance Charges for Late Payment: 1 % per month will be applied to the unpaid balance
of all bills still past due twenty five (25) days after billing date.
Issued in accordance with authority granted by the North Carolina Utilities Commission in
Docket No. W-1148, on this the � day of May 2001.

NORTH CAROLINA
PUBLIC STAFF
UTILITIES COADUSSION
April 11, 2001
Ms. Geneva S. Thigpen, Chief Clerk
North Carolina Utilities Commission
4325 Mail Service Center
Raleigh, North Carolina 27699-4325
Re: Docket No. W-1148, Sub 0
Mountain Air Utilities Corporation
Dear Ms. Thigpen:
Enclosed for filing in the above -referenced docket, are eleven (11) copies of the
Public Staffs Proposed Recommended Order. An electronic copy, file name
"wl 148s0.pro", has been forwarded to you.
By copy of this letter, I am forwarding a copy to all parties of record.
Yours very truly,
ina C. Holt
Staff Attorney
GH:cic
Enclosure
cc: All Parties of Record
Executive Director Communications Economic Research Legal
733-2435 733-2810 733-2902 733-6110
Accounting Consumer Services Electric Natural Gas
733-4279 733-9277 733-2267 733-4326
4326 Mail Service Center - Raleigh, North Carolina 27699-4326 - Fax [phone]
An Equal Opportunity / Affirmative Action Emvlover
Transportation
733-7766
Water
733-5610
ti
bN

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
DOCKET NO. W-1148
BEFORE THE NORTH CAROLINA UTITLIES COMMISSION
In the Matter of )
Application by Mountain Air Utilities )
PUBLIC STAFF'S
Corporation, Post Office Box 1090, Burnsville, )
PROPOSED
North Carolina 28714 for Certificate of Public )
RECOMMENDED
Convenience and Necessity to Furnish Water )
ORDER GRANTING
and Sewer Utility Service in the Mountain Air )
FRANCHISE AND
Development in Yancey County, North )
APPROVING RATES
Carolina, and for Approval of Rates )
HEARD IN: Courtroom, Yancey County Courthouse, Town Square, Burnsville, North
Carolina, on March 1, 2001, at 7:00 p.m.
BEFORE: Danny Stallings, Hearing Examiner
APPEARANCES:
For Mountain Air Utilities Corporation:
Edward S. Finley, Jr., Attorney, Hunton & Williams, Post Office Box 109,
Raleigh, North Carolina 27602
For the Using and Consuming Public:
Gina C. Holt, Staff Attorney, Public Staff - North Carolina Utilities
Commission, 4326 Mail Service Center, Raleigh, North Carolina 27699-
4326
STALLINGS, HEARING EXAMINER: On August 22, 2000, Mountain Air Utilities
Corporation (the Applicant or Mountain Air), filed an application with the Commission
seeking a water and sewer utility franchise for service in the Mountain Air Development
in Yancey County, North Carolina, and for approval of rates.
On December 22, 2000, the Commission entered an Order scheduling a hearing
for February 15, 2001, and on January 29, 2004-, the Commission entered an order
rescheduling the hearing for March 1, 2001.
On February 13, 2001, the Public Staff filed the Affidavit of Calvin C. Craig, III,
Financial Analyst. On February 16, 2001, the Public Staff filed the Testimony of Jay B.
Lucas, Utilities Engineer and the Testimony of Michelle M. Boswell, Staff Accountant.

The hearing was held as scheduled in Burnsville, North Carolina. The Applicant
presented the testimony of Randy Banks, Vice -President of Mountain Air, and David
Wiggins, an accountant with Crisp Hughes Evans, LLP. The Public Staff presented the
affidavit of Calvin C. Craig'and the testimony of Michelle M. Boswell and Jay B. Lucas.
Based on the foregoing, the verified application, the evidence and exhibits
presented at the hearing, and the entire record in this matter, the Hearing Examiner
finds as follows:
FINDINGS OF FACT
1. Mountain Air is before this Commission seeking a Certificate of Public
Convenience and Necessity to furnish water and sewer utility service to the Mountain
Air development in Yancey County, North Carolina.
2. The Mountain Air Development is a resort community with an existing
water and sewer system serving .215 customers as of December 31, 2000. Randy
Banks, Vice -President. of Mountain Air, is also the developer of the community. The
Applicant intends to provide water and sewer utility service to 502 residential and
commercial customers. This is the first franchise the Applicant has sought before the
Commission.
3. At the end of the test year, the water system consisted of three wells,
pumps, chemical feed equipment, three elevated storage tanks, distribution piping,
valves, and other appurtenances. The sewage collection system consisted of
household grinder pump stations, force mains, gravity mains, and 14 major pump
stations (three that are difficult to access) with ultimate treatment and disposal by the
Town of Burnsville.
4. The Applicant has obtained permits for the sewage collection system from
the North Carolina Department of Environment and Natural Resources' (DENR's)
Division of Water Quality (DWQ). The Applicant has also obtained approval of the
water system from DENR's Division of Environmental Health (DEH).
5. On March 6, 2001, the Applicant filed revised proposed rates as follows:
From date of approval through December 31 2001:
Monthly Water Rates:
Base Rate, includes 2,000 gallons $ 17.00
Usage Rate, per 1,000 gallons $ 2.75
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 14.20
(above 6,000 gallons)
K

1.
Monthly Commercial Sewer Rates:
Base Rate, includes 2,000 gallons $ 37.00
Usage Rate, per 1,000 gallons $ 3.50
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 5.50
(above 6,000 gallons)
Residential Flat Sewer Rate: $ 32.00
From January 1 2002 through December 31 2002:
Monthly Water Rates:
Base Rate, includes 2,000 gallons $ 22.00
Usage Rate, per 1,000 gallons $ 3.25
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 14.20
(above 6,000 gallons)
Monthly Commercial Sewer Rates:
Base Rate; includes 2,000 gallons $ 43.00
Usage Rate, per 1,000 gallons $ 4.25
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 5.50
(above 6,000 gallons)
Residential Flat Sewer Rate: $ 42.00
From January 1 2003 onward:
Monthly Water Rates:
Base Rate, includes 2,000 gallons $ 27.60
Usage Rate, per 1,000 gallons $ 4.25
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 14.20
(above 6,000 gallons)
Monthly Commercial Sewer Rates:
Base Rate, includes 2,000 gallons $ 50.00
Usage Rate, per 1,000 gallons $ 5.00
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 5.50
(above 6,000 gallons)
Residential Flat Sewer Rate: $ 52.00
6. The appropriate tap -on fees are $500 for water and $3,000 for sewer. The
following fees are appropriate for this proceeding:
3

Reconnection charge if water utility service is cut off by utility: $ 15.00
Reconnection charge if water utility service is cut off at
customer's request: $ 15.00
Reconnection charge if sewer utility service is cut off by utility: $ 15.00
Monthly finance charge for late payment: 1%
ti
7. Many of the Applicant's customers are seasonal, and it is necessary for the
Applicant to maintain revenue collections during the off season.
8. It is appropriate to install telemetry on all major pump stations to reduce the
contract operator expenses for inspecting the sewage collection system. Effective on
and after July 1, 2001, DWQ will implement a regulation requiring sewer utilities, which
do not have a telemetry system, to inspect their major pump stations seven days per
week.
9. It is appropriate for the Applicant to be responsible for maintaining, repairing
and replacing, when necessary, the grinder pump stations that are situated at certain
homes and to have the costs thereof included in the Applicant's cost of service in this
proceeding.
10. The rate base method, which allows a return on original cost rate base, is
the proper method for determining the Applicant's water revenue requirement.
11. The operating ratio method, which allows a margin on operating revenue
deductions requiring a return, is the proper method for determining the Company's
sewer revenue requirement. The appropriate level of operating revenue deductions
requiring a return (excluding gross receipts tax, regulatory fee, and income taxes) for
sewer utility service is $104,875.
12. The Applicant should keep time sheets for all utility personnel.
13. The initial cost of utility plant will be recovered through.lot sales and tap fees.
14. The appropriate level of rate base for water utility service is $99,503,
consisting of utility plant in service of $1,168,532; and cash working capital of $6,573;
reduced by accumulated depreciation of $15,910; contributions in aid of construction of
$1,059,551; and average tax accruals of $142.
15. The appropriate level of rate base for sewer utility service is $57,879,
consisting of utility plant in service of $1,591,014; and cash working capital of $5,404;
reduced by accumulated depreciation of $5,850; contributions in aid of construction of
$1,532,514; and average tax accruals of $175.
16. The Applicant's proposed water rates and the sewer rates proposed by the
Public Staff are just and reasonable. These rates are set forth in Appendix C of this Order.
17. There is a demand and need for water and sewer utility service in the
Mountain Air Development, which is best met by the Applicant. The Applicant -has the
technical, managerial, and financial capacity to provide water and sewer utility service in
4

this new franchise area. No other person or utility seeks to furnish the services
proposed by the Applicant.
18. The Applicant shall be required to post the minimum $10,000 bond for the
water system. For the sewer system, a $20,000 bond shall be posted due to the
potential cost of repairing a major sewer pump station in the event of failure.
EVIDENCE AND CONCLUSIONS FOR FINDINGS OF FACT NOS. 1 —6
The evidence for these findings is contained in the verified application filed
in this docket, the testimony of the Applicant, and the testimony and affidavit of the
Public Staff. The Public Staff contests the Applicant's proposed sewer rates that are to
be phased in on January 1, 2003, and beyond. This issue is discussed below in the
Evidence and Conclusions for Finding of Fact No. 8.
EVIDENCE AND CONCLUSIONS FOR FINDING OF FACT NOS. 7
Most of the Applicant's customers are seasonal and may want to have their
services disconnected while they are away for long periods of time. However, as
discussed by Public. Staff witness Lucas, most of the Applicant's water and sewer
expenses are fixed and occur regardless of usage. Jr. p.54, 11.8-12). Therefore, the
Applicant's revenues would greatly decrease if customers requested that their service
be disconnected for part of the year. In order to maintain revenue collections during the
off-season, the Public Staff requested that the following language be included in the
Applicant's tariff sheet:
"Customers who ask to be reconnected within nine months of disconnection will
be charged the base charge and flat rate charge (if any) for the service periods
that they were disconnected." Jr. p. 54, II. 20-22.)
The Applicant has agreed to this recommendation, and the Hearing Examiner
finds this revision to be reasonable.
EVIDENCE AND CONCLUSIONS FOR FINDING OF FACT NO. 8
The evidence for this finding of fact is contained in the verified application filed in
this docket and the testimony and affidavit of the Public Staff. The Applicant contested
this finding.
The Public Staff agreed with the Applicant's proposed rates except for the sewer
rates for January 1, 2003, and beyond. Because the Public Staff recommends the
installation of telemetry, it is recommending sewer rates with cost savings associated
with the installation of telemetry. The Public Staff presented uncontroverted testimony
that, beginning July 1, 2001, the DWQ will implement a regulation that requires major
pump stations without telemetry to be inspected seven days per week. Under the
Applicant's current contract with its contract operator, expenses for the pump stations
would increase from $23,460 per year to $39,255 per year for inspecting seven days
per week. Jr., p. 49, II. 12-17).
5

The Applicant's witness, David Wiggins, stated that the Company has not yet
made a decision regarding whether to install a telemetry system, but it is still being
discussed. Jr. p. 78, 11.13-24; p.79, I. 1-4.) The witness noted that since the test period
in this matter ended on May 31, 2000, the Applicant believed that the cost of the
telemetry system could not be included in the rate structure.
The Commission cannot require that the Applicant install telemetry. However,
due to the number of the Applicant's pump stations, the difficulty of access to some of
the pump stations, and the future cost increases of daily inspection, the Commission
believes that the installation of telemetry is a prudent expense. Moreover, the customers
of the Applicant should' not have to bear the substantial cost increase of monitoring
when the Applicant could avoid this increase by installing the telemetry system.
Although a telemetry system had not been installed by the end of the review
period, it was reasonable to include best estimates of those costs. Based on the Public
Staffs testimony and exhibits, the Public Staff provided reasonable estimates of the
costs of installing telemetry, which were based on information supplied by the Applicant.
The Public Staff also testified that it contacted the Applicant's local phone company to
determine what the actual phone line charge for the telemetry system would be. Jr. p.
50, li. 1-5).
When dealing with new utility franchise applications, the Commission often has to
consider cost estimates provided by the new utility, because new utilities often do not
have any plant in existence. Therefore, the Commission finds the rates recommended
by the Public Staff, which take into account the estimated cost savings of installing a
telemetry system, to be fair to the Applicant and the customer.
EVIDENCE AND CONCLUSIONS FOR FINDING OF FACT NO. 9
The evidence for this finding of fact is contained in the testimony of the Public
Staff. The Applicant contested this testimony.
In the present matter, the layout of the Applicant's sewer system will require the
installation of grinder pump stations for some individual users.. The Public Staff
considers these grinder pump stations to be an integral part of the sewage collection
system and recommends that they become the responsibility of the Applicant for all
maintenance, repair, and replacement. Public Staff witness Lucas testified that the
Applicant incurred repair expenses for grinder pumps and for repairs to major pump
stations during the test year, which were included in the Public Staffs analysis for
determining its recommended sewer rates. Jr. p. 54, 11. 1-3.)
Mountain Air witness Wiggins testified that any costs associated with the grinder
pumps should be borne by the customers. However, he stated that Mountain Air would
be responsible for arranging the work necessary to repair, maintain, or replace the
grinder pumps. Jr. p. 72, II. 1-16). The Applicant's witness mentioned the following
reasons in support of the Applicant's position: (1) the grinder pump is actually owned by
the customer, because it is installed on the customer's property and is like any other
appliance purchased by a homeowner; (2) the homeowner's actions, over which the
company has little control, affect the performance of the pump; (3) including these costs
will unfairly affect the rates of the customers who do not have grinder pumps; and (4)
6

the cost of replacing pumps is an extraordinary expense rather than a recurring
operating expense. (Tr. p. 72, II. 20-24; p. 73, II. 1-19.) Additionally, Mr. Wiggins noted
that it was the. policy of two nearby sewer systems controlled by homeowners
associations, and of two municipal entities that individual customers are responsible for
the grinder pumps on their property. Mr. Wiggins acknowledged, however, that the
Utilities Commission does not regulate the foregoing entities.
The Hearing Examiner feels that a grinder pump cannot be compared to the
average household appliance. Although the Applicant's witness could not say with any
certainty whether customers had a choice in choosing a particular brand or design of
their grinder pumps, it is highly unlikely that these customers had such a choice. As Mr.
Wiggins stated, the developer purchases the grinder pumps and has its contractor
install them. Moreover, the entire system could have .been designed differently so that
grinder pumps were not needed for any of the homes in the subdivision. Jr. p. 84, II.
14-20.)
It is true that individual customers' actions could affect the performance of the
grinder pumps and promote malfunction. However, it is also true that the actions of
customers served by gravity mains could affect the performance of the major pump
stations and promote malfunctions. The Hearing Examiner fails to see why the
customers with individual grinder pumps should be treated differently. The Hearing
Examiner suggests that the Applicant consider distributing a utility policy statement to all
of its customers regarding the appropriate use of the sewer system.
Regarding the Applicant's argument that taking on responsibility for the grinder
pumps will cause all of its customers to unfairly incur higher rates, the Hearing
Examiner disagrees. It is not equitable to require the customers who have to have
grinder pumps to incur extra charges associated with these particular pumps when they
are also sharing in the costs incurred by the Applicant when it has to repair the major
pump stations that are a part of its system. The Hearing Examiner agrees with the
Public Staff that these grinder pumps are an integral part of the Applicant's entire sewer
system just like the major pump stations that receive flow from many customers.
Finally, by Order dated February 3, 1995, in Docket No. W-1048, the
Commission found, "The utility company can best provide the expertise required to
effectively and efficiently maintain these [grinder] pumps in order to adequately serve
the customers and protect the environment." The Commission also held this position in
Docket Nos. W-869, Sub 4, and W-916.
In light of the foregoing, the Hearing Examiner will require the Applicant to be
responsible for the household grinder pump stations -on the Mountain Air sewer system.

EVIDENCE AND CONCLUSIONS FOR FINDINGS OF FACT NOS. 10 -16
The evidence for these findings of fact is contained in the testimony of Public
Staff Witness Boswell. The Company indicated that while it disagreed with several of
the Public Staffs adjustments, for the purposes of this proceeding, it contested only the
Public Staffs positions pertaining to grinder pumps and telemetry. The Company also
testified that it agreed to the Public Staffs recommendations concerning time sheets
and recovery of the initial cost of the system.
Based upon the conclusions reached in this Order concerning telemetry and
grinder pumps, the Hearing Examiner concludes that -the proper levels of rate base and
operating revenue deductions for water and sewer operations are:
Rate Base: Operating Revenue Deductions:
Water: $99,503 Water: $ 69,345
Sewer: $57,879 Sewer: $104,875
Based upon these levels of rate base and operating revenue deductions, the
Hearing Examiner concludes that the Applicant's proposed water rates and the sewer
rates proposed by the Public Staff are just and reasonable and should be approved.
These rates are attached as Appendix C and incorporated by reference herein.
EVIDENCE AND CONCLUSIONS FOR FINDINGS OF FACT NOS. 17-18
The evidence for these findings is contained in the verified application filed in this
docket, the testimony of the Applicant, and the testimony and affidavit of the Public
Staff. Therefore, the Hearing Examiner concludes that the Applicant should be granted
the requested franchise subject to the posting of a $10,000 bond for the water system
and a $20,000 bond for the sewer system and that the rates recommended by the
Public Staff should be approved.
IT IS, THEREFORE, ORDERED:
1. That the Applicant, Mountain Air Utilities Corporation, will be granted a
Certificate of Public Convenience and Necessity to provide water and sewer utility
service in the Mountain Air Development in Yancey County, North Carolina, contingent
upon Mountain Air complying with the conditions prescribed in paragraph 2 below.
2. That Mountain Air Utilities Corporation shall complete one of the attached
bonds (Appendices A-1, A-2, or A-3) and return said bond to the Commission. If the
bond selected is Appendix A-1, the Applicant shall deposit the appropriate surety in the
amount of $30,000 with Branch Banking and Trust, Attention: Julia Percivall, Trust
Administrator, 3605 Glenwood Avenue, Raleigh, North Carolina 27612. If the bond
selected is Appendix A-2 or Appendix A-3, the Applicant shall file the appropriate surety
and commitment letter (see Filing Requirements for Bonding, Appendix A-4) with the
Commission.
3. That, upon Commission approval of the bond, surety and commitment
letter, a further Order shall be issued granting the Certificate of Public Convenience and
Necessity, approving a Schedule of Rates, and requiring public notice.
0

4. That the Notice to Customers of Order Granting Franchise and Approving
Rates, attached hereto as Appendix D, shall be mailed or hand delivered by the
Applicant to all customers within 10 days of the effective date of this Order; and that the
Applicant submit the attached Certificate of Service properly signed and notarized not
later than 30 days after the effective date of this Order.
5. To ensure that customers are provided adequate sewer service, the
Applicant must take responsibility for the maintenance, repair, and replacement of the
household grinder pump stations.
6. The Applicant shall keep detailed time records for all utility employees.
7. The Applicant's tariff sheet shall include the following language:
Customers who ask to be reconnected within nine months of
disconnection will be charged the base charge and flat rate charge (if any)
for the service periods that they were disconnected."
8. The Applicant must provide a copy of Appendix C, Schedule of Rates, to
all new customers when the property being served is sold.
ISSUED BY ORDER OF THE COMMISSION
This the day of 2001.
NORTH CAROLINA UTILTIES COMMISSION
Geneva S. Thigpen, Chief Clerk
1.

NCUC DOCKET NO. W 1148
(Name of Utility)
(State)
Carolina in the sum of
BOND
of
APPENDIX A-1
(City)
as Principal, is bound to the State of North
Dollars ($
and for which payment to be made, the Principal by this bond binds himself, his, and its
successors and assigns.
THE CONDITION OF THIS BOND IS:
WHEREAS, the Principal is or intends to become a public utility subject to the laws of
the State of North Carolina and the rules and regulations of the North Carolina Utilities
Commission, relating to the operation of a water or sewer utility
(describe utility)
and,
WHEREAS, North Carolina General Statutes Sec. 62-110.3 requires the holder of a
franchise for water or sewer service to furnish a bond with sufficient surety, as approved
by the Commission, conditioned as prescribed in G.S. Sec. 62-110.3,. and Commission
Rules R7-37 and/or R10-24, and,
WHEREAS, the Principal has delivered to the Commission
(description of security)
with an endorsement as required by the Commission, and,
WHEREAS, the appointment of an emergency operator, either by the Superior Court in
accordance with G.S. Sec. 62-118(b) or by the Commission with the consent of the
owner, shall operate to forfeit this bond, and
WHEREAS, this bond shall become effective on the date executed by the Principal, and
shall continue from year to year unless the obligations of the Principal under this bond
are expressly released by the Commission in writing.
NOW THEREFORE, the Principal consents to the conditions of this Bond and agrees to
be bound by them.
This the day of 20
(Name)

NCUC DOCKET NO. W-1148
(Name of Utility)
(State)
BOND
of
APPENDIX A-2
(City)
as Principal, is bound to the State of North
Carolina in the sum of
Dollars ($ ) and for which
Principal by this bond binds and
(himself)(itself)
THE CONDITION OF THIS BOND IS:
(his)(its)
payment to be made, the
successors and assigns.
WHEREAS, the Principal is or intends to become a public utility subject to the
the State of North Carolina and the rules and regulations of the North Carolina
Commission, relating to the operation of a water and/or sewer utility
(describe utility)
laws of
Utilities
and,
WHEREAS, North Carolina General Statutes Sec. 62-110.3 requires the holder of a
franchise for water and/or sewer service to furnish a bond with sufficient surety, as
approved by the Commission, conditioned as prescribed in G.S. Sec. 62-110.3, and
Commission Rules R7-37 and/or R10-24, and
WHEREAS, the Principal has delivered to the Commission an Irrevocable Letter of
Credit from
(Name of Bank)
with an endorsement as required by the Commission, and,
WHEREAS, the appointment of an emergency operator, either by the Superior Court in
accordance with G.S. Sec. 62-118 (b) or by the Commission with the consent of the
owner, shall operate to forfeit this bond, and
WHEREAS, if for any reason, the Irrevocable Letter of Credit is not to be renewed upon
its expiration, the Bank shall, at least 60 days prior to the expiration date of the
Irrevocable Letter of Credit, provide written notification by means of certified mail, return
receipt requested, to the Chief Clerk of the North Carolina Utilities Commission, 4325
Mail Service Center, Raleigh, North Carolina 27699-4325 and Branch Banking and
Trust, Trust Group, 3605 Glenwood Avenue, Raleigh, North Carolina 27612, that the
Irrevocable Letter of Credit will not be renewed beyond the then current maturity date
for an additional period, and

WHEREAS, failure to renew the Irrevocable Letter of Credit shall, without the necessity
of the Commission being required to hold a hearing or appoint an emergency operator,
allow the Commission to convert the Irrevocable Letter of Credit to cash and deposit
said cash proceeds with the administrator of the Commission's bonding program, and
WHEREAS, said cash proceeds from the converted Irrevocable Letter of Credit shall be
used to post a cash bond on behalf of the Principal pursuant to North Carolina Utilities
Commission Rules R7-37 (e) and/or R10-24 (e), and
WHEREAS, this bond shall become effective on the date executed by the Principal, and
shall continue from year to year unless the obligations ofthe Principal under this bond
are expressly released by the Commission in writing.
NOW THEREFORE, the Principal consents to the conditions of this Bond and agrees to
be bound by them.
This the day of
20
(Principal)

NCUC DOCKET NO. W-1148
of
(Name of Utility)
as Principal, and
the laws of (Name of Surety)
APPENDIX A-3
BOND
(City) (State)
_, a corporation created and existing under
, as Surety (hereinafter called "Surety"), are
(State)
bound to the State of North. Carolina in the sum of Dollars
($ ) and for which payment to be made, the Principal and Surety by this
bond bind themselves and their successors and assigns.
THE CONDITION OF THIS BOND IS:
WHEREAS, the Principal is or intends to become a public utility subject to the laws of
the State of North Carolina and the rules and regulations of the North Carolina Utilities
Commission, relating to the operation of a water and/or sewer utility
(Describe utility)
and,
WHEREAS, North Carolina General Statutes Sec. 62-110.3 requires the holder of a
franchise for water and/or sewer service to furnish a bond with sufficient surety, as
approved by the Commission, conditioned as prescribed in Sec. 62-110.3, and
Commission Rules R7-37 and/or R10-24, and
WHEREAS, the Principal and Surety have delivered to the Commission a Surety Bond
with an endorsement as required by the Commission, and
WHEREAS, the appointment of an emergency operator, either -by the Superior Court in
accordance with G.S. Sec. 62-118 (b) or by the Commission with the consent of the
owner, shall operate to forfeit this bond, and
WHEREAS, if for any reason, the Surety Bond is not to be renewed upon its expiration,
the Surety shall, at least 60 days prior to the expiration date of the Surety Bond, provide
written notification by means of certified mail, return receipt requested, to the Chief
Clerk of the North Carolina Utilities Commission, 4325 Mail Service Center, Raleigh,
North Carolina 27699-4325 and Branch Banking and Trust, Trust Group, 3605
Glenwood Avenue, Raleigh, North Carolina 27611that the Surety Bond will not be
renewed beyond the then current maturity date for an additional period, and
WHEREAS, failure to renew the Surety Bond shall, without the necessity of the
Commission being required to hold a hearing or appoint an emergency operator, allow
the Commission to convert the Surety Bond to cash and deposit said cash proceeds
with the administrator of the Commission's bonding program, and

WHEREAS, said cash proceeds from the converted Surety Bond shall be used to post a
cash bond on behalf of, the Principal pursuant to North Carolina Utilities Commission
Rules R7-37 (e) and/or R10-24 (e), and
WHEREAS, this bond shall become effective on the date executed by the Principal, for ,.
an initial
year term, and shall be automatically renewed for additional
(No. of Years) (No. of Years)
year terms, . unless the obligations of the principal under this bond are expressly
released by the Commission in writing.
NOW, THEREFORE, the Principal and Surety consent to the conditions of this bond
and agree to be bound by them.
This the day of
LIM
AM
(Principal)
(Corporate Surety)

r APPENDIX A-4
Filing Requirements for Bonding
Type of Bond
Cash / Certificate
of Deposit Bond
Irrevocable Letter
of Credit Bond
Commercial Surety
Bond
Bond A-1
X
Bond A-2
�..
X
Bond A-3
X
Cash / CD
X
Letter of Credit
X
Surety Bond
X
Commitment Letter
X
X
(To be filed with the Chief Clerk - where applicable)
1. Copy of the Original Bond - Preferably on the forms prescribed in the
Commission Order dated July 19, 1994, in Docket No. W-100, Sub 5 (Bond
forms are usually attached to Order Requiring Bond for each specific franchise).
2. Notification from Branch Banking & Trust Company (BB&T is the Commission's
custodian for bond sureties) that cash or CD surety has been received for a given
bond.
3. Copy of Original Non -Perpetual Irrevocable Letter of Credit [Letter of Credit must
comply with Rule R7-37 New Section (e)(4) as adopted by the Commission in its
Order dated July 19, 1994, In Docket No. W-100, Sub 5.]
4. Copy of Original Non -Perpetual Commercial Surety Bond [See No. 3 above]
5. Copy of Commitment Letter
(a) This letter need only contain a statement indicating whether the utility is
required to pledge utility company assets (collateral and type) to secure
the bond or irrevocable letter of credit; and
(b) The premium paid by the utility (if any) to the bank and/or lending
institution for their accommodation of the borrower.
ft
L

APPENDIX B
STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
DOCKET NO. W-1148
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
MOUNTAIN AIR UTILITIES CORPORATION
is granted this
CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY
to provide water and sewer utility service
in
MOUNTAIN AIR DEVELOPMENT
Yancey County, North Carolina
subject to any orders, rules, regulations,
and conditions now or hereafter lawfully made
by the North Carolina Utilities Commission.
ISSUED BY ORDER OF THE COMMISSION.
This the day of 2001
NORTH CAROLINA UTILITIES COMMISSION
Geneva S. Thigpen, Chief Clerk

SCHEDULE OF RATES
for
MOUNTAIN AIR UTILITIES CORPORATION
for providing water and sewer utility service in
MOUNTAIN AIR DEVELOPMENT
Yancey County, North Carolina
From date of approval through December 31 2001:
Monthly Water Rates:
Base Rate, includes 2,000 gallons $ 17.00
Usage Rate, per 1,000 gallons $ 2.75
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 14.20
(above 6,000 gallons)
Monthly Commercial Sewer Rates:
Base Rate, includes 2,000 gallons $ 37.00
Usage Rate, per 1,000 gallons $ 3.50
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 5.50
(above 6,000 gallons)
Residential Flat Sewer Rate: $ 32.00
From January 1 2002 through December 31 2002:
Monthly Water Rates:
Base Rate, includes 2,000 gallons $ 22.00
Usage Rate, per 1,000 gallons $ 3.25
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 14.20
(above 6,000 gallons)
1P
APPENDIX C
PAGE 1 OF 3

APPENDIX C
PAGE 2 OF 3
Monthly Commercial Sewer Rates:
Base Rate, includes 2,000 gallons $ 43.00
Usage Rate, per 1,000 gallons $ 4.25
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 5.50
(above 6,000 gallons)
Residential Flat Sewer Rate: $ 42.00
From January 1. 2003 onward:
Monthly Water Rates:
Base Rate, includes 2,000 gallons $ 27.60
Usage Rate, per 1,000 gallons $ 4.25
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 14.20
(above 6,000 gallons)
Monthly Commercial Sewer Rates:
Base Rate, includes 2,000 gallons $ 43.85
Usage Rate, per 1,000 gallons $ 5.00
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 5.55
(above 6,000 gallons)
Residential Flat Sewer Rate: $ 47.40
Water Tap -On Fee: $ 500.00
Sewer Tap -On Fee: $3,000.00
Reconnection Char
If water service cut off by utility for good cause: $15.00
If water service discontinued at customer's request: $15.00
If sewer service cut off by utility for good cause $15.00
NOTE: Customers who ask to be reconnected within nine months of disconnection will
be charged the base charge and flat rate charge (if any) for the service periods
that they were disconnected

�1
Bills Due:
Bills Past Due:
Billing Frequency:
APPENDIX C
PAGE 3OF3
On billing date
15 days after billing date
Shall be monthly for service in arrears
Finance Charges for Late Payment: 1 % per month will be applied to the
unpaid balance of all bills still past due 25 days after billing date.
Issued in Accordance with Authority Granted by the North Carolina Utilities Commission
in Docket No. W-1148 on this the day of 2001.
ti

APPENDIX D
STATE OF NORTH CAROLINA PAGE 1 OF 3
UTILITIES COMMISSION
RALEIGH
L
DOCKET NO. W-1148
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
In the Matter of )
Application by Mountain Air Utilities )
Corporation, Post Office Box 1090, Burnsville, )
NOTICE TO CUSTOMERS
North Carolina 28714 for Certificate of Public )
OF ORDER GRANTING
Convenience and Necessity to Furnish Water )
FRANCHISE AND
and Sewer Utility Service in the Mountain Air )
APPROVING RATES
Development in Yancey County, North )
Carolina, and for Approval of Rates )
BY THE COMMISSION: Notice is given that the North Carolina Utilities
Commission has granted Mountain Air Utilities Corporation, Post Office Box 1090,
Burnsville, North Carolina 28714 (Applicant), a Certificate of Public Convenience and
Necessity to provide water and sewer utility service in Mountain Air development in
Yancey County, North Carolina and approval of rates. The rates approved by the
Commission are as follows and are effective for service rendered on and after the date
of this Notice.
From date of approval through December 31 2001:
Monthly Water Rates:
Base Rate, includes 2,000 gallons $ 17.00
Usage Rate, per 1,000 gallons $ 2.75
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 14.20
(above 6,000 gallons)
Monthly Commercial Sewer Rates:
Base Rate, includes 2,000 gallons $ 37.00
Usage Rate, per 1,000 gallons $ 3.50
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 5.50
(above 6,000 gallons)
Residential Flat Sewer. Rate: $ 32.00

From January 1 2002 through December 31,200 2:
Monthly Water Rates:
Base Rate, includes 2,000 gallons
Usage Rate, per 1,000 gallons
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons
(above 6,000 gallons)
Monthly Commercial Sewer Rates:
Base Rate, includes 2,000 gallons
Usage Rate, per 1,000 gallons
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons
(above 6,000 gallons)
Residential Flat Sewer Rate:
From Ja ivary 1 2003 onward:
Monthly Water Rates:
Base Rate, includes 2,000 gallons
Usage Rate, per 1,000 gallons
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons
(above 6,000 gallons)
Monthly Commercial Sewer Rates:
Base Rate, includes 2,000 gallons
Usage Rate, per 1,000 gallons
(from 2,000 to 6,000. gallons)
Usage Rate, per 1,000 gallons
(above 6,000 gallons)
Residential Flat Sewer Rate:
Water Tap -On Fee•
Sewer Tap-0n Fee.•
01
$ 22.00
$ 3.25
$ 14.20
$ 43.00
$ 4.25
$ 5.50
$ 42.00
$ 27.60
$ 4.25
$ 14.20
$ 43.85
$ 5.00
$ 5.55
$ 47.40
$ 500.00
$3,000.00
APPENDIX D
PAGE 2OF3

0
t
APPENDIX D
PAGE 3OF3
Reconnection Charge•
If water service cut off by utility for good cause: $15.00
If water service discontinued at customer's request: $15.00
If sewer service cut off by utility for good cause $15.00
NOTE: Customers who ask to be reconnected within nine months of disconnection will
be charged the base charge and flat rate charge (if any) for the service periods
that they were disconnected
Bills Due: On billing date
Bills Past Due: 15 days after billing date
Billing Frequency: Shall be monthly for service in arrears
ISSUED BY ORDER OF THIS COMMISSION.
This the day of 2001.
NORTH CAROLINA UTILITIES COMMISSION
Geneva S. Thigpen, Chief Clerk

n
s
CERTIFICATE OF SERVICE
I' mailed with sufficient
postage or hand delivered to all affected customers the attached Notice to Customers '
issued by the North Carolina Utilities Commission in Docket No. W-1148, and the Notice
to Customers was mailed or hand delivered by the date specified in the Order.
This the day of 2001.
IN
Signature
Name of Utility Company
The above named Applicant,
,
personally appeared before me this day and, being first duly sworn, says that the
required Notice to Customers was mailed or hand delivered to all affected customers,
as required by the Commission Order dated in Docket No.
W-1148.
Witness my hand and notarial seal, this the day of 2001.
My Commission Expires:
Notary Public
Address
Date

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
DOCKET No. W-1148
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
In the Matter of
Application by Mountain Air Utilities Corporation, ) ORDER GRANTING
Post Office Box 1090, Burnsville, North Carolina ) MOTION TO AMEND
28714, for Certificate of Public Convenience and ) APPLICATION AND
Necessity for Water and Sewer Utility Service in ) REVISE CUSTOMER
the Mountain Air Development in Yancey County, ) NOTICE
North Carolina, and for Approval of Rates )
BY THE CHAIRMAN: On January 29, 2001, the Commission issued an Order
Granting Motion to Amend Application, Revise Customer Notice, and Reschedule Hearing
in the above -captioned docket. On February 12, 2001, Mountain Air Utilities Corporation
(Applicant) filed a Motion to Authorize Amendment to Application. In said Motion, the
Applicant sought to modify its requested tariff.
Based upon the foregoing, the Chairman is of the opinion that good cause exists
to grant the requested Motion.
IT IS, THEREFORE, ORDERED as follows:
1. That the revised Notice to Customers, attached as Appendix A, be mailed
with sufficient postage or hand delivered by the Applicant to all customers in the above -
captioned service area no later than 2 days after the date of this Order; and that the
Applicant submit to the Commission the attached Certificate of Service properly signed and
notarized no later than 7 days after the date of this Order.
2. That, except as amended herein, the Orders of December 22, 2000, and
January 29, 2001, shall remain in full force and effect.
ISSUED BY ORDER OF THE CHAIRMAN.
This the 0 d ay;of,, '2001.
NORTH CAROLINA UTILITIES COMMISSION
rb021401.03
,._.., Geneva S. Thigpen, Chief Clerk

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
APPENDIX A
PAGE 1 OF 4
NOTICE TO CUSTOMERS
DOCKET NO. W-1148
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
Notice is given that Mountain Air Utilities Corporation, Post Office Box 1090,
Burnsville, North Carolina 28714, has applied to the North Carolina Utilities Commission
for a certificate of public convenience and necessity to furnish water and sewer utility
service in the Mountain Air Development in Yancey County, North Carolina, and for
approval of the following rates:
From date of approval until December 31, 2001:
Monthly Water Rates
Base Rate, includes 2,000 gallons $ 20.00
Usage Rate, per 1,000 gallons $ 3.00
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 14.20
(above 6,000 gallons)
Monthly Sewer Rates (without a telemetry system)
Commercially Metered Rate:
Base Rate, includes 2,000 gallons $ 37.00
Usage Rate, per 1,000 gallons $ 3.50
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 5.50
(above 6,000 gallons)
Flat Residential Rate:
Flat Monthly Fee - residential $ 39.00

- APPENDIX A
PAGE 2 OF 4
From January 1, 2002, until December 31 2002,
Monthly Water Rates
Base Rate, includes 2,000 gallons $ 23.50
Usage Rate, per 1,000 gallons $ 3.60
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 14.20
(above 6,000 gallons)
Monthly Sewer Rates (without a telemetry system)
Commercially Metered Rate:
Base Rate, includes 2,000 gallons $ 43.00
Usage Rate, per 1,000 gallons $ 4.25
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 5.50
(above 6,000 gallons)
Flat Residential Rate:
Flat Monthly Fee - residential $ 45.00
From January 1 2003 onward:
Monthly Water Rates
Base Rate, includes 2,000 gallons $ 27.60
Usage Rate, per 1,000 gallons $ 4.25
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 14.20
(above 6,000 gallons)

Monthly Sewer Rates (without a telemetry system)
Commercially Metered Rate:
Base Rate, includes 2,000 gallons $ 50.00
Usage Rate, per 1,000 gallons $ 5.00
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 5.50
(above 6,000 gallons)
Flat Residential Rate:
Flat Monthly Fee - residential $ 52.00
PUBLIC HEARING
APPENDIX A
PAGE 3OF4
The Commission has scheduled the application for public hearing at 7:00 p.m., on
Thursday, March 1, 2001, in the Courtroom, Yancey County Courthouse, Town Square,
Burnsville, North Carolina 28714.
The Public Staff is authorized by statute to represent the consumers in proceedings
before the Commission. Written statements to the Public Staff should include any
information, which the writer wishes to be considered by the Public Staff in its investigation
of the matter, .and these statements should be addressed to Mr. Robert Gruber, Executive
Director, Public Staff, 4326 Mail Service Center, Raleigh, North Carolina 27699-4326.
Written statements can also be faxed to [phone] or e-mailed to
andy.lee@nr,maii.net.
The Attorney General is also authorized by statute to represent the consumers in
proceedings before the Commission. Statements to the Attorney General should be
addressed to The Honorable Roy Cooper, Attorney General, c/o Utilities Section, Post
Office Box 629, Raleigh, North Carolina 27602.
Written statements are' not evidence unless those persons appear at a public
hearing and testify concerning the information contained in their written statements.

APPENDIX A
PAGE 4OF4
Persons desiring to intervene in the matter as formal parties of record should file
a motion under North Carolina Utilities Commission Rules R1-6, R1-7, and R1-19 no later
than 10 days -before the date of the hearing. These motions should be filed with the North
Carolina Utilities Commission, 4325 Mail Service Center, Raleigh, North Carolina
27699-4325.
This the IA,�4d ay of IL2001.
NORTH CAROLINA UTILITIES COMMISSION
Geneva S. Thigpen, Chief Clerk

CERTIFICATE OF SERVICE
I, , mailed with sufficient
postage or hand delivered to all affected customers the attached Notice to Customers
issued by the North Carolina Utilities Commission in Docket No. W-1148, and the Notice
was mailed or hand delivered by the date specified in the Order.
This the day of
M
2001.
Signature
Name of Utility Company
The above named Applicant, , personally
appeared before me this day and, being first duly sworn, says that the required Notice to
Customers was mailed or hand delivered to all affected customers, as required by the
Commission Order dated in Docket No. W-1148.
Witness my hand and notarial seal, this the day of
(SEAL) My Commission Expires:
Notary Public
Address
Date
2001.

-rOM ` : ^--A0ANAUGH & ASSOC. -ASHEU I LLE I L FAX NO. :
Mar. 16 2001 03:51PM P1
r`
CAVANAtJ G H
Solutions through Fntegrity and partnership
CAVANAUGH & ASSOCIATES, P.A.
Consulting Engineers `
306 West Maywood Street
Asheville, North Carolina 28801
[phone] Fax [phone]
Facsimile Cover Sheet
To; WMT)4
Company: kzt6m � # k
�F�
�wr1go �.
Fax Number:
��y
V
3AA/
ProjectNumber: . 00, 0'z. 7,
NO. of pages (including Cower):
COMMents:
DJUA),4-R/-
1 r12,mA01

`}FROM t- CAUANAUGH & ASSOC. -ASHEU I LLE I L FAX NO. Mar. 16 2001 03: 52PM P2
State of North Carolina
Department of Environment and Natural Resources
Division of Water QuatI
WATERSHED CLASSIFICATION ATTACHMENT
Any changes made to this farm will result in the application being returned.
(rHIS F'OIW ,W,4 y RE P)I()77)(,'OPIFI)Fl)It USE, A,S AN ORIGINAL)
TNSTRUC:TJONS:
To determine the classification of the watershed(s) in which the subject project will be bated, you are required to
submit this farm, with Items 1 through 8 completed, to the appropriate Division of Water Quality l.4onal Office
Water {duality Supervisor (see Page 2 of 2) prior to submittal of the application for review. At a minimum, ,you mist
include an $,S" by 11" chpy of the portion of a 7.5-minute USES Topographic Map that shows the sw£a. watets
immediately downslope of the project, You must identify the location of the project and the closest downslope surface
waters (waters for wluch you are requesting the classification) on the submitted map copy. if the facility is located in
the Meuse River Basin, also include a copy of the sail survey map for the project location. The corresponding non -
discharge application may not be submitted until this torus is completed by the appropriate regional office and
included with the submittal.
I. Applicant's name (Hanle of the municipality, corporation individual, etc.):
2. Namq.4,nd compi • e address of applicant: �......
City: 024)5V, .�,..__ State: Zip:
Telephone number: ()r' Facsimile number: ()/"
3, Project name (name of the s division. facility or establishment, etc.):
4. County where project is located: —
5, Nattte(s) of closest surface waters:
6. River basin(s) in which the project is located:
7. Topographic map name and date: '%. • / z. /
8. North Carolitia Professional Engineer's seal, signature, and date:
Tlx: REGIONAL, OFFICE WAYER sQUALIT'Y SUPERVISOR
Please provide me with the classification(s) of the surface waters, watershed(5), and appropriate river basin(s) whore
these activities will occur, as identified on the attached map se,Sment:
Name(s) of surface waters and river basin(s):
Classification(g) (as established by the EM(.: , r
Proposed classification(s), if applicable: _
River basin buffer rule., if applicable: r -f e r 5 he-%„e
A (�
Signature of regicinai office personnei: �bate:
,.1
FORM: WSCA 10/99 Page 1 of 2

FROM :,CAUANAUGH & ASSOC. -ASHEV I LLE I L FAX NO.
'D STATES
OF THE INTERIOR
�AL SURVEY
I 377ODft E.
0
r, F7' t% "93.
�•04
n'
Mar. 16 2001 03:52PM P3
UN . ITED STA'
TENNESSE.E VALLE�
I
MAPS AND SURVEYS1
9(,,pjvqv)4LC, 4.8 MI. 4561 W--N
L I
\M
h

TO
PROCEDURE 4 REQUEST FORM
DATE: 12- _71)0
Post - it® Fax Note 7671
Date ✓/ pages
To
From
Co. pt.
Co.
Phone #
Phone #
Fax #
Fax #
(5119) /33-5083 x524
Fax [phone]
Section
Application Number: AD01417.11 County:
Applicant:,
Project Name: 1' + .or
Recelvixag Facility: WV1 t U Vf i l - Fermat # NC n0 71b
Flow Volume: AM) CPD Flow Type: K Dom. —Com.. —Ind.
Errineer: SOC project? �'es —no
Approval,: �/ Denial:
Comments: -
/Rezional Sizonatuze:
i l� t`Y 1 S ► ,irt `i r►fa -;p j�pW Ct� hYA.� v%94
{►�Il1YG�'�vl'itW'r i'►A5 ,+- otsep �(he
' rtc nkl� 0►� 1'b+t �t t DVrf i U Get D Y�► r Cr� f kj Y t t+�. �`�"`
Appli-ca on Numbez: County:
Project Name: _
Recelvixia Facility:
Flow Volu CPD Flow Type:.,
APP zoti a1.
Comments:
RE-ional Si_vnature:
Denial:
P�nit
D0 Com- _ _�:U
50C project? _y,� no
0 d.

NON NPDES FAd%'TLITY AND PERMIT DATA 01/16/01 11:22:34
UPDATE OPTION TRXID 50U KEY WQ0019476
PERSONAL DATA FACILITY APPLYING
FOR PERMIT APP/PERMIT FEE-$ 400.00
REGION
FACILITY NAME> MTN AIR DEV CORP-ROCKY KNOB 2
COUNTY> YANCEY
01
ADDRESS: MAILING (REQUIRED)
ENGINEER:
CAVANAUGH & ASSOCIATES
STREET: PO BOX 1037
STREET:
306 W. HAYWOOD STREET
CITY: BURNSVILLE ST NC
ZIP 28714 CITY:
ASHEVILLE ST NC
ZIP 28801
TELEPHONE [phone]
TELEPHONE:
828 255 7596
STATE CONTACT> SERG-PS/ARO
FACILITY
CONTACT RANDY BANKS
TYPE OF PROJECT> SEWER -PRIVATE
LAT: LONG:
DATE APP RCVD 12/29/00
N=NEW,M=MODIFICATION,R=REISSUE>
N
DATE ACKNOWLEDGED / /
DATE REVIEWED
/ / RETURN DATE
REG COMM REQS / /
DATE DENIED
/ / NPDES #-
REG COMM RCVD / /
DATE RETURNED
/ / TRIB Q
.0000 MGD
ADD INFO REQS / /
OT AG COM REQS
/ / TRIB DATE-
ADD INFO RCVD / /
OT AG COM RCVD
END STAT APP P 03/29/01
DATE ISSUED
/ / DATE EXPIRE
FEE CODE( 7)1=(>1MGD),2=(>10KGD),3=(>1KGD),4=(<1KGD+SF),5=(S>300A),6=(S<=300A),
7=(SENDEL),8=(SEDEL),9=(CLREC),0=(NO FEE) DISC CODES 02 ASN/CHG PRMT
ENG CERT DATE / / LAST NOV DATE / / CONBILL( )
COMMENTS:
MESSAGE: *** DATA ADDED SUCCESSFULLY ***
cp^

FRa " Cfa)WH1JGH 2. A1_--SQ(,;.-A5WAJ1L.LElL. FAX NO. i Dec. 21 2e00 10:SIAM P;?
State of Nortk Camfi CEIVED
Department of Eelvirodment and Natural Resources
Mvislod of Wider Quality "
WATERSHLD CLASSIFICATION ATTA.CHMES TER QUA TY SECTION
Any changes mlilde to tale loan wHI r+taWt to the applic"n being r6WFi hel'ge pel liiong
('1 HIS At7RM A liYJ�EPH07000PIEf1 MR UE AS ANORIMNALj'
INSTRUC;TIONk:
't-at (ictcrrrdne the classi5cation of the water*W$) in which the aMW yojfowin be loeatl, you are required to
Sulvetit tilts fcsRn, with ltems 1 ttlrOttgh 8 completed, to tila apprap *o DiVoion of Water QWity Regtanet Office
water Quality Snpervisor (set Page 2 of 2) pft to aubopi W of do appikation for review. At a minirrtum, YC'at must
iga,lkufe as H.5" kry I v copy of the portion ofa 7.5-u&9M UWS TOPOVMPW MKIP that shawa the Surface waters
imtnediatciy clownslopc of the projeol. You ttatst Wag* the locatltkro of the projm and dm dowt dowrc+akrpo eurffeat
waders (wators for which you are regt"h* the daaaiftrattion) on tip *tutted map cnpy, if tho fstoility is located in
the Nemise River h3asin. alw inndude a rc'AY asf ti a eail curvy "Pf*f the i?'qj6d loon. The cartespoudiaaa8 non-
dischats Apldiratian Mtty ►got be tttbaaitted OUttithin irorm it aoryldrad br tits sppa°aMat* r�artaal aal lea Aare
Included with the submittai.
I . ApPtictu►t's name (name of dw muY%iegwdify, 6ogP0ratioa, hWivid+tal, em): • Mrkut�' i i n Air
boyelopmerR, t Corporation
2. NarnV kind complete address of sppliout: Varne3Z flame,r-
P e o • Box 1037
'rolophone number: (. $..^�,,,$) $8 i -.fig Fusim+le tt mbor;
3. Projtro name (narne of the subdivittil pyr Awty or atabijltta►aei, tat+s.): Rocky.-, Knpb
_. Mqg n b,a i n Air Co�'
4. County where pre+ject is located: XQUINY- -- --- —
5 Naure(r.)oPclo�hcgwfacewaier5: L�L"Y lyg�ipa Br�}t�Yt �,,,,,_ --- .._..
6 River hasia(s) in w1kU the project is (Cued' Z r or n-a-11__-
7. Topographic nup name and date: ttkrs!a-xkn ruAY j, tI I
ue eeaeekea►aaorr
ti NorUoo�?A?J?�ir Phi l®ta I Engitteor's attd date:
oe ® peoeee,"� o
SUL
T'Cl:.itl (Zt tJ� j�!i�` ►file>e Q LlA1uTY SITFZ %VWR
l'lcasa rovarh Otte ith h ,d1i catiCn(aj of the surfasa wadert, w (s}, asad aplsropriwt river baain(s) where
rhe�,c a ..ivitret; w'lil4fdblir,�as ad on the ed mapttt13' 1` �, ;� (� t
., ,�., �,, ^Inca 6� N
Namc(s) o su wa s and river baaina(a): + C' -'1! �
C:la.ssificiakni(fi) (as established by the EMC): �„ Ts"+,t'' LhA:---
Pr'orosud claa:tification(s), if appiioubie:.a
•Inver haurin buf]ar rules, ifspplioablra, _ 1V0-
r, r'
Signature ot'regional office Nertaottnel: - +,,,,,,,.• I'M;."L. I�dtc: i��:-
FORM: WSCA 10199 Pop I oft

Mountain Air Country Club
Running Sewer Allocation Totals
December 15, 2000
Development
Number of
Number of
Flow per
Total
Units
Bedrooms
Bedroom
Flow ( d)
Brandy Run and Club Villas
33
3
75
7,425
24
2
75
3,600
Stoney Falls and Slick Rock Lodge
16
2
75
2,400
12
3
75
2,700
Phase Two
84
3
75
18,900
Spring Cove
45
3
75
10,125
20
2
75
3,000
Ivy Ridge
11
3
75
2,475
Heritage Ridge Villas
10
3
75
2,250
10
2
75
1,500
Camps at Creekside
20
3
75
4,500
40
2
75
6,000
Ivy Point and Boulder Pass
In Progress)
5
4
75
1,500
12
3
75
2,700
Rocky Knob not Permitted)
33
3
75
7,425
75
0
75
0
75
0
75
0
75
0
75
0
75
0
Total
76,500
Paeviuus
5 Qsen) rrAcs
ANT) PERPI) 7-,S
> 114)& Sv9m)rrnG

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Mr. Randy Banks
Mountain Air Country Club
P.O. Box 1090
Burnsville, North Carolina 28715
Dear Mr. Banks:
October 30, 2000
RECEIVED
OCT .1 2000
3.00.o2z^,7'
Wk NEW
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Mountain Air Country Club
Flow Study
Single Family Residences
Yancey County
On September 27, 2000, the Division of Water Quality Central Office received a flow reduction request for
condominiums, villas and homes at the Mountain Air Country Club. Supporting documentation was submitted by Mr.
Larry K. Barthelemy, IV, E.I. with Cavanaugh & Associates, P. A. on behalf of the club. The study requests approval
of a residential flow value of 75 GPD/bedroom for the dwellings located in the subject area. A previous flow reduction
request had been granted by the Division reducing the flow from 120 GPD/bedroom to 105 GPD/bedroom.
Mr. Barthelemy completed an evaluation between July 1999 and July 2000 for 20 developments (462
bedrooms) in accordance with 15A NCAC 2H .02190)(3). This evaluation included the monthly water flows for a
thirteen month period for the developments listed and daily sewer meter readings for July 2000. Since September 1999
had the highest peak monthly flow and the daily sewer meter readings were submitted for July 2000, the Division
requested daily sewer meter readings for September 2000. These were submitted but the daily average peak flow was
not greater than the July 2000 readings. The study indicated that 61 GPD/bedroom is the actual use but the request is
for 75 GPD/bedroom, 18% above the highest recorded reading.
Based upon the information submitted. the Division hereby approves the use of 75 GPD/bedroom in all
applicable non discharge permit applications for future wastewater collections extensions for the Mountain Air Country
Club. This consideration applies to any applicable future projects subnritted to the Division as well as any projects which
are currently under review. Regardless of the adjusted design daily wastewater flow rate, at no time shall the wastewater
t]ov's exceed the effluent limits defined in the Non -Discharge permit of the treatment facility.
If you have any questions or comments regarding this matter, please contact Ms. Marie Doklovic, E.I.T. at
(919)7 3 3-5083 ext. 371.
Sincer y s,
%---'. Kerr T. Stevens
cc: Vlanda Frasier, Asheville Regional Office
Larry Barthelemy, IV, Cavanaugh & Associates, P.A.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer naner

I
Ha) -or
Ruth ,Donka
ra"a Ckrk
i
�It Cn„0�.�!
Town Of burnrvillc
July 10, 1995
Coma1f4Ionere; .
Harold Bcnnett. dr.
rerr" HCCtirry
Clyde A. dt&4
RE"CEIVED
WATER QUAi..ITY SECTION
Non -Discharge Penit6ng
Mr. William R. Banks
P.O. Box 1037
Mountain Air Development Corp.
Burnsville, N.C. 28714
RE: Wastewater Allocation For Mountain Air Country Club
Dear Mr. Banks,
The -Town of Burnsville. has allocated by contract a maximum of
80,000 gallons per day of wastewater flow to be discharged from
Mountain Air Development Corp. to The Town of Burnsville Wastewater
Treat Facility.
The Town of Burnsville has no objections to the particular amounts
of flow that Mountain Air Corp. has allocated to its various
development projects as long as the total allocation for Mountain
Air Corp. does not exceed 00,000 gallons per day.
It appears that at present a total of 78,640 gallons per day has
been allocated, as indicated: Phase I, 40,000 GPD; Brandy Run/Club
Villa, 17,640 GPD; Spring Cove; 21,000 GPD; which leaves only 1,360.
GPD to be allocated.
Sincerely,
.,_ sew IN AST�Ii�
MA
Toni Storie
Director of Public Wprks.
Town of: Burnsville '
�' P.O. box 97 • Durnavillc, Nortli Carolina 28714 hlione [phone] • FAX [phone]

fE OF NOP�T CAROLINA
COUNTY OF I Y a n c e
Permit No.
•' is M : . i u!. ►1
This AGREEMENT made pursuant to G.S. 143-215.1 (d 1) and entered into this t day of
nPrembp-r ?OAIl. , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the CONMSSJON; and
_, a corporation/gencral partnership rcgisteretV1icensed to do
business in the State of North lira, hereinafter known as the DEVELOPER.
WI`I'N1 S SETI i s
1, The DEVELOPER is the owner of the certain lands lying in Yancey __ County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known as
Rocky Knob Developm_er_tt _ Mountain Air QQun ry t,i,rn (hereinafter the Development).
2. Tlue DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COIVMS SION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System,
4, The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvenmerits
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C of the North Carolina General Statutes.
The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the Declaration,
the (Unit avmm,; Agccx.i° ' n) _ (hereinafter
Association) a non-profit corporation organized and existing under and by the virtue of the laws of the State
of North Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, re -constructing and repairing the common elemems of the lands
and improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re -construction and repair.
6_ The CO-N12vUSSION desires to assure that the Disposal System of the Development is properly constructed,
modnuained and operated in accordance with law and permit provisions in order to protect the quality of the
waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
I . The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION; and shall thereafter properly operate
and maintain such systems and facilities in accordance KRth applicable permit provisions and law.
2. The DEVELOPER shall not transfer owxitrship and/or control of the Disposal System to the Association
until construction has been completed in accordance with the. permit and approved plans, and the staff of the
Division of Environmental Management has inspected and approved of the facilities. In order to change the
name of e permit holder, the DEVELOPER must request that the. pem-vt be reissued to the, Association,
The requ st must include a copy of the Association Bylaws and Declaration.
3. The DE .I-OPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for
the opera 'on and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's
successo .
1

The DEVEELOPER shall provide in the Declaration and Association Bylaws that the Disposal system and
appunena�nces thereto arc part of the common elements and shall thereafter be prt"rly maintained and
operated confanmity with law and the provisions of the permit for construction, operation, repair, and
tmainton, ce of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treainxncollection and disposal system as a common element which will receive the highest priority for
expenditLres by the Association except for Federal, State and local taxes, and insurance.
5. The DE OPF-R shall provide in the Declaration and Association Bylaws that the Disposal System will be
maintaiI out of the common expenses. In order to assure that there shall be funds readily available. to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance allocated for the facility and shall be part of the
yearly budgeL
6. In the event the common expense. allocation and separate fund are mot adequate for the construction, repair,
and maintenance of the Disposal System, the Declamtion and Association Bylaws shall provide for special
assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and
the Declaration and Bylaws Shall provide that such special assessments can be made as necessary at any
time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be acctpterl and discharged into said governmental
system; and shall convey or transfer as much of the Disposal System, and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate proNision for the continued
proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the
Association Bylaws that the Association shall not enter into voluntary dissolution without first having
transferred its said system and facilities to some person, corporation or other entity acceptable to and
approved by the CON-LN11SSION by the issuance of a perrrxit.
9. The agreements set font in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the CONINUSSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System,
10. A copy of this agreement shall filed at the Register of Deeds in the County(ies) where the Declaration is filed
and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Associadon.
.tN V,TINESS'WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRON-ME TAL
MA.NAGEME-NT COMMISSION
A. Preston Howard, Jr., P.E., Director
DiN ision of Environmental Management
Mmin .a i n Air npv L pMent Corpora ion
Name. of Developer/Company
Signature
Randy Banks, President
Print Name and Title
December 21, 2000
(Date)

ATT~ OF NORTH CAROLINA
COUNTY OF Yancey Pemait No.
This AGkEEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this Gt &Y of
nPremb r , 2a0.0 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the CONMSSION; and
a corporation/general partnership =gistered/licensed to do
business in the State of North linah rre after ]mown as the DEVELOPER.
'WTFN`LSSE'fE:
1. The DEVELOPER is the owner of the certain lands lying in Yancey __ County, upon
which it is erecting and will erect dwelling units and other ttrtprovemernts, said development to be known as
Rocky Knob DeYPlopment - Nountairl Air C Qunt-ry ri uh (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system writh pumps, wastewater treatment
works and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
The DEVELOPER has applied to the COT*MS SION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other impmvemerits
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C of the North Carolina General Statutes.
5, The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the Declaration,
the (Unit _Ovmt r_s Agsnc.i° n -- _ , (hereinafter
Aciati
ssoon) a non-profit corporation organized and existing under and by the virtue of the laws of the State
of North Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, re -constructing and repairing the common elements of the lands
and improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re -construction and repair.
6_ TZie CO' lNIISSION desires to assure that the Disposal System of the Development is properly constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the
waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the CO?�a!ISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the CONV�USSXON; and shall thereafter properly operate
and maintain such systerns and facilities in accordance with applicable pe uiit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the pertnit and approved plans, and the staff of the
Division of Environmental Management has inspected and approved of the facilities. In order to change the
name of e pet' n t holder, the DEVELOPER must request that the pernvt be reissued to the, Association.
The requc st must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for
the opeml 'on and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's
successo .
1

i 3 3-err I `
The DEV�LOPER shall provide in the Declaration and Association Bylaws that the Disposal system and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated conformity with lave and the provisions of the permit for construction, operation, repair, and
maintop ice of the system and facilities. The Declaration and Bylaws sidentify the entire wastewater
treatment hall collection and disposal system as a common element which will Mceive the highest priority for
expenditures by the Association except for Federal, State and local taxes, and insurance.
5. The DE OPER shall provide in the Declaration and Association Bylaws that the Disposal System will be
maintain Out of the Common expenses. In orricr to assure that there shall be funds readily available 14
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be mated out of the common expenses.
Such fund shall be separate from the routine maintenance allocated for the facility and shall be part of the
yearly budge
6. In the event the common expense allocation and separate fund arc mot adequate for the construction, repair,
and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special
assessments to cover such necessary costs. 'There shall be no limit on the amount of such assessments, and
the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any
time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system; and shall convey or transfer as much of the Disposal System, and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recogniang that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into volunmy dissolution without having made adequate provision for the continued
proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the
Association Bylaws that the Association shall not enter into voluntary dissolution without first having
transferred its said system and facilities to some person, corporation or other entity acceptable to and
approved by the COIlLNUSSION by the issuance of a pemat,
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and S above shall be. conditions of any
permit issued by the CONMUSSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall filed at the Register of Deeds in the County(ies) where the Declaration is filed
and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN V TTNESS WHEREOF, this aereement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR TEE E'\'�IIRON?�IEh'TAL
NIANAGEI ENT COMMISSION
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
Moue .ai n Air P)Z ,"pMpnt Corp-gration
Name of Developer/Company
�l
Signature
Randy Banks, President
Print Name and Title
December 21, 2000
(Date)

December 21, 2000
Kerr T. Stevens, Director
NCDENR
Divisio_ny. ater Quality
on -Discharge Permitting Unit'
617 Mail Service C
Ra 9-1617
Re: Rocky Knob Development
Mountain Air Country Club
Yancey County, North Carolina
Dear Mr. Stevens,
V
C AVA N A U G H
Solutions through integrity and partnership
Please find enclosed for your review and approval, the following:
1. Two copies of plans
2. Two copies of applications
3. Three copies of calculations
4. A copy of an executed WSCA 10/99 form
5. A check for $400.00
6. Correspondence from the NC Utilities Commission's Public Staff
7. Three copies of the operational agreement
8. A copy of the flow acceptance letter
9. A copy of a wastewater usage spreadsheet
10.A copy of the NCDENR flow reduction letter
This development will consist of both gravity and pressure sewer lines. Mountain Air
Utilities Corporation is in the process of becoming a Public Utility Corporation. As you
will see in the correspondence, only a few items are outstanding.
If you have any questions or comments, please feel free to contact me. Thank you for
your cooperation.
Sincerely,
CAVANAUGH & ASSOCIATES, P.A.
Larry K. Barthelemy, IV, E.I.
Enclosures
CC: Mr. Randy Banks, Mountain Air Development Corporation
Mr. Carl McConnell, Mountain Air Utilities Corporation
(� G:WDWGS\99-106\DOCS\Kerr_Stevens 12-21-OO.doc

Dec 21 00 10:11a
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Mountain fair Construction (82e)662-266
PUBLIC STAFF -) 88286820620
/^-o-/ Mt Case,
�Z8f0).- C76;C7
,
TA4j y
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NORTH C LROLINA
PUBLIC STAFF
UTILITIES COMMISSION
December 20, 2000
W. Carl McComell
Mountain Air Utilities Corporation
P. 0. Box 1090
Burnsville, North, Carolina 28714
-T. 005
R5CEIVED
WATER QUALM SECTION
Non-DM1181`98 PO"mitting
RE: Mountain Air Utilities Corporation
Docket No, W-11 48
Engineering Data Request #3
Dear Mr. McConnell:
1
The Public Staff needs more information in order to continue the review of your
application for a Certificate of Public Convenience and Necessity. The Utilities Commission has
scheduled the public hearing on your application for February 15, 7.001.
Please provide a response to the attacheddata request by January 4, 2001. If you are
viable to meet the response date, please call me at [phone] because I may need to
reschedule the hearing.
If you have any questions, please call..
Sincerely,
o
•`/�'
Jay B. Lucas, P.E.
Utilities Engineer
Water & Sewer Division
c: Kim Kelly, Hunton. & Williams
Michelle Boswell
ixeMve ®ireCtor CWT1pUaiCAGOua
L'C0WMIC &M611Clt Legal
Trane➢0rC31w
731.243S 133-2110
733.2902 733.4110
M-17M
ACCOtnllin¢ Consumer Swim
Nctric Ngmlil Gas
tvara,
711.4279 733.0277
713.2261 7r3.4326
113•5610
4326 Moil, 4arviee Ceatac anteigh,
Nomh Caroline 276W,4326 • Fax [phone]i65
Au Equal Opportuaky ! Atrinrwtrve ACIft Employer
P-
i01
14

ULI'I I 'L L
I UA-;71J I j,.) VJ I .JU1 1 L$Q Vl:'JL
STATE OF NO T
COUNTY OF Y a
CA.ROLINA
Permit No.
This AGREEMENT made pursuant to G.S. 143-215.1 (d 1) and entered into this __ 21 s t - day of
arPm. ?.r ,... ,
2aaZ_, by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
, a corporationVgeneral partnership mgister�Jlicensed to do
business in the State of North ling, hereinafter known as the DEVELOPER.
WTINESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Yancey _ County, upon
which it is errec ng and will erect dwelling units and other improvements, said development to be known as
Rocky Kno Dej�Plopment _ fountain Air Co try ri (hcreinafterthe Developrnont).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER. has applied to the COMMIS SION for the issuance of a penTiit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. Ile DEVELOPER has created or shalt create u,rut ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C of the North Carolina General Statutes.
S. The. DEVELOPER has caused to be. formed or will cause to be formed at the time of filing of the Declaration,
to (UTnil c Ace n , (hereinafter
Association) a non-profit corporation organized and existing under and by the virtue of the laws of the State
of North Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, re -constructing and repairing the common elements of the lands
and improvements subject to unit ownership, including the Disposal System; and of Collecting dues and
assessments to provide funds for such operation, maintenance, re -construction and repair.
6_ The COIN4NUSSION desires to assure that the Disposal System of the Development is properly constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the
waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance Mth the permit and plans and
specifiMZI
cations hereafter issued and approved by the COMSSXON; and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable pelTxiit pro\2sions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of the
Division of Environmental Management has inspected and approved of the facilities. In order to change the
name of e pem)lt holder, the DEVELOPER must request that the pen"vt be reissued to the Association.
The requ st must include a copy of the Association Bylaws and Declaration.
3. The DEVE1.0PER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for
the opera 'on and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's
successo .
1

DEM-P � E
4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal system and
appurten nces thereto are part of the common elements and shall themafter be properly im ntatned and
operated conformity with law and the provisions of the permit for construction, operation, repair, and
tmaintonice of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
ant collection and disposal system as a common element which will receive the highest priority for
expenditges by the Association except for Federal, State and local taxes. and insurance.
5. The DE OPER shall provide in the Declaration and Association Bylaws that the Disposal System will be
maintain, out of the common expenses. In order to ass= that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance allocated for the facility and shall be part of the
yearly budget.
6. In the event the common expense allocation and separate fund arc mot adequate for the construction, repair,
and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special
assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and
the Declaration and Bylaws shall provide that such special assessments can be trade as necessary at any
time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into.said governmental
system; and shall convey or transfer as much of the Disposal System, and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the .AsSociation to enter into voluntary dissolution without having made adequate provision for the continued
proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the
Association Bylaws that the Association shall not enter into voluntary dissolution without first having
transferred its said system and facilities to some person, corporation or other entity acceptable to and
approved by the COMNUSSION by the issuance of a pemrrit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COTYMSSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall filed at the Register of Deeds in the County(ies) where the Declaration is filed
and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
RI WTINESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENNTIRONINffiNTAL
MANAGEMENT COI , MJSSION
A. Preston Howard, Jr., P.E., Director
DiN ision of EnN ironmental Management
2
Mrni .a i n A i g Deye ppwont Corpora ion
Name of Developer/Company
Bv-
�l
Signature
Rangy Banks, President
.Print Name and Title
December 21, 2000
(Date)

State of North Carolina1'�
Department of Environment and Natural Resources R�CED
Division of Water Quality , C Z 9 2000
FAST -TRACK APPLICATION WATER QuAL ffY SECTION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE Mkq harge ftmitft
(Pressure sewers systems are not to be included as part of this application package) \ I - I '
THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL,
INSTRUCTIONS: Indicate that you have included the following list of required application package items by signing your
initials in the space provided next to each item. Failure to submit all required items will lead to additional processing and review
time for the permit application.
X A. Application Form - Submit one original and one copy of the completed and appropriately executed application form.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do need
to submit detailed plans and specifications unless you respond NO to item IV.6. and/or item IV.10.
X B. Attachment - Submit the completed and properly executed Form VA'SCA 10/99 for each watershed within the project
location.
X C. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of Environment
and Natural Resources (NCDENR),
X D. Certificates of Public Convenience and Necessity — If the application is being PP C submitted in the name of a privately -
owned public utility, submit two copies of the Certificate of Public Convenience and Necessity, which demonstrates
that the public utility is authorized to hold the utility franchise for the area to be served by the sewer extension. If a
Certificate of Public Convenience and Necessity has not been issued, provide two copies of a letter from the NC
Utilities Commission's Public Staff that states that an application for a franchise has been received, that the service area
is continuous to an existing franchased;area,and/or that franchise approval is expected.
X E. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if the
sewer extension will be serving residential or commercial lots (e.g., houses, condominiums, townhomes, outparcels,
etc.) that will be owned by a homeowners' association or developer. If the applicant is a homeowners' association, use
Form HOA 10/99. if the applicant is a developer, use Form DEV 10/99.
XF. Flow Acceptance Letters — If the owner of the downstream sewers and/or wwTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and'A'WTF. Flow acceptance
letters must contain the following minimum information: applicant and project name, amount of flow accepted, and
name and permit number of the receiving sewers/RW 'TF. The flow acceptance must not expire prior to permit
issuance and must be dated less than a year prior to the application date. Intergovernmental agreements or other
contracts will not be accepted in lieu of a project -specific flow acceptance letter.
THE COMPLETED APPLICATION PACKAGE, LNCLUDLNG ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOVI'ING ADDRESS:
NORTH CAROLINA DEPARTN'IENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service: By Courier/Special Delivery:
1617 AIAIL SERVICE CE)\"I ER _ " 512 NORTH SALISBURY STREET, SUITE 1219
RAI1 SIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
FACSIMILE NUMBER: [phone]
For more information, visil our web site at: h2o.enrstate.nc.us/ndpu/
FORM: FTA 06/00 Page 1 of 5

Application Number: ®� R_ql(
X be completed by DWQ)
I. GENERAL INFORMATION:
Applicant's name (name of the municipality, corporation, individual, etc.):
Mountain Air Development Corporation
2. Owner's or signing official's name and title (15A NCAC 2H .0206(b)):
Randy Banks, President
3. Name and complete address of applicant: _Randy Banks
P.O. Box 1037
City: Burnavi 1 e State:
Telephone number: ( 8 2 8) 68 2— 3 6 0 0
NC Zip: 2 8 714
Facsimile number:( 8 2 8) 6 8 2— 412 5
4. Project name (name of the subdivision, facility or establishment, etc.):
—Rooky Knob Development-- Mountain Air oun ry Club
5. County where project is located: Yancey
6. Fee submitted: S 400.00 (See Instruction C.)
7. Name and complete address of engineering firm: Cavanaugh & Associates, P.A.
—306 W. Haywood Street
Cite: Asheville State: NC Zip: 28801
Telephone number: (32A) 2 5 5— 7 5 A F Facsimile number: ( 8 28 ) 2 5 5— 0 7 7 0
8. Name and affiliation of contact person who can answer questions about application:
Larry'; K Barthelemy, IV, EI
II. PERMIT INFORMATION:
1. Project is: X new; modification
2. If this application is being submitted as a result of a modification to an existing permit, provide:
existing permit number and the issuance date
3. Applicant is: public X private
If private, units (lots, townhomes, etc.) are: ]eased (Skip to item III.); X_ sold
If sold, facilities owned by a: X public utility (See Instruction D.);
homeowners' association/developer (See Instruction E.)
III. INFORMATION ON WASTEWATER:
I. Please provide a one- or two -word description specifying the origin of the wastewater (school,
subdivision, hospital, commercial facility, industry, apartments, condominiums, etc.):
bd i tri s i an
2. Volume of wastewater generated by this project: 7,425 gallons per day
3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(l)): `
33 Units x 3 Bedrooms/Unit x 75 GPD/Bedroom
4. Nature of wastewater: X % Domestic/Commercial; % Industrial;
% Other waste - specify:
FORM: FTA 06/00 Page 2 of 5

5. If wastewater is industrial in nature:
a. Level of pretreatment that has been provided to ensure protection of the receiving collection system
and wastewater treatment facility: N/A ,
b. If a pretreatment permit is required, has one been issued? Yes; No. If yes, please
attach a copy of the pretreatment permit. If no, provide date application was submitted:
IV. DESIGN INFORMATION:
I. Brief project description: A sewer system consisting of gravity and
—pressure sewer lines
2. Owner and name of wastewater treatment facility (WWTF) receiving wastewater (See Instruction F.): _
Town of Burnsville
3. WAITF permit number (NC00***** or WQ00**':**): 20290
4. List the owner(s) of any intermediate sewers if different from applicant or owner of WWTF (See
Instruction F.):
5. Summary of GRAVITY SEWER to be permitted:
Diameter
(inches)
Length
(linear feet).
6"
1800
8"
1244
6. Does the subject gravity sewer collection system comply with the most recent version of the Gravity
Sewer Minimum Design Criteria and 15A NCAC 2H .0200? Yes; X No. If no, please
identifycriteria and explain: Exceeds maximum slope. We have added
concrete anchors.
7. Summary of PUMP STATIONS to be permitted:
No. or
Name
Design Flow
(MGD)
Pump Operational Points
_ GPM @_. feet TDH
Reliability Option
Selected
124
Portable Generator
50 @ 123.5
Portable Generator
3
0.0917
45 @ 125
Portable Generator
Hookup
Hookup
Hookup
FORM: FTA 06/00 Page 3 of 5

8. Summary of FORCE MAIN to be permitted:
Diameter Length
(inches) (linear feet)
835
9. List any equipment being utilized that is not specifically mentioned elsewhere in the application or as
part of the Minimum Design Criteria (e.g., telemetry, hoist, odor control equipment, mechanical bar
screens, etc.):, N/A
10. Do the subject pump stations and force mains comply with the Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains document adopted June 1, 2000 and 15A NCAC 2H
.0200? X Yes; No. If no, please identify criteria and explain:
NOTE: If you responded NO to item IV.6. and/or item IV.10. above, two (2) copies
of detailed plans, specifications, supporting information, and any other materials
pertaining to the identified criteria should be submitted with the
completed and appropriately executed application form.
FORM: FTA 06/00 Page 4 of 5

V. CERTIFICATIONS
Professional Engineer's Certification:
1, Robert E . Turner, Pattest that this application for Rocky Knob Development -
Mountain Air Country Club has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum
Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000. Although certain portions of
this submittal package may have been developed by other professionals, inclusion of these materials under
my signature and sea] 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
S25,000 per violation.
North CaooQjjna,eH,rpessional Engineer's seal, signature, and date:
CAP
SEAo Lr.ors P CEIVED
ate. 3549
°
c 011
.,
T �,� WATER QUALITY SECTION
1% IJIA 4,0,/ JI/ W08011arge Permitting
/0-42 . P/- /'�
Applicant's Certification:
1, Randy Banks
attest that this application for Rocky Knob Development —
Mountain Air Country Club 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 information and attachments are not included, this
application package will be returned to me as incomplete. 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 S25,000 per violation.
Signature:
Date:
FORM: FTA 06/00 Page 5 of 5

KI:CE
State of North Carolina NE
Department of Environment and Natural Resources Z 9
Division of Water Quality WATER QUALffy SWTi®N
FAST -TRACK APPLICATION t4oM is 1140VOMit"
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE NMINS
(Pressure sewers systems are not to be included as part of this application package)
THIS FORM MA)' BE PHOTOCOPIED FOR USE AS AN ORIGINAL.
INSTRUCTIONS: Indicate that you have included the following list of required application package items by signing your
initials in the space provided next to each item. Failure to submit all required items will lead to additional processing and review
time for the permit application.
X A. Application Form - Submit one original and one copy of the completed and appropriately executed application form.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not need
to submit detailed plans and s ecifications unless you resnond NO to item IV.6. and/or item IV.10.
X B. Attachment - Submit the completed and properly executed Form \VSCA 10/99 for each watershed within the project
location.
X C. Application Fee - Submit a check in the amount of S400 made payable to: North Carolina Department of Environment
and Natural Resources (NCDENR).
X D. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a privately -
owned public utility, submit two copies of the Certificate of Public Convenience and Necessity, which demonstrates
that the public utility is authorized to hold the utility franchise for the area to be served by the sewer extension. If a
Certificate of Public Convenience and Necessity has not been issued, provide two copies of a letter from the NC
Utilities Commission's Public Staff that states that an application for a franchise has been received, that the service area
is continuous to an existing franchised area, and/or that franchise approval is expected.
X E. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if the
sewer extension will be serving residential or commercial lots (e.g., houses, condominiums, townhomes, outparcels,
etc.) that will be owned by a homeowners' association or developer. If the applicant is a homeowners' association, use
Form HOA ] 0/99. if the applicant is a developer, use Form DEV 10/99.
X F. Flow Acceptance Letters — if the o»•ner of the downstream sewers and/or \\'A'TF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and \\'\VTF. Flow acceptance
letters must contain the following minimum information: applicant and project name, amount of flow accepted, and
name and permit number of the recei\ing se.3•ersWTF. The flow acceptance must not expire prior to permit
issuance and must be dated less than a \/\V
ear prior to the application date. Intergovernmental agreements or other
contracts will not be accepted in lieu of a project -specific flow acceptance letter.
THE COI`4PLETED APPLICATION PACKAGE, LN'CLUDLN'G ALL SUPPORTING 13\'FOPA' ATION AND
MATERIALS, SHOULD BE SENT TO TBE FOLLO\N'LNG ADDRESS:
NORTH CAROLLNA DEPARTMENT OF EN-VIRONMENT ANT) NATURAL RESOURCES
DIVISION OF WATER QUALITY
NON -DISCHARGE PER3r\41T11NG UNIT
By U.S. Postal Service: By Courier/Special Deliven•:
16171\1AIL SERVICE CENTER 512 NORTH SALISBURY STREET SUITE 1219
RALEIGH, NORTH CAROLLNA 27699-1617 RALEIGH, NORTH CAROLLNA 27604
TELEPHONE NUMBER: [phone]
FACSIA'IILE NUMBER: [phone]
For more information, visit otrr weh sire at: h2o.enr.s1ate.nc.us/ndpu/
FORM: FTA 06/00 Pate 1 of 5

I.
Application Number: 0D b completed by DWQ)
GENERAL INFORMATION:
Applicant's name (name of the municipality, corporation, individual, etc.):
Mountain Air Development Corporation
2. Owner's or signing official's name and title (15A NCAC 2H .0206(b)):
Randy Banks, President
3. Name and complete address of applicant: Bandy Banks
P.O. Box 1037
City: Burn svi 1 P State:
Telephone number: ( 828 )682-3600
NC Zip: 28714
Facsimile number: ( 828 ) 682-4125
4. Project name (name of the subdivision, facility or establishment, etc.):
Rocky Knob Development.— Mountain Air Country Club
5. County where project is located: Yancey
6. Fee submitted: i 400.00 (See Instruction C.)
7. Name and complete address of engineering firm: Cavanaugh & "Associates, P.A.
306 W. Haywood Street
City: Asheville State: NC Zip: 28801
Telephone number: ( 8 2 8) 2 5 5— 7 5 9 6 Facsimile number: (R 2 8 ) 2 S 5— 0 7 7 0
8. Name and affiliation of contact person who can answer questions about application:
T_ arrY K. Barthelemy, IV, EI
II. PERMIT INFOR UTION:
1. Project is: X new; modification
2. If this application is being submitted as a result of a modification to an existing permit, provide:
existing permit number
3. Applicant is: public X private
and the issuance date
If private, units (lots, townhomes, etc.) are: leased (Skip to item III.); X sold
If sold, facilities owned by a: .. X— public utility (See Instruction D.);
homeowners' association/developer (See Instruction E.)
III. INFORMATION ON WASTEWATER:
Please provide a one- or two -word description specifying the origin of the wastewater (school,
subdivision, hospital, commercial facility, industry, apartments, condominiums, etc.):
gilhdiiri ci On
2. Volume of wastewater generated by this project: 7,425 gallons per day
3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(1)): `
33 Units x 3 Bedrooms/Unit x 75 GPD/Bedroom
4. Nature of wastewater: X % Domestic/Commercial; % Industrial;
c7c- Otherwaste - specify:
FORM: FTA 06/00 Page 2 of 5

5. If wastewater is industrial in nature:
a. Level of pretreatment that has been provided to ensure protection of the receiving collection system
and wastewater treatment facility: N/A
b. If a pretreatment permit is required, has one been issued? Yes; No. If yes, please
attach a copy of the pretreatment permit. If no, provide date application was submitted:
W. DESIGN INFORMATION:
1. Brief project description: A sewer system consisting of gravity and
pressure sewer lines.
2. Owner and name of wastewater treatment facility (WWTF) receiving wastewater (See Instruction F.): _
Town of Burnsville
3. 'vNrWTF permit number (NC00***** or WQ00*****): 20290
4. List the owners) of any intermediate sewers if different from applicant or owner of 'W1WTF (See
Instruction F.):
5. Summary of GRAVITY SENVER to be permitted:
Diameter
(inches)
Length
(linear feet)
611
1800
8" I
1244
iI
II
1
6. Does the subject gravity sewer collection system comply with the most recent version of the Gravity
Sewer Knimum Design Criteria and 15A NCAC 2H .0200? Yes; X No. If no. please
identiAl criteria and explain: Exceeds maximum slope. We have added
concrete anchors.
7. Summary of PUMP STATIONS to be permitted:
No. or
Name
Design Floe•
(MGD)
Pump Operational Points
GPNI @._ feet TDH
Reliability Option
Selected
24
Portable Generator
50 @ 123.5
Portable Generator
3
0.0917
45 @ 125
Portable Generator
Hookup
Hookup
Hookup
FORk1: FTA 06/00 Page 3 of 5

8. Summary of FORCE MAIN to be permitted:
9. List any equipment being utilized that is not specifically mentioned elsewhere in the application or as
part of the Minimum Design Criteria (e.g., telemetry, hoist, odor control equipment, mechanical bar
screens, etc.):. N /A
10. Do the subject pump stations and force mains comply with the Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains document adopted June 1, 2000 and 15A NCAC 2H
.0200? X Yes; No. if no, please identify criteria and explain:
NOTE: If you responded NO to item I'U.6. and/or item IV.10. above, two (2) copies
of detailed plans, specifications, supporting information, and any other materials
pertaining to the identified criteria should be submitted with the
completed and appropriately executed application form.
FORM: FTA 06/00 Page 4 of 5

V. CERTIFICATIONS
Professional Engineer's Certification:
Robert E. Turner, PE attest that this application for Rocky Knob Development. -
Mountain Air -.Country Club
has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum
Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000. Although certain portions of
this submittal package may have been developed by other professionals, inclusion of these materials under
my signature and sea] 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 S10,000 as well as civil penalties up to
S25,000 per violation.
North CaFgajna:Prpfessional Engineer's seal, signature, and date:
��r
°z�•
. 7,
✓
:.(� �:
Y
�
� plb4ypDn7 aSV947
SEION
WATER QUALITY
Non-nisoharge
Applicant's Certification:
1. Randy Banks attest that this application for Rocky Knob Development —
Mountain Air Countr Club
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 information and attachments are not included, this
application package will be returned to me as incomplete. 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 S25.000 per violation.
Signature:
Date:
FORM: FTA 06/00 Page 5 of 5

.. i
CAVANAU C H
Solutions through integrity and partnership
Project # q V—/O62
Sheet # ' of
Designed by LK. i, Date
Checked Date ° v i� �>� C, CS �7—
/h ��To2
ire = / 4, 7( i-ki iti
s-v �nrn
M , /L/
su
4-r

Project # 1�1 -/G
Sheet # -21 of
Designed by( -.If 1 , Date
Checked Date
CAVANAU G H
Solutions through integrity and partnership
(I -A- . S LA-) 7
2-PV< inJ
II
04 q .(r2
��? = 6D98 c F s = 44 6pm
0, 022-
�Z
Q = 0 , 04-47- C­C5 l �1, S 7 6�y1�J

PUMP STATION 1
----------
---------
MOUNTAIN AIR -ROCKY
KNOB
DATE
I 10/13/2000
_ --
PUMP_STATION #1 INV
POINT -- -- ----
3329.5
- 3449.5
_ ---- -
_.--
----
c=120
----
----
_._- --_HIGH
-
_.-
-- -
STATIC HEAD _
LLEEENTGH OF PIPE
120-
575
+ 10% =
632.5 LF
_GPM
MGD
LINE SIZE
HL/1000'
LENGTH
@ L.F.
STATIC
TDH
0
10
_- 20
30
-_-_ 40
50
---_ 60
- 70
--- 80
-
90 �
100
0
0.0144
0.0288
0.0432
0.0576
0.072
0.0864
0.1008
0.1152
.1--
0.1296
0.144632.5
3
3
3
3
-_ 3
-_ 3
-__ 3
3
3
- 3
--_T
0.000
0.374
1.350
2.858
4.867
7.354
10.304
13.704
_17.545
--_.----
21.816
632.5
632.5
632.5
632.5
632.5
632.5
632.5
632.5
_632.5
- 632.5
0.00
0.24
0.85
1.81
3.08
4.65
6.52
8.67
13.80
_ 11.10E:li2
16.770
120
120
120
120
120
120
120
120
20
20
120.00
120.24
120.85
121.81
123.08
124.65
126.52
128.67
13_1_.10
133.80
136.7Length=
1200 ft plus 10%(120')=1320' ___
12 elbows@&'each=96' --
--
- ----
- I
--
--
------
------
---
Total len th=1416'
Page 1

PUMP STATION 2
____._----
MOUN_TAIN_AIR-ROCKY
KNOB
__.- _
DATE 10/13/2000
---- _
-
__-
PUMP STATION #2 INV
3444.5
--
_
HIGH_POINT _
3564.5
----
_______
STATIC H_ EAD__ --__
----120
--_---
_ __-_
LENTGH OF PIPE
_ = 410
+ 10% =
451
LINE SIZE _
HL/1000'
LENGTH
@ L.F.
STATIC TDH
0
10
0 3
0.0144 3
0.000
451
0.00
120 120.00
- 20
0.0288 3
0.374
1.350
451
017
120 _ 120.17
30
_ _
0.0432 3
2.858
451
451
0.61
120 120.61
- 40
_
_ 0.0576 3
4.867
451
1.29
120 121.29
- _ 50
_ 0.072 3
7.354
451
2.19
3.32
120 122.19
_-_ 60
0.0864 _ 3
-0.1008
10.304
451
4.65
120 123.32
70
3
- 13.704
451
6.18
120 124.65
_80
_ 0.1152 3
17.545
451
7.91
120 126.18
_ 90
0.1296 3
21.816
451
9.84
120 127.91
120
100
0.144 ( 3
26.511
451
11.96
129.84
1201 131.96
Page 1

PUMP STATION 3
c=120
508
@ L.F.
STATIC
TDH
0.00
122.5
122.50
0.19
122.5
122.69
0.69
122.5
123.19
1.45
122.5
123.95
2.47
122.5
124.97
3.74
122.5
126.24
5.23
122.5
127.73
6.96
122.5
129.46
8.91
122.5
131.41
1 1.08
122.5
133.58
13.47
122.5
135.97
Page 1

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SECTION
3B
PAGE
8
DATE
2/99
REPLACES
2/97
BARNES SGV
SUBMERSIBLE GRINDER PUMPS
Vortex
Specifications:
DISCHARGE:
2" (51mm) NPT, Vertical
LIQUID TEMPERATURE:
160°F (71 °C) Intermittent
VOLUTE:
Cast Iron ASTM A-48, Class 30.
MOTOR HOUSING:
Cast Iron ASTM A-48, Class 30.
SEAL PLATE:
Cast Iron ASTM A-48, Class 30.
IMPELLER: Design:
12 Vane,Vortex, With Pump Out
Vanes On Back Side, Dynamically
Balanced, ISO G6.3.
Material.
85-5-5-5 Bronze
SHREDDING RING:
Hardened 440C Stainless Steel
Rockwell® C-55.
CUTTER:
Hardened 440CStainless Steel,
Rockwell C-55.
SHAFT:
416 Stainless Steel
SQUARE RINGS:
Buna-N
HARDWARE:
300 Series Stainless Steel
PAINT:
Air Dry Enamel.
SEAL: Design:
Tandem Mechanical, Oil Filled
Reservoir.
Material:
Rotating Faces - Carbon
Stationary Faces - Ceramic
Elastomer - Buna-N
Hardware -300 Series Stainless
CABLE ENTRY:
25 ft. (7.6M) Cord. Pressure Grommet
for Sealing and Strain Relief.
SPEED:
3450 RPM (Nominal).
UPPER BEARING:
Design:
Single Row, Ball
Lubrication:
Oil
Load:
Radial
INTERMEDIATE BEARING:
Design:
Single Row, Ball
Lubrication:
Oil
Load:
Radial & Thrust
LOWER BEARING:
Design:
Sleeve
Lubrication:
Oil
Load:
Radial
MOTOR: Design:
NEMA L-Single Phase,NEMA B-Three
Phase Torque Curve. Completely
Oil -Filled, Squirrel Cage Induction.
Insulation: Class F.
SINGLE PHASE: Capacitor Start/Capacitor Run. Requires Overioad
Protection to be Included In control panel. Requires BamesO Starter or
Control Panel which Includes Capacitors, or Capacitor pack.
THREE PHASE: Dual Votage 230/460; Requires Overioad Protection to
be Included in control panel.
OPTIONAL EQUIPMENT: Seal Material, Impeller Trims, Moisture
Sensors (Requires Relay in Panel), Cable Length.
CRANE®
A Crane Co. Company
PUMPS & SYSTEMS
Barnes Pumps, Inc
Distributor Sales & Service Dept.
420 Third Street/P.O. Box 603
Piqua, Ohio 45356-0603
Ph: [phone]
Fax: [phone]
Series: SGV 3, 5, 7-1/2 HP
3450 RPM
(OPTIONAL)
@08 Canadian Standards Association
File No. LR16567
Description:
THE GRINDER PUMP IS DESIGNED TO
REDUCE DOMESTIC, COMMERCIAL,
INSTITUTIONAL AND LIGHT INDUSTRIAL
SEWAGE TO A FINELY GROUND SLURRY.
Sample Specifications: Section 3 Page 8.
Barnes Pumps, Inc.
Bid -To -Spec & Project Sales
1485 Lexington Ave.
Mansfield, Ohio 44907-2674
Ph: [phone]
Fax: [phone]
Barnes Pumps Canada, Inc.
83 West Drive
Bramalea, Ontario
Canada L6T 2.16
Ph: [phone]
Fax: [phone]
MEMBER

SECTION
3B
PAGE
9
DATE
2/97
REPLACES
1/95
_ 13.56
! (3) 7.50 1.50
(191) (38)
4.56
(11s)
101
H.
9.12
1232)
inches
(mm)
MODEL
NO.
PART
NO.
HP
VOLT
PH
RPM
(NOM)
NEMA
START
CODE
FULL
LOAD
AMPS
LOCKED
ROTOR
AMPS
CORD
SIZE
CORD
TYPE
CORD
O.D.
SGV3002L
084798
3
200
1
3450
G
27.0
86.0
10/4
SO
0.745
SGV3022L
084799
3
230
1
3450
G
23.0
75.0
1014
SO
0.745
SGV3062L
084800
3
200
3
3450
J
15.0
65.0
10/4
SO
0.745
SGV3032L
084801
3
230
3
3450
J
13.0
56.6
10/4
SO
0.745
SGV3042L
084802
3
460
3
3450
J
6.5
28.3
10/4
SO
0.745
SGV3052L
088861
3
575
3
3450
J
5.2
22.6
1014
SO
0.745
SGV5002L
084803
5
200
1
3450
F
42.0
134.0
6/4
SO
1.010
SGV5022L
084804
5
230
1
3450
F
39.0
117.0
8/4
SO
0.780
SGV5062L
084805
5
200
3
3450
H
25.0
94.0
10/4
SO
0.745
SGV5032L
084806
5
230
3
3450
H
2O.0
81.4
10/4
SO
0.745
SGV5042L
084807
5
460
3
3450
H
10.0
40.7
10/4
SO
0.745
SGV5052L
088862
5
575
3
3450
H
8.0
32.5
10/4
SO
0.745
SGV7532L
084808
7.5
230
3
3450
F
24.0
102.0
10/4
SO
0.745
SGV7542L
084809
7.5
460
3
3450
F
12.0
51.0
10/4
SO
0.745
SGV7552L
088863
7.5
575
3
3450
F
9.6
40.8
10/4
SO
0.745
Standard Units:
Temperature sensor cable is 1412 SOW, 0.530 OD.
(Optional - Moisture/Temperature sensor cable for all models is 1815 SOW, 0.476 OD., replaces Temp sensor cable.)
CSA Listed Units:
(Optional - CSA Listed Power cable for all models is SOW, with same dimensions as STD. units & Temp sensor cable is 1412 SOW, 0.530 O.D.)
(Optional - CSA Listed Moisture/Temperature sensor cable is 18/5 SOW, 0,476 OD., replaces Temp sensor cable.)
IMPORTANT!
1.) PUMP MAY BE OPERATED "DRY" FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR AND/OR SEALS.
ZARDOUS LOCATIONS.
3) THIS PUMP IS NO ATHIS PUMP IS P RO RIATE FOR THOSE RIATE FOR THOSE LAPPLICATIONS SPECIFI D AS CLASS IFIED AS CLASS I SD�SIO11 N II HAZARDOUS LOCATIONS.
4.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLED IN
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSI/NFPA 70 AND/OR THE AUTHORITY HAVING JURISDICTION. THIS PUMP IS NOT
INTENDED FOR USE IN SWIMMING POOLS, RECREATIONAL WATER PARKS, OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED
MEDIA IS A COMMON OCCURRENCE.
IC RAN E®
PUMPS & SYSTEMS
A Crane Co. Company
y
Barnes Pumps, Inc
Distributor Sales& Service Dept,
420 Third Street/P.O. Box 603
Piqua, Ohio 45356-0603
Ph: [phone]
Fax: [phone]
Bames Pumps, Inc.
Bid -To -Spec & Project Sales
1485 Lexington Ave.
Mansfield, Ohio 44907-2674
Ph: [phone]
Fax: [phone]
Bames Pumps Canada, Inc.
83 West Drive
Bramalea, Ontario
Canada L6T 2J6
Ph: [phone]
Fax: [phone]
MEMBER

................................. .
...................................
...................................
...................................
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MEMBER

SECTION
3B
A R N E S
SGV
PAGE
8B
DATE
2/99
SUBMERSIBLE GRINDER PUMPS
REPLACES
2/97
Vortex
Specifications:
DISCHARGE:
2" (51mm) NPT, Vertical
LIQUID TEMPERATURE:
160°F (71 °C) Intermittent
VOLUTE:
Cast Iron ASTM A-48, Class 30.
MOTOR HOUSING:
Cast Iron ASTM A-48, Class 30.
SEAL PLATE:
Cast Iron ASTM A-48, Class 30.
IMPELLER: Design:
12 Vane,Vortex, With Pump Out
Vanes On Back Side. Dynamically
Balanced, ISO G6.3.
Material:
85-5-5-5 Bronze
SHREDDING RING:
Hardened 440C Stainless Steel
Rockwell® C-55.
CUTTER:
Hardened 440CStainless Steel,
Rockwell C-55.
SHAFT:
416 Stainless Steel
SQUARE RINGS:
Buna-N
HARDWARE:
300 Series Stainless Steel
PAINT:
Air Dry Enamel.
SEAL: Design:
Tandem Mechanical, Oil Filled
Reservoir.
Material..
Rotating Faces - Carbon
Stationary Faces - Ceramic
Elastomer - Buna-N
Hardware -300 Series Stainless
CABLE ENTRY:
25 ft. (7.6M) Cord. Pressure Grommet
for Sealing and Strain Relief.
SPEED:
3450 RPM (Nominal).
UPPER BEARING:
Design:
Single Row, Ball
Lubrication:
Oil
Load.
Radial
INTERMEDIATE BEARING:
Design:
Single Row, Ball
Lubrication:
Oil
Load:
Radial & Thrust
LOWER BEARING:
Design: Sleeve
Lubrication: Oil
Load: Radial
MOTOR: Design: NEMA L-Single Phase,NEMA B-Three
Phase Torque Curve. Completely
Oil -Filled, Squirrel Cage Induction,
Insulation: Class F.
SINGLE PHASE: Capacitor Start/Capacitor Run. Requires Overload
Protection to be Included In control panel. Requires Bames@ Starter or
Control Panel which Includes Capacitors, or Capacitor pack.
THREE PHASE: Dual Votage 230/460; Requires Overload Protection t
be Included in control panel.
OPTIONAL EQUIPMENT: Seal Material, Impeller Trims, Moisture
Sensors (Requires Relay in Panel), Cable Length.
CRANE®
A Crane Co. Company
PUMPS & SYSTEMS
Barnes Pumps, Inc
Distributor Sales & Service Dept.
420 Third Street/P.O. Box 603
Piqua, Ohio 45356-0603
Ph: [phone]
Fax: [phone]
Series: SGV 3, 5, 7-1/2 HP
3450 RPM
(OPTIONAL)
C
8 Canadian Standards Association
File No. LR16567
Description:
THE GRINDER PUMP IS DESIGNED TO
REDUCE DOMESTIC, COMMERCIAL,
INSTITUTIONAL AND LIGHT INDUSTRIAL
SEWAGE TO A FINELY GROUND SLURRY.
Sample Specifications: Section 3 Page 8.
Barnes Pumps, Inc.
Bid -To -Spec & Project Sales
1485 Lexington Ave.
Mansfield, Ohio 44907-2674
Ph: [phone]
Fax: [phone]
Barnes Pumps Canada, Inc.
83 West Drive
Bramalea, Ontario
Canada L6T 2J6
Ph: [phone]
Fax: [phone]

SECTION
3B
PAGE
9
DATE
2/97
REPLACES
1/95
inches
(mm)
13.56
( ) 1.50
I 7.50
(1s1) (38)
28.25
(718) 4.56
{116)
01
r - + 9.12
0
1232)
(51)
NPT DISCH.
W"
4.43
(113) )
MODEL PART HP VOLT PH RPM NEMA FULL LOCKED CORD CORD
CORD
NO. NO. (NOM) START LOAD ROTOR SIZE TYPE
O.D.
CODE AMPS AMPS
SGV3002L 084798 3 200 1 3450 G 27.0 86.0 10/4 SO
0.745
SGV3022L 084799 3 230 1 3450 G 23.0 75.0 1014 SO
0.745
SGV3062L 084800 3 200 3 3450 J 15.0 65.0 10/4 'SO
0.745
SGV3032L 084801 3 230 3 3450 J 13.0 56.6 10/4 SO
0.745
SGV3042L 084802 3 460 3 3450 J 6.5 28.3 1014 SO
0.745
SGV3052L 088861 3 575 3 3450 J 5.2 22.6 10/4 SO
0.745
SGV5002L 084803 5 200 1 3450 F 42.0 134.0 6/4 SO
1.010
SGV5022L 084804 5 230 1 3450 F 39.0 117.0 8/4 SO
0.780
SGV5062L 084805 5 200 3 3450 H 25.0 94.0 10/4 SO
0.745
SGV5032L 084806 5 230 3 3450 H 2O.0 81.4 10/4 SO
0.745
SGV5042L 084807 5 460 3 3450 H 10.0 40.7 10/4 SO
0.745
SGV5052L 088862 5 575 3 3450 H 8.0 32.5 10/4 SO
0.745
SGV7532L 084808 7.5 230 3 3450 F 24.0 102.0 10/4 SO
0.745
SGV7542L 084809 7.5 460 3 3450 F 12.0 51.0 10/4 SO
0.745
SGV7552L 088863 7.5 575 3 3450 F 9.6 40.8 1014 SO
0.745
Standard Units:
Temperature sensor cable is 1412 SOW, 0.530 OD.
(Optional - Moisture/Temperature sensor cable for all models is 1815 SOW, 0.476 OD., replaces Temp sensor cable.)
CSA Listed Units:
(Optional - CSA Listed Power cable for all models is SOW, with same dimensions as STD. units & Temp sensor cable is 1412 SOW, 0.530 O.D.)
(Optional - CSA Listed Moisture/Temperature sensor cable is 18/5 SOW, 0.476 OD., replaces Temp sensor cable.)
IMPORTANT!
1.) PUMP MAY BE OPERATED "DRY" FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR AND/OR SEALS.
2.) THIS PUMP IS APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION 11 HAZARDOUS LOCATIONS.
3.) THIS PUMP IS NOT APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS 1 DIVISION I HAZARDOUS LOCATIONS.
4.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLED IN
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSIINFPA 70 AND/OR THE AUTHORITY HAVING JURISDICTION. THIS PUMP IS NOT
INTENDED FOR USE IN SWIMMING POOLS, RECREATIONAL WATER PARKS, OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED
MEDIA IS A COMMON OCCURRENCE.
CRANE® PUMPS & SYSTEMS
A Crane Co. Corn n Bames Pumps, Inc
Y Distributor Sales & Service Dept.
420 Third Street/P.O. Box 603
Piqua, Ohio 45356-0603
Ph: [phone]
Fax: [phone]
Barnes Pumps, Inc.
Bid -To -Spec & Project Sales
1485 Lexington Ave.
Mansfield, Ohio 44907-2674
Ph: [phone]
Fax: [phone]
Bames Pumps Canada, Inc.
83 West Drive
Bramalea, Ontario
Canada L6T 2J6
Ph: [phone]
Fax: [phone]
MEMBER

MEMO■
MOONS
■moo■
MOONS
MENEM
3.0
■■■■■■■■■■■■■■■■■■■■��■■■■■■■■ D,.
Pump H
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5.0
7.5
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moons
MUSES
MENEM
MEMBER

SECTION
36
PAGE
8
DATE
2/99
REPLACES
2/97
BARN ES� SGV.
SUBMERSIBLE GRINDER PUMPS
Vortex
Specifications:
DISCHARGE:
2" (51mm) NPT, Vertical
LIQUID TEMPERATURE:
160°F (71°C) Intermittent
VOLUTE:
Cast Iron ASTM A-48, Class 30.
MOTOR HOUSING:
Cast Iron ASTM A-48, Class 30.
SEAL PLATE:
Cast Iron ASTM A-48, Class 30.
IMPELLER: Design:
12 Vane,Vortex, With Pump Out
Vanes On Back Side. Dynamically
Balanced, ISO G6.3.
Material.
85-5-5-5 Bronze
SHREDDING RING:
Hardened 440C Stainless Steel
Rockwell® C-55.
CUTTER:
Hardened 440CStainless Steel,
Rockwell C-55.
SHAFT:
416 Stainless Steel
SQUARE RINGS:
Buna-N
HARDWARE:
300 Series Stainless Steel
PAINT:
Air Dry Enamel.
SEAL: Design:
Tandem Mechanical, Oil Filled
Reservoir.
Material.
Rotating Faces - Carbon
Stationary Faces - Ceramic
Elastomer - Buna-N
Hardware -300 Series Stainless
CABLE ENTRY:
25 ft. (7.6M) Cord. Pressure Grommet
for Sealing and Strain Relief.
SPEED:
3450 RPM (Nominal).
UPPER BEARING:
Design:
Single Row, Ball
Lubrication:
Oil
Load:
Radial
INTERMEDIATE BEARING:
Design:
Single Row, Ball
Lubrication:
Oil
Load:
Radial & Thrust
LOWER BEARING:
Design: Sleeve
Lubrication: Oil
Load. Radial
MOTOR: Design: NEMA L-Single Phase,NEMA B-Three
Phase Torque Curve. Completely
Oil -Filled, Squirrel Cage Induction.
Insulation: Class F.
SINGLE PHASE: Capacitor Start/Capacitor Run. Requires Overload
Protection to be Included In control panel. Requires Bamese Starter or
Control Panel which Includes Capacitors, or Capacitor pack.
THREE PHASE: Dual Votage 230/460; Requires Overload Protection to
be Included in control panel.
OPTIONAL EQUIPMENT: Seal Material, Impeller Trims, Moisture
Sensors (Requires Relay in Panel), Cable Length.
CRANE®
A Crane Co. Company
PUMPS & SYSTEMS
Barnes Pumps, Inc
Distributor Sales & Service Dept,
420 Third Street/P.O. Box 603
Piqua, Ohio 45356-0603
Ph: [phone]
Fax: [phone]
Series: SGV 3, 5, 7-1/2 HP
3450 RPM
(OPTIONAL)
C
8 Canadian Standards Association
File No. LR16567
Description:
THE GRINDER PUMP IS DESIGNED TO
REDUCE DOMESTIC, COMMERCIAL,
INSTITUTIONAL AND LIGHT INDUSTRIAL
SEWAGE TO A FINELY GROUND SLURRY.
Sample Specifications: Section 3 Page 8.
Barnes Pumps, Inc.
Bid -To -Spec & Project Sales
1485 Lexington Ave.
Mansfield, Ohio 44907-2674
Ph: [phone]
Fax: [phone]
Barnes Pumps Canada, Inc.
83 West Drive
Bramalea, Ontario
Canada L6T 2J6
Ph: [phone]
Fax: [phone]

SECTION
3B
PAGE
9
DATE
2/97
REPLACES
1/95
inches
(min)
13.56
I ' 1.50
IBARNES
• 7.50
ate, M.
(191) (38)
28.25
i (718) 4.56
0
Y 9.12
0, +
n (232)
2 (51)
NPT DISCH.
4.43
(113)
MODEL PART HP VOLT PH RPM NEMA FULL LOCKED CORD CORD
CORD
NO. NO. (NOM) START LOAD ROTOR SIZE TYPE
O.D.
CODE AMPS AMPS
SGV3002L 084798 3 200 1 3450 G 27.0 86.0 10/4 SO
0.745
SGV3022L 084799 3 230 1 3450 G 23.0 75.0 1014 SO
0.745
SGV3062L 084800 3 200 3 3450 J 15.0 65.0 10/4 •SO
0.745
SGV3032L 084801 3 230 3 3450 J 13.0 56.6 10/4 SO
0.745
SGV3042L 084802 3 460 3 3450 J 6.5 28.3 10/4 SO
0.745
SGV3052L 088861 3 575 3 3450 J 5.2 22.6 10/4 SO
0.745
SGV5002L 084803 5 200 1 3450 F 42.0 134.0 6/4 SO
1.010
SGV5022L 084804 5 230 1 3450 F 39.0 117.0 8/4 SO
0.780
SGV5062L 084805 5 200 3 3450 H 25.0 94.0 10/4 SO
0.745
SGV5032L 084806 5 230 3 3450 H 2O.0 81.4 1014 SO
0.745
SGV5042L 084807 5 460 3 3450 H 10.0 40.7 1014 SO
0.745
SGV5052L 088862 5 575 3 3450 H 8.0 32.5 10/4 SO
0.745
SGV7632L 084808 7.5 230 3 3450 F 24.0 102.0 10/4 SO
0.745
SGV7542L 084809 7.5 460 3 3450 F 12.0 51.0 10/4 SO
0.745
SGV7552L 088863 7.5 575 3 3450 F 9.6 40.8 10/4 SO
0.745
Standard Units:
Temperature sensor cable is 14/2 SOW, 0.530 OD.
(Optional - Moisture/Temperature sensor cable for all models is 18/5 SOW, 0.476 OD., replaces Temp sensor cable.)
CSA Listed Units:
(Optional - CSA Listed Power cable for all models is SOW, with same dimensions as STD. units & Temp sensor cable is 1412 SOW, 0.530
O.D.)
(Optional - CSA Listed Moisture/Temperature sensor cable is 1815 SOW, 0.476 OD., replaces Temp sensor cable.)
IMPORTANT I
1.) PUMP MAY BE OPERATED "DRY" FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR AND/OR SEALS.
2.) THIS PUMP IS APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION 11 HAZARDOUS LOCATIONS.
3.) THIS PUMP IS NOT APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION I HAZARDOUS LOCATIONS.
4.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLED
IN
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSI/NFPA 70 AND/OR THE AUTHORITY HAVING JURISDICTION. THIS PUMP IS NOT
INTENDED FOR USE IN SWIMMING POOLS, RECREATIONAL WATER PARKS, OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED
MEDIA IS A COMMON OCCURRENCE.
CRANE® PUMPS & SYSTEMS
A Crane Co. Coin n Bames Pumps, Inc
Y Distributor Sales & Service Dept.
420 Third Street/P.O. Box 603
Piqua, Ohio 45356-0603
Ph: [phone]
Fax: [phone]
Baines Pumps, Inc.
Bid -To -Spec & Project Sales
1485 Lexington Ave.
Mansfield, Ohio 44907-2674
Ph:[phone]
Fax: [phone]
Bames Pumps Canada, Inc.
83 West Drive
Bramalea, Ontario
Canada LIST 2J6
Ph: [phone]
Fax: [phone]
MEMBER

C AV an pWIPSolutions throuintegrity ar
Project # 3. y—� a h —►�� f-V `t° aUU G
Sheet # of 3
Designed by t% i� Date / ov > WATER QUALITY SECTION
Checked Date �� �� �� � �� I ischaPetmitting
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bump 2v,,tj (G24) = 3,3 (14,b)r- _ /, O ►�,,�
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Project # 3 - CICl-106 — Pock � jL/,VUA
Sheet # Z of
Designed by L-K i'� Date lv /3 vv
Checked Date
G AVA N A U G
Solutions through integrity and partnership
C_..�T �
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CAVANAU G h
Solutions through integrity and partnership
Project # `3 9 —!C1(o /2-oc e y )�vU,
Sheet # ` a of "',
Designed byL-V 2, Date /6 /-� 1lo,6)
Checked Date
AJL-E-k�xh 6
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PUMP STATION 1
^
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HIGH POINT 3449.5
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Page
Page

PUMP STATION 2
MOUNTAIN AIR -ROCKY KNOB
DATE_/13 000
c=120
PUMP STATION #2 INV
3444.5
HIGH POINT
STATIC HEAD
LENTGH OF PIPE
410
+ 10%
-M
b P
_LINE
SIZE__
10-0 0'
LENGTH
@ L.F.
STATIC
0
0
3
6.000
-0.374
451
-451
-0.00
120
120.00
10
0.0144
3
-
7
-0.1--120
1-20.17
20
0.0288
3
1.350
4-51
-0.671-120
1-20.61
30
0.0432
3
2.858-451
-1.29
120
1-21.29
40
6-05-76
-4.867
�
_3
451
2.19
120
122.19
50
__60.072
7.354
451
1 3.32
120
123.32
60
.0864---
.3
10.304
451
-
4.65
- 120
124.65
70
0.1008
3
13.704-
451
6.18
- 1-20
---1-2-618
80
0.1152
3
545
451
-7.91
-120
1-27.91
90
1--100
0.1296
0.1441
3
21 816--451
26.5111-
4511
-. 98 4
11.961
_120
1201
-129-
.84
131.96
Page 1

PUMP STATION 3
MOUNTAIN AIR -ROCKY KNOB
DATE
10/13/2000
c=120
PUMP STATION #3 INV
3559.5
HIGH POINT
3682
STATIC HEAD
122.5
LENTGH OF
PIPE
461.6
+
508
GPM
MGD
LINE SIZE
HL/1000'
LENGTH
@ L.F.
STATIC
TDH
0
10
20
30
40
50
60
70
80
90
100
0
0.0144
0.0288
0.0432
0.0576
0.072
0.0864
0.1008
0.1152
0.1296
0.144
3
3
3
3
3
3
3
3
3
3
3
0.000
0.374
1.350
2.858
4.867
7.354
10.304
13.704
17.545
21.816
26.511
508
508
508
508
508
508
508
508
508
508
508
0.00
0.19
0.69
1.45
2.47
3.74
5.23
6.96
8.91
11.08
13.47
122.5
122.5
122.5
122.5
122.5
122.5
122.5
122.5
122.5
122.5
122.5
122.50
122.69
123.19
123.95
124.97
126.24
127.73
129.46
131.41
133.58
135.97
Page 1

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MEMBER

SECTION
3B
PAGE
8
DATE
2199
REPLACES
2/97
BARNESr SGV
SUBMERSIBLE GRINDER PUMPS
Vortex
Specifications:
DISCHARGE:
2" (51mm) NPT, Vertical
LIQUID TEMPERATURE:
160°F (71 °C) Intermittent
VOLUTE:
Cast Iron ASTM A-48, Class 30.
MOTOR HOUSING:
Cast Iron ASTM A-48, Class 30.
SEAL PLATE:
Cast Iron ASTM A-48, Class 30.
IMPELLER: Design:
12 Vane,Vortex, With Pump Out
Vanes On Back Side. Dynamically
Balanced, ISO G6.3.
Material.
85-5-5-5 Bronze
SHREDDING RING:
Hardened 440C Stainless Steel
Rockwell® C-55.
CUTTER:
Hardened 440CStainless Steel,
Rockwell C-55.
SHAFT:
416 Stainless Steel
SQUARE RINGS:
Buna-N
HARDWARE:
300 Series Stainless Steel
PAINT:
Air Dry Enamel
SEAL: Design:
Tandem Mechanical, Oil Filled
Reservoir.
Material:
Rotating Faces - Carbon
Stationary Faces - Ceramic
Elastomer - Buna-N
Hardware -300 Series Stainless
CABLE ENTRY:
25 ft. (7.6M) Cord. Pressure Grommet
for Sealing and Strain Relief.
SPEED:
3450 RPM (Nominal).
UPPER BEARING:
Design:
Single Row, Ball
Lubrication:
Oil
Load:
Radial
INTERMEDIATE BEARING:
Design:
Single Row, Ball
Lubrication:
Oil
Load.
Radial & Thrust
LOWER BEARING:
Design: Sleeve
Lubrication: Oil
Load: Radial
MOTOR: Design: NEMA L-Single Phase,NEMA B-Three
Phase Torque Curve. Completely
Oil -Filled, Squirrel Cage Induction.
Insulation: Class F.
SINGLE PHASE: Capacitor Start/Capacitor Run. Requires Overload
Protection to be Included In control panel. Requires Bames® Starter or
Control Panel which Includes Capacitors, or Capacitor pack.
THREE PHASE: Dual Votage 2301460; Requires Overioad Protection to
be Included in control panel.
OPTIONAL EQUIPMENT: Seal Material, Impeller Trims, Moisture
Sensors (Requires Relay in Panel), Cable Length.
CRANE®
A Crane Co. Company
PUMPS & SYSTEMS
Barnes Pumps, Inc
Distributor Sales & Service Dept,
420 Third StreetlP.O. Box 603
Piqua, Ohio 45356-0603
Ph: [phone]
Fax: [phone]
Series: SGV 3, 5, 7-1/2 H P
3450 RPM
(OPTIONAL)
CIP8 Canadian Standards Association
File No. LR16567
Description:
THE GRINDER PUMP IS DESIGNED TO
REDUCE DOMESTIC, COMMERCIAL,
INSTITUTIONAL AND LIGHT INDUSTRIAL
SEWAGE TO A FINELY GROUND SLURRY.
Sample Specifications: Section 3 Page 8.
Barnes Pumps, Inc.
Bid -To -Spec & Project Sales
1485 Lexington Ave.
Mansfield, Ohio 44907-2674
Ph: [phone]
Fax: [phone]
Barnes Pumps Canada, Inc.
83 West Drive
Bramalea, Ontario
Canada L6T 2J6
Ph: [phone]
Fax: [phone]
MEMBER

13.56
I ( ) 7.50
(191)
28.25
i(718)
OI
r IOI
/ NPTDISCH.
4.43
(113)
SECTION
3B
PAGE
9
DATE
2/97
REPLACES
1/95
1.50
(38)
4.56
(116)
9.12
(232)
inches
(mm)
MODEL PART HP VOLT PH RPM NEMA FULL LOCKED CORD
NO. NO. (NOM) START LOAD ROTOR SIZE
CODE AMPS AMPS
CORD
TYPE
CORD
O.D.
SGV3002L 084798 3 200 1 3450 G 27.0 86.0 10/4
SO
0.745
SGV3022L 084799 3 230 1 3450 G 23.0 75.0 1014
SO
0.745
SGV3062L 084800 3 200 3 3450 J 15.0 65.0 10/4
SO
0.745
SGV3032L 084801 3 230 3 3450 J 13.0 ' 56.6 10/4
SO
0.745
SGV3042L 084802 3 460 3 3450 J 6.5 28.3 10/4
SO
0.745
SGV3052L 088861 3 575 3 3450 J 5.2 22.6 10/4
SO
0.745
SGV5002L 084803 5 200 1 3450 F 42.0 134.0 6/4
SO
1.010
SGV5022L 084804 5 230 1 3450 F 39.0 117.0 8/4
SO
0.780
SGV5062L 084805 5 200 3 3450 H 25.0 94.0 1014
SO
0.745
SGV5032L 084806 5 230 3 3450 H 2O.0 81.4 10/4
SO
0.745
SGV5042L 084807 5 460 3 3450 H 10.0 40.7 10/4
SO
0.745
SGV5052L 088862 5 575 3 3450 H 8.0 32.5 1014
SO
0.745
SGV7532L 084808 7.5 230 3 3450 F 24.0 102.0 10/4
SO
0.745
SGV7542L 084809 7.5 460 3 3450 F 12.0 51.0 10/4
SO
0.745
SGV7552L 088863 7.5 575 3 3450 F 9.6 40.8 10/4
SO
0.745
Standard Units:
Temperature sensor cable is 14/2 SOW, 0.530 OD.
(Optional - Moisture/Temperature sensor cable for all models is 1815 SOW, 0.476 OD., replaces Temp sensor cable.)
CSA Listed Units:
(Optional - CSA Listed Power cable for all models is SOW, with same dimensions as STD. units & Temp sensor cable is 14/2 SOW, 0.530 O.D.)
(Optional - CSA Listed Moisture/Temperature sensor cable is 18/5 SOW, 0.476 OD., replaces Temp sensor cable.)
IMPORTANT 1
1.) PUMP MAY BE OPERATED "DRY" FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR AND/OR SEALS.
2.) THIS PUMP IS APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION 11 HAZARDOUS LOCATIONS.
3.) THIS PUMP IS NOT APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION I HAZARDOUS LOCATIONS.
4.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE
INSTALLED IN
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSI/NFPA 70 AND/OR THE AUTHORITY HAVING JURISDICTION. THIS
PUMP IS NOT
INTENDED FOR USE IN SWIMMING POOLS, RECREATIONAL WATER PARKS, OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED
MEDIA IS A COMMON OCCURRENCE.
CRANE ®
PUMPS & SYSTEMS
A Crane Co. Company
Barnes Pumps, Inc
Distributor Sales & Service Dept.
Bames Pumps, Inc.
Bid -To -Spec & Project Sales
Baines Pumps Canada, Inc.
83 West Drive
420 Third StreeUP.O. Box 603
1485 Lexington Ave.
Bramalea, Ontario
Piqua, Ohio 45356-0603
Mansfield, Ohio 44907-2674
Canada L6T 2A
Ph: [phone]
Ph: [phone]
Ph: [phone]
Fax: [phone]
Fax: [phone]
Fax: [phone]

■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■
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IM EMERE
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1■MENEM ME■\:\MM\�■■E\:■►EM■MENEM
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IN SEEMS ENRONSOMMEi�N\.qNEMENMENEM
MEMBER

P.
BARNES
SGV
AGE
AGE
DATE
2/99
SUBMERSIBLE GRINDER PUMPS
Vortex
REPLACES
2/97
Specifications:
DISCHARGE:
2" (51mm) NPT, Vertical
LIQUID TEMPERATURE:
160°F (71°C) Intermittent
VOLUTE:
Cast Iron ASTM A-48, Class 30.
MOTOR HOUSING:
Cast Iron ASTM A-48, Class 30.
SEAL PLATE:
Cast Iron ASTM A-48, Class 30.
IMPELLER: Design:
12 Vane,Vortex, With Pump Out
Vanes On Back Side. Dynamically
Balanced, ISO G6.3.
Material:
85-5-5-5 Bronze
SHREDDING RING:
Hardened 440C Stainless Steel
Rockwell® C-55.
CUTTER:
Hardened 440CStainless Steel,
Rockwell C-55.
SHAFT:
416 Stainless Steel
SQUARE RINGS:
Buna-N
HARDWARE:
300 Series Stainless Steel
PAINT:
Air Dry Enamel.
SEAL: Design:
Tandem Mechanical, Oil Filled
Reservoir.
Material:
Rotating Faces - Carbon
Stationary Faces - Ceramic
Elastomer - Buna-N
Hardware -300 Series Stainless
CABLE ENTRY:
25 ft. (7.6M) Cord. Pressure Grommet
for Sealing and Strain Relief.
SPEED:
3450 RPM (Nominal).
UPPER BEARING:
Design:
Single Row, Ball
Lubrication:
Oil
Load:
Radial
INTERMEDIATE BEARING:
Design:
Single Row, Ball
Lubrication:
Oil
Load:
Radial & Thrust
LOWER BEARING:
Design: Sleeve
Lubrication: Oil
Load: Radial
MOTOR: Design: NEMA L-Single Phase,NEMA B-Three
Phase Torque Curve. Completely
Oil -Filled, Squirrel Cage Induction.
Insulation: Class F.
SINGLE PHASE: Capacitor Start/Capacitor Run. Requires Overload
Protection to be Included In control panel. Requires Bames® Starter or
Control Panel which Includes Capacitors, or Capacitor pack.
THREE PHASE: Dual Votage 230/460; Requires Overload Protection to
be Included in control panel.
OPTIONAL EQUIPMENT: Seal Material, Impeller Trims, Moisture
Sensors (Requires Relay in Panel), Cable Length.
CRANE®
A Crane Co. Company
PUMPS & SYSTEMS
Barnes Pumps, Inc
Distributor Sales & Service Dept.
420 Third Street/P.O. Box 603
Piqua, Ohio 45356-0603
Ph: [phone]
Fax: [phone]
Series: SGV 3, 5, 7-1/2 HP
3450 RPM
(OPTIONAL)
SPCA Canadian Standards Association
File No. LR16567
Description:
THE GRINDER PUMP IS DESIGNED TO
REDUCE DOMESTIC, COMMERCIAL,
INSTITUTIONAL AND LIGHT INDUSTRIAL
SEWAGE TO A FINELY GROUND SLURRY.
Sample Specifications: Section 3 Page 8.
Barnes Pumps, Inc.
Bid -To -Spec & Project Sales
1485 Lexington Ave.
Mansfield, Ohio 44907-2674
Ph: [phone]
Fax: [phone]
Barnes Pumps Canada, Inc.
83 West Drive
Bramalea, Ontario
Canada L6T 2.16
Ph: [phone]
Fax: [phone]
MEMBER

SECTION
3B
PAGE
9
DATE
2/97
REPLACES
1/95
inches
(mm)
13.56
)
1.50
({ 7.50
BARNES PLVAPS, VC.28.25
i (718) 4.56
O I (116)
- + 0.12
O
1232)
2" (s1)
I NPT DISCH.
-r
4.43
(113)
MODEL PART HP VOLT PH RPM NEMA FULL LOCKED CORD CORD
CORD
NO. NO. (NOM) START LOAD ROTOR SIZE TYPE
O.D.
CODE AMPS AMPS
SGV3002L 084798 3 200 1 3450 G 27.0 86.0 10/4 SO
0.745
SGV3022L 084799 3 230 1 3450 G 23.0 75.0 10/4 SO
0.745
SGV3062L 084800 3 200 3 3450 J 15.0 65.0 10/4 'SO
0.745
SGV3032L 084801 3 230 3 3450 J 13.0 56.6 10/4 SO
0.745
SGV3042L 084802 3 460 3 3450 J 6.5 28.3 1014 SO
0.745
SGV3052L 088861 3 575 3 3450 J 5.2 22.6 10/4 SO
0.745
SGV5002L 084803 5 200 1 3450 F 42.0 134.0 6/4 SO
1.010
SGV5022L 084804 5 230 1 3450 F 39.0 117.0 814 SO
0.780
SGV5062L 084805 5 200 3 3450 H 25.0 94.0 10/4 SO
0.745
SGV5032L 084806 5 230 3 3450 H 2O.0 81.4 1014 SO
0.745
SGV6042L 084807 5 460 3 3450 H 10.0 40.7 10/4 SO
0.745
SGV5052L 088862 5 575 3 3450 H 8.0 32.5 10/4 SO
0.745
SGV7532L 084808 7.5 230 3 3450 F 24.0 102.0 10/4 SO
0.745
SGV7542L 084809 7.5 460 3 3450 F 12.0 51.0 10/4 SO
0.745
SGV7552L 088863 7.5 575 3 3450 F 9.6 40.8 10/4 SO
0.745
Standard Units:
Temperature sensor cable is 14/2 SOW, 0.530 OD.
(Optional - Moisture/Temperature sensor cable for all models is 1815 SOW, 0.476 OD., replaces Temp sensor cable.)
CSA Listed Units:
(Optional - CSA Listed Power cable for all models is SOW, with same dimensions as STD, units & Temp sensor cable is 14/2 SOW, 0.530 O.D.)
(Optional - CSA Listed Moisture/Temperature sensor cable is 1815 SOW, 0.476 OD., replaces Temp sensor cable.)
IMPORTANT I
1.) PUMP MAY BE OPERATED "DRY" FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR AND/OR SEALS.
2.) THIS PUMP IS APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION II HAZARDOUS LOCATIONS.
3.) THIS PUMP IS NOT APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION I HAZARDOUS LOCATIONS.
4.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENTMUST BE INSTALLED IN
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSI/NFPA 70 AND/OR THE AUTHORITY HAVING JURISDICTION. THIS PUMP IS NOT
INTENDED FOR USE IN SWIMMING POOLS, RECREATIONAL WATER PARKS, OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED
MEDIA IS A COMMON OCCURRENCE.
CRANE®
A Crane Co. Company
PUMPS & SYSTEMS
Bames Pumps, Inc
Distributor Sales & Service Dept.
420 Third Street/P.O, Box 603
Piqua, Ohio 45356-0603
Ph: [phone]
Fax: [phone]
Bames Pumps, Inc.
Bid -To -Spec & Project Sales
1485 Lexington Ave.
Mansfield, Ohio 44907-2674
Ph: [phone]
Fax: [phone]
Bames Pumps Canada, Inc.
83 West Drive
Bramalea, Ontario
Canada L6T 2J6
Ph: [phone]
Fax: [phone]
MEMBER

■■■■■■■■■■■■■■■■■■■■�■■■■■■■■N■■■■M STANDARD
IMPELLER SU
Pump HP Imp. Din
■■■■■■■■■■■■■■SOON■■/■■■■■■■■■■■■/■
5.0
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MEMBER

SECTION
3B
PAGE
8
DATE
2/99
REPLACES
2/97
BARNES� SGV
SUBMERSIBLE GRINDER PUMPS
Vortex
Specifications:
DISCHARGE:
2" (51mm) NPT, Vertical
LIQUID TEMPERATURE:
160°F (71 °C) Intermittent
VOLUTE:
Cast Iron ASTM A-48, Class 30.
MOTOR HOUSING:
Cast Iron ASTM A-48, Class 30.
SEAL PLATE:
Cast Iron ASTM A-48, Class 30.
IMPELLER: Design:
12 Vane,Vortex, With Pump Out
Vanes On Back Side. Dynamically
Balanced, ISO G6.3.
Material:
85-5-5-5 Bronze
SHREDDING RING:
Hardened 440C Stainless Steel
Rockwell® C-55.
CUTTER:
Hardened 440CStainless Steel,
Rockwell C-55.
SHAFT:
416 Stainless Steel
SQUARE RINGS:
Buna-N
HARDWARE:
300 Series Stainless Steel
PAINT:
Air Dry Enamel.
SEAL: Design:
Tandem Mechanical, Oil Filled
Reservoir.
Material:
Rotating Faces - Carbon
Stationary Faces - Ceramic
Elastomer - Buna-N
Hardware -300 Series Stainless
CABLE ENTRY:
25 ft. (7.6M) Cord. Pressure Grommet
for Sealing and Strain Relief.
SPEED:
3450 RPM (Nominal).
UPPER BEARING:
Design:
Single Row, Ball
Lubrication:
Oil
Load.
Radial
INTERMEDIATE BEARING:
Design:
Single Row, Ball
Lubrication:
Oil
Load.
Radial & Thrust
LOWER BEARING:
Design: Sleeve
Lubrication: Oil
Load. Radial
MOTOR: Design: NEMA L-Single Phase,NEMA B-Three
Phase Torque Curve. Completely
Oil -Filled, Squirrel Cage Induction.
Insulation: Class F.
SINGLE PHASE: Capacitor Start/Capacitor Run. Requires Overload
Protection to be Included In control panel. Requires Bames® Starter or
Control Panel which Includes Capacitors, or Capacitor pack.
THREE PHASE: Dual Votage 230/460; Requires Overload Protection to
be Included in control panel.
OPTIONAL EQUIPMENT: Seal Material, Impeller Trims, Moisture
Sensors (Requires Relay in Panel), Cable Length.
CRANE®
A Crane Co. Company
PUMPS & SYSTEMS
Barnes Pumps, Inc
Distributor Sales & Service Dept.
420 Third Street/P.O. Box 603
Piqua, Ohio 45356-0603
Ph: [phone]
Fax: [phone]
Series: SGV 3, 5, 7-1/2 HP
3450 RPM
(OPTIONAL)
C
8 Canadian Standards Association
File No. LR16567
Description:
THE GRINDER PUMP IS DESIGNED TO
REDUCE DOMESTIC, COMMERCIAL,
INSTITUTIONAL AND LIGHT INDUSTRIAL
SEWAGE TO A FINELY GROUND SLURRY.
Sample Specifications: Section 3 Page 8.
Barnes Pumps, Inc.
Bid -To -Spec & Project Sales
1485 Lexington Ave.
Mansfield, Ohio 44907-2674
Ph: [phone]
Fax: [phone]
Barnes Pumps Canada, Inc.
83 West Drive
Bramalea, Ontario
Canada L6T 2J6
Ph: [phone]
Fax: [phone]
MEMBER

SECTION
3B
PAGE
9
DATE
2/97
REPLACES
1/96
inches
(min)
13.56
I
)
I 1.50
(( 7.50
(191) (38)
28.25
(718) 4.56
O I (116)
Y + 9.12
O
n (232)
2
NPT DISCH.
-7
4.43
(113)
MODEL PART HP VOLT PH RPM NEMA FULL LOCKED CORD CORD
CORD
NO. NO. (NOM) START LOAD ROTOR SIZE TYPE
O.D.
CODE AMPS AMPS
SGV3002L 084798 3 200 1 3450 G 27.0 86.0 10/4 SO
0.745
SGV3022L 084799 3 230 1 3450 G 23.0 75.0 10/4 SO
0.745
SGV3062L 084800 3 200 3 3450 J 15.0 65.0 10/4 'SO
0.745
SGV3032L 084801 3 230 3 3450 J 13.0 56.6 10/4 SO
0.745
SGV3042L 084802 3 460 3 3450 J 6.5 28.3 10/4 SO
0.745
SGV3052L 088861 3 575 3 3450 J 5.2 22.6 10/4 SO
0.745
SGV5002L 084803 5 200 1 3450 F 42.0 134.0 6/4 SO
1.010
SGV5022L 084804 5 230 1 3450 F 39.0 117.0 814 SO
0.780
SGV5062L 084805 5 200 3 3450 H 25.0 94.0 10/4 SO
0.745
SGV5032L 084806 5 230 3 3450 H 2O.0 81.4 10/4 SO
0.745
SGV5042L 084807 5 460 3 3450 H 10.0 40.7 1014 SO
0.745
SGV5052L 088862 5 575 3 3450 H 8.0 32.5 1014 SO
0.745
SGV7532L 084808 7.5 230 3 3450 F 24.0 102.0 10/4 SO
0.745
SGV7542L 084809 7.5 460 3 3450 F 12.0 51.0 1014 SO
0.745
SGV7552L 088863 7.5 575 3 3450 F 9.6 40.8 1014 SO
0.745
Standard Units:
Temperature sensor cable is 1412 SOW, 0.530 OD.
(Optional - Moisture/Temperature sensor cable for all models is 1815 SOW, 0.476 OD., replaces Temp sensor cable.)
CSA Listed Units:
(Optional - CSA Listed Power cable for all models is SOW, with same dimensions as STD. units & Temp sensor cable is 1412 SOW, 0.530
O.D.)
(Optional - CSA Listed Moisture/Temperature sensor cable is 18/5 SOW, 0.476 OD., replaces Temp sensor cable.)
IMPORTANT I
1.) PUMP MAY BE OPERATED "DRY" FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR AND/OR SEALS.
2.) THIS PUMP IS APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION 11 HAZARDOUS LOCATIONS.
3.) THIS PUMP IS NOT APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS 1 DIVISION 1 HAZARDOUS LOCATIONS.
4.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLED IN
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSI/NFPA 70 AND/OR THE AUTHORITY HAVING JURISDICTION. THIS PUMP IS NOT
INTENDED FOR USE IN SWIMMING POOLS,
RECREATIONAL WATER PARKS, OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED
MEDIA IS A COMMON OCCURRENCE.
C RAN E® PUMPS & SYSTEMS
A Crane Co. Coin n Baines Pumps, Inc
Pay Distributor Sales & Service Dept.
420 Third Street/P.O. Box 603
Piqua, Ohio 45356-0603
Ph: [phone]
Fax: [phone]
Bames Pumps, Inc.
Bid -To -Spec & Project Sales
1485 Lexington Ave.
Mansfield, Ohio 44907-2674
Ph: [phone]
Fax: [phone]
Baines Pumps Canada, Inc.
83 West Drive
Bramalea, Ontario
Canada L6T 2J6
Ph: [phone]
Fax: [phone]
MEMBER

Project # 3 g el-10 6 —? ,De.f' `t° e'vOn
Sheet # ✓ of 3
Designed by Date v /'� oo
Checked Date
CAVANAU G H
Solutions through integrity and partnership
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ry !l'urnP S irtvr� =Zs( 31S)bY- 7/ F
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40
0// cl, Ell

Project # %- /d(— �oc lc S' �iv�13
Sheet # Z- of
Designed by LK i3 Date JL-� /3 �a
Checked Date
11�01011
CAVANAU G H
Solutions through integrity and partnership
GS
T
2
23,
s v &Pm
P /� ""J- - 3 , 2 3 (l 6,0
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CAVANAU G H
Solutions through integrity and partnership
Project # -!Q(� - 12n�e il kl'JoA
Sheet # -,. of '
Designed by k� 12, Date l G .l-3106 /
Checked Date /'J 7
N
2--P4,15 �V� ✓�
LINE > t/ � i4 = l%r 2 _ T C 2�?� �- 12. 0 0 7 ie�2.
r
(� = ZrVA ( 0'0 V, l74 CFS
I.
> 62, cps' _ 78 6PM

PUMP STATION 1
\
\
MOUNTAIN AIR -ROCKY
KNOB
DATE
HIGH POINT
3449.5
STATIC HEAD
120
GPM __MGD___L1_NE
SIZE --HL/1000-
LENGTH
@ L.F.
TDH
—STATIC
Total length=1416'
Page

PUMP STATION 2
MOUNTAIN AIR -ROCKY KNOB
DATE 1--om-inoo
1
c=120
-.-.------.-PUMP
STATION #2 1 NV
HIGH POINT
3444.5
3564.5
120
STATIC HEAD
LENTGH OF PIPE
410
1 6--/,_-_
451
GPM
MGD
LINE SIZE
HL/1000'
LENGTH
@ L.F.
STATIC
TDH
0
10
0
0.0144
3
3
0.000
0.374
-1.350
451
451
0.00
0.17
120
1-20
120.00
--i-2-0.17
20
0.0288
-
3
-451
0.61
126-
1-20.61
30
0­04-32
2.858
451
1.29
120
121.29
40
(j-. 6-5 7-6
3
4.867
451
2.19
120
-122.19
50
6_._0_72_
3
7.354
451
3.32
1-20
123.32
60
70
80
90
100
0.0864
0.1152
0.1296
0.1441
3
3
3
3
10.304
13.704
17.545
21.816
451
451
451
451
4511
4.65
6.18
7.91120
9.84
11.9611
120
- 1-20
120
1201
124.65
126.18
127.91
__129.84
131-96
Page 1

PUMP STATION 3
MOUNTAIN AIR -ROCKY
KNOB
DATE
10/13/2000
c=120
PUMP STATION #3 INV
3559.5
HIGH POINT
3682
STATIC HEAD
122.5
LENTGH OF PIPE
461.6
+ 10% =
508
GPM
MGD
LINE SIZE
HL/1000'
LENGTH
@ L.F.
STATIC
TDH
0
0
3
0.000
508
0.00
122.5
122.50
10
0.0144
3
0.374
508
0.19
122.5
122.69
20
0.0288
3
1.350
508
0.69
122.5
123.19
30
0.0432
3
2.858
508
1.45
122.5
123.95
40
0.0576
3
4.867
508
2.47
122.5
124.97
50
0.072
3
7.354
508
3.74
122.5
126.24
60
0.0864
3
10.304
508
5.23
122.5
127.73
70
0.1008
3
13.704
508
6.96
122.5
129.46
80
0.1152
3
17.545
508
8.91
122.5
131.41
90
0.1296
3
21.816
508
11.08
122.5
133.58
100
0.144
3
26.511
508
13.47
122.5
135.97
Page 1

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MEMBER

SECTION
3B
PAGE
8
DATE
2199
REPLACES
2/97
BARNESr SGV
SUBMERSIBLE GRINDER PUMPS
Vortex
Specifications:
DISCHARGE:
2" (51mm) NPT, Vertical
LIQUID TEMPERATURE:
160°F (71°C) Intermittent
VOLUTE:
Cast Iron ASTM A-48, Class 30.
MOTOR HOUSING:
Cast Iron ASTM A-48, Class 30.
SEAL PLATE:
Cast Iron ASTM A-48, Class 30.
IMPELLER: Design:
12 Vane,Vortex, With Pump Out
Vanes On Back Side. Dynamically
Balanced, ISO G6.3.
Material:
85-5-5-5 Bronze
SHREDDING RING:
Hardened 440C Stainless Steel
Rockwell® C-55.
CUTTER:
Hardened 440CStainless Steel,
Rockwell C-55.
SHAFT:
416 Stainless Steel
SQUARE RINGS:
Buna-N
HARDWARE:
300 Series Stainless Steel
PAINT:
Air Dry Enamel.
SEAL: Design:
Tandem Mechanical, Oil Filled
Reservoir.
Material:
Rotating Faces - Carbon
Stationary Faces - Ceramic
Elastomer - Buna-N
Hardware -300 Series Stainless
CABLE ENTRY:
25 ft. (7.6M) Cord. Pressure Grommet
for Sealing and Strain Relief.
SPEED:
3450 RPM (Nominal).
UPPER BEARING:
Design:
Single Row, Ball
Lubrication:
Oil
Load:
Radial
INTERMEDIATE BEARING:
Design:
Single Row, Ball
Lubrication:
Oil
Load:
Radial & Thrust
LOWER BEARING:
Design: Sleeve
Lubrication: Oil
Load: Radial
MOTOR: Design:. NEMA L-Single Phase,NEMA B-Three
Phase Torque Curve. Completely
Oil -Filled, Squirrel Cage Induction.
Insulation: Class F.
SINGLE PHASE: Capacitor Start/Capacitor Run. Requires Overload
Protection to be Included In control panel. Requires Bamess Starter or
Control Panel which Includes Capacitors, or Capacitor pack.
THREE PHASE: Dual Votage 230/460; Requires Overload Protection to
be Included in control panel.
OPTIONAL EQUIPMENT: Seal Material, Impeller Trims, Moisture
Sensors (Requires Relay in Panel), Cable Length.
F
CRANE®
A Crane Co. Company
PUMPS & SYSTEMS
Barnes Pumps, Inc
Distributor Sales & Service Dept.
420 Third Street/P.O. Box 603
Piqua, Ohio 45356-0603
Ph: [phone]
Fax: [phone]
Series: SGV 3, 5, 7-1/2 HP
3450 RPM
(OPTIONAL)
CIP8 Canadian Standards Association
File No..LR16567
Description:
THE GRINDER PUMP IS DESIGNED TO
REDUCE DOMESTIC, COMMERCIAL,
INSTITUTIONAL AND LIGHT INDUSTRIAL
SEWAGE TO A FINELY GROUND SLURRY.
Sample Specifications: Section 3 Page 8.
Barnes Pumps, Inc. I Barnes Pumps Canada, Inc.
Bid -To -Spec & Project Sales
83 West Drive
1485 Lexington Ave.
Bramalea, Ontario
Mansfield, Ohio 44907-2674
Canada L6T 2J6
Ph: [phone]
Ph: [phone]
Fax: [phone]
Fax: [phone]

SECTION
3B
PAGE
9
DATE
2/97
REPLACES
1/95
inches
(mm)
13.56
I ( ) 1.50
BARNES PUMPS, auES mac 7.5
(191) (38)
28.25
(719) 4.56
;0
O I l-
9.12
2" (61)
(232)
NPT DISCH.
-T
4.43
{113)
MODEL PART HP VOLT PH RPM NEMA FULL LOCKED CORD
CORD
CORD
NO. NO. (NOM) START LOAD ROTOR SIZE
TYPE
O.D.
CODE AMPS AMPS
SGV3002L 084798 3 200 1 3450 G 27.0 86.0 10/4
SO
0.745
SGV3022L 084799 3 230 1 3450 G 23.0 75.0 1014
SO
0.745
SGV3062L 084800 3 200 3 3450 J 15.0 65.0 10/4
SO
0.745
SGV3032L 084801 3 230 3 3450 J 13.0 56.6 10/4
SO
0.745
SGV3042L 084802 3 460 3 3450 J 6.5 28.3 10/4
SO
0.745
SGV3052L 088861 3 575 3 3450 J 5.2 22.6 10/4
SO
0.745
SGV5002L 084803 5 200 1 3450 F 42.0 134.0 6/4
SO
1.010
SGV5022L 084804 5 230 1 3450 F 39.0 117.0 8/4
SO
0.780
SGV5062L 084805 5 200 3 3450 H 25.0 94.0 10/4
SO
0.745
SGV5032L 084806 5 230 3 3450 H 2O.0 81.4 10/4
SO
0.745
SGV5042L 084807 5 460 3 3450 H 10.0 40.7 10/4
SO
0.745
SGV5052L 088862 5 575 3 3450 H 8.0 32.5 1014
SO
0.745
SGV7532L 084808 7.5 230 3 3450 F 24.0 102.0 10/4
SO
0.745
SGV7542L 084809 7.5 460 3 3450 F 12.0 51.0 10/4
SO
0.745
SGV7552L 088863 7.5 575 3 3450 F 9.6 40.8 10/4
SO
0.745
Standard Units:
Temperature sensor cable is 14/2 SOW, 0.530 OD.
(Optional - Moisture/Temperature sensor cable for all models is 18/5 SOW, 0.476
OD., replaces Temp sensor cable.)
CSA Listed Units:
(Optional - CSA Listed Power cable for all models is SOW, with same dimensions as STD. units & Temp sensor cable is 14/2
SOW, 0.530
O.D.)
(Optional - CSA Listed Moisture/Temperature sensor cable is 18/5 SOW, 0.476 OD., replaces Temp sensor cable.)
IMPORTANTI
1.) PUMP MAY BE OPERATED "DRY" FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR AND/OR SEALS.
2.) THIS PUMP IS APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS 1 DIVISION II HAZARDOUS LOCATIONS.
3.) THIS PUMP IS NOT APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION I HAZARDOUS LOCATIONS.
4.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE
INSTALLED
IN
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSI/NFPA 70 AND/OR THE AUTHORITY HAVING JURISDICTION. THIS PUMP IS NOT
INTENDED FOR USE IN SWIMMING POOLS, RECREATIONAL WATER PARKS, OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED
MEDIA IS A COMMON OCCURRENCE.
IC RAN E® PUMPS & SYSTEMS
A Crane Co. Coin n Barnes Pumps, Inc
Y Distributor Sales & Service Dept.
420 Third Street/P.O. Box 603
Piqua, Ohio 45356-0603
Ph: [phone]
Fax: [phone]
Baines Pumps, Inc.
Bid -To -Spec & Project Sales
1485 Lexington Ave.
Mansfield, Ohio 44907-2674
Ph: [phone]
Fax: [phone]
Baines Pumps Canada, Inc.
83 West Drive
Bramalea, Ontario
Canada L6T 2J6
Ph: [phone]
Fax: [phone]
MEMBER

MENEM
nown■
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MEMBER

SECTION
3B
BARNESrPAGE
SGV
8
DATE
2/99
SUBMERSIBLE GRINDER PUMPS
REPLACES
2/97
Vortex
Specifications:
DISCHARGE:
2" (51mm) NPT, Vertical
LIQUID TEMPERATURE:
160°F (71 °C) Intermittent
VOLUTE:
Cast Iron ASTM A-48, Class 30.
MOTOR HOUSING:
Cast Iron ASTM A-48, Class 30.
SEAL PLATE:
Cast Iron ASTM A-48, Class 30.
IMPELLER: Design:
12 Vane,Vortex, With Pump Out
Vanes On Back Side. Dynamically
Balanced, ISO G6.3.
Material:
85-5-5-5 Bronze
SHREDDING RING:
Hardened 440C Stainless Steel
Rockwell® C-55.
CUTTER:
Hardened 440CStainless Steel,
Rockwell C-55.
SHAFT:
416 Stainless Steel
SQUARE RINGS:
Buna-N
HARDWARE:
300 Series Stainless Steel
PAINT:
Air Dry Enamel.
SEAL: Design:
Tandem Mechanical, Oil Filled
Reservoir.
Material.,
Rotating Faces - Carbon
Stationary Faces - Ceramic
Elastomer - Buna-N
Hardware -300 Series Stainless
CABLE ENTRY:
25 ft. (7.6M) Cord. Pressure Grommet
for Sealing and Strain Relief.
SPEED:
3450 RPM (Nominal).
UPPER BEARING:
Design:
Single Row, Ball
Lubrication:
Oil
Load.
Radial
INTERMEDIATE BEARING:
Design:
Single Row, Ball
Lubrication:
Oil
Load:
Radial & Thrust
LOWER BEARING:
Design: Sleeve
Lubrication: Oil
Load: Radial
MOTOR: Design: NEMA L-Single Phase,NEMA B-Three
Phase Torque Curve. Completely
Oil -Filled, Squirrel Cage Induction.
Insulation: Class F.
SINGLE PHASE: Capacitor Start/Capacitor Run. Requires Overload
Protection to be Included In control panel. Requires Barnes® Starter or
Control Panel which Includes Capacitors, or Capacitor pack.
THREE PHASE: Dual Votage 230/460; Requires Overload Protection to
be Included in control panel.
OPTIONAL EQUIPMENT: Seal Material, Impeller Trims, Moisture
Sensors (Requires Relay in Panel), Cable Length.
CRANE®
A Crane Co. Company
PUMPS & SYSTEMS
Barnes Pumps, Inc
Distributor Sales & Service Dept,
420 Third Street/P.O. Box 603
Piqua, Ohio 45356-0603
Ph: [phone]
Fax: [phone]
Series: SGV 3, 5, 7-1/2 HP
3450 RPM
(OPTIONAL)
C
6 Canadian Standards Association
File No. LR16567
Description:
THE GRINDER PUMP IS DESIGNED TO
REDUCE DOMESTIC, COMMERCIAL,
INSTITUTIONAL AND LIGHT INDUSTRIAL
SEWAGE TO A FINELY GROUND SLURRY.
Sample Specifications: Section 3 Page 8.
Barnes Pumps, Inc.
Bid -To -Spec & Project Sales
1485 Lexington Ave.
Mansfield, Ohio 44907-2674
Ph: [phone]
Fax: [phone]
Barnes Pumps Canada, Inc.
83 West Drive
Bramalea, Ontario
Canada L6T 2J6
Ph: [phone]
Fax: [phone]
MEMBER

SECTION
313
PAGE
9
DATE
2/97
REPLACES
1/95
nincles
13.56
(3)
I I 1.50
BARNES ass M 1 7.50
(191) (38)
28.25
i (718) 4.56
O I (116)
Y + 9.12
In (51) (232)
I NPT DISCH.
-T
4.43
(113)
MODEL PART HP VOLT PH RPM NEMA FULL LOCKED CORD CORD
CORD
NO. NO. (NOM) START LOAD ROTOR SIZE TYPE
O.D.
CODE AMPS AMPS
SGV3002L 084798 3 200 1 3450 G 27.0 86.0 10/4 SO
0.745
SGV3022L 084799 3 230 1 3450 G 23.0 75.0 10/4 SO
0.745
SGV3062L 084800 3 200 3 3450 J 15.0 65.0 10/4 'SO
0.745
SGV3032L 084801 3 230 3 3450 J 13.0 56.6 10/4 SO
0.745
SGV3042L 084802 3 460 3 3450 J 6.5 28.3 10/4 SO
0.745
SGV3052L 088861 3 575 3 3450 J 5.2 22.6 10/4 SO
0.745
SGV5002L 084B03 5 200 1 3450 F 42.0 134.0 6/4 SO
1.010
SGV5022L 084804 5 230 1 3450 F 39.0 117.0 8/4 SO
0.780
SGV5062L 084805 5 200 3 3450 H 25.0 94.0 10/4 SO
0.745
SGV5032L 084806 5 230 3 3450 H 2O.0 81.4 10/4 SO
0.745
SGV6042L 084807 5 460 3 3450 H 10.0 40.7 10/4 SO
0.745
SGV5052L 088862 5 575 3 3450 H 8.0 32.5 1014 SO
0.745
SGV7532L 084808 7.5 230 3 3450 F 24.0 102.0 10/4 SO
0.745
SGV7542L 084809 7.5 460 3 3450 F 12.0 51.0 10/4 SO
0.745
SGV7552L 088863 7.5 575 3 3450 F 9.6 40.8 10/4 SO
0.745
Standard Units:
Temperature sensor cable is 14/2 SOW, 0.530 OD.
(Optional - Moisture/Temperature sensor cable for all models is 18/5 SOW, 0.476 OD., replaces Temp sensor cable.)
CSA Listed Units:
(Optional - CSA Listed Power cable for all models is SOW, with same dimensions as STD. units & Temp sensor cable is 14/2 SOW, 0.530
O.D.)
(Optional - CSA Listed Moisture/Temperature sensor cable is 18/5 SOW, 0.476 OD., replaces Temp sensor cable.)
IMPORTANT!
1.) PUMP MAY BE OPERATED "DRY" FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR AND/OR SEALS.
2.) THIS PUMP IS APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION II HAZARDOUS LOCATIONS.
3.) THIS PUMP IS NOT APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION I HAZARDOUS LOCATIONS.
4.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLED
IN
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSI/NFPA 70 AND/OR THE AUTHORITY HAVING JURISDICTION. THIS PUMP IS NOT
INTENDED FOR USE IN SWIMMING POOLS, RECREATIONAL WATER PARKS, OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED
MEDIA IS A COMMON OCCURRENCE.
CRANE,
A Crane Co. Company
PUMPS & SYSTEMS
Bames Pumps, Inc
Distributor Sales & Service Dept.
420 Third Street/P.O. Box 603
Piqua, Ohio 45356-0603
Ph: [phone]
Fax: [phone]
Barnes Pumps, Inc.
Bid -To -Spec & Project Sales
1485 Lexington Ave.
Mansfield, Ohio 44907-2674
Ph: [phone]
Fax: [phone]
Barnes Pumps Canada, Inc.
83 West Drive
Bramalea, Ontario
Canada L6T 2.16
Ph: [phone]
Fax: (9D5) 457-2650
MEMBER

loss ■■■■■■■■■■■ Sam ■■■■■■■■
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■■■■■ ■■■■■ ■■■■■ ■■■■■ ■■NOtPump HP Imp. Dia.
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■ONm■ NONO■ ■NON■ OE■■m ■N\�� NO\�� mNN\►` \■\►�\ /►`O■m
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mEOOmNaOa■■OOmmEEEO■■ONmmNEN■mMN�\E■\tea■■\s ■EMNON
MEMBER

SECTION
313
PAGE
8
DATE
2/99
REPLACES
2197
BARNESr SGV
SUBMERSIBLE GRINDER PUMPS
Vortex
Specifications:
DISCHARGE:
2" (51mm) NPT, Vertical
LIQUID TEMPERATURE:
160°F (71°C) Intermittent
VOLUTE:
Cast Iron ASTM A-48, Class 30.
MOTOR HOUSING:
Cast Iron ASTM A-48, Class 30.
SEAL PLATE:
Cast Iron ASTM A-48, Class 30.
IMPELLER: Design:
12 Vane,Vortex, With Pump Out
Vanes On Back Side. Dynamically
Balanced, ISO G6.3.
Material.,
85-5-5-5 Bronze
SHREDDING RING:
Hardened 440C Stainless Steel
Rockwell® C-55.
CUTTER:
Hardened 440CStainless Steel,
Rockwell C-55.
SHAFT:
416 Stainless Steel
SQUARE RINGS:
Buna-N
HARDWARE:
300 Series Stainless Steel
PAINT:
Air Dry Enamel.
SEAL: Design:
Tandem Mechanical, Oil Filled
Reservoir.
Material:
Rotating Faces - Carbon
Stationary Faces - Ceramic
Elastomer - Buna-N
Hardware -300 Series Stainless
CABLE ENTRY:
25 ft. (7.6M) Cord. Pressure Grommet
for Sealing and Strain Relief.
SPEED:
3450 RPM (Nominal).
UPPER BEARING:
Design:
Single Row, Ball
Lubrication:
Oil
Load:
Radial
INTERMEDIATE BEARING:
Design:
Single Row, Ball
Lubrication:
Oil
Load.
Radial & Thrust
LOWER BEARING:
Design: Sleeve
Lubrication: Oil
Load: Radial
MOTOR: Design: NEMA L-Single Phase,NEMA B-Three
Phase Torque Curve. Completely
Oil -Filled, Squirrel Cage Induction.
Insulation: Class F.
SINGLE PHASE: Capacitor Start/Capacitor Run. Requires Overload
Protection to be Included In control panel. Requires Bames® Starter or
Control Panel which Includes Capacitors, or Capacitor pack.
THREE PHASE: Dual Votage 230/460; Requires Overload Protection to
be Included in control panel.
OPTIONAL EQUIPMENT: Seal Material, Impeller Trims, Moisture
Sensors (Requires Relay in Panel), Cable Length.
CRANE®
A Crane Co. Company
PUMPS & SYSTEMS
Barnes Pumps, Inc
Distributor Sales & Service Dept.
420 Third Street/P.O. Box 603
Piqua, Ohio 45356-0603
Ph: [phone]
Fax: [phone]
Series: SGV 3, 5, 7-1/2 HP
3450 RPM
(OPTIONAL)
C
8 Canadian Standards Association
File No. LR16567
Description:
THE GRINDER PUMP IS DESIGNED TO
REDUCE DOMESTIC, COMMERCIAL,
INSTITUTIONAL AND LIGHT INDUSTRIAL
SEWAGE TO A FINELY GROUND SLURRY.
Sample Specifications: Section 3 Page 8.
Barnes Pumps, Inc.
Bid -To -Spec & Project Sales
1485 Lexington Ave.
Mansfield, Ohio 44907-2674
Ph: [phone]
Fax: [phone]
Barnes Pumps Canada, Inc.
83 West Drive
Bramalea, Ontario
Canada L6T 2J6
Ph: [phone]
Fax [phone]
M�2
MEMBER

SECTION
3B
PAGE
9
DATE
2/97
REPLACES
1/95
inches
(min)
13.56
)
' 1.50
(( 7.50
28.25
j (718) 4.56
01 (116)
Y +
O
9.12
2" pi)
{232)
NPT DISCH.
-7
4.43
(173)
MODEL PART HP VOLT PH RPM NEMA FULL LOCKED CORD
CORD
CORD
NO. NO. (NOM) START LOAD ROTOR SIZE
TYPE
O.D.
CODE AMPS AMPS
SGV3002L 084798 3 200 1 3450 G 27.0 86.0 10/4
SO
0.745
SGV3022L 084799 3 230 1 3450 G 23.0 75.0 10/4
SO
0.745
SGV3062L 084800 3 200 3 3450 J 15.0 65.0 10/4
SO
0.745
SGV3032L 084801 3 230 3 3450 J 13.0 56.6 10/4
SO
0.745
SGV3042L 084802 3 460 3 3450 J 6.5 28.3 10/4
SO
0.745
SGV3052L 088861 3 575 3 3450 J 5.2 22.6 10/4
SO
0.745
SGV5002L 084803 5 200 1 3450 F 42.0 134.0 6/4
SO
1.010
SGV5022L 084804 5 230 1 3450 F 39.0 117.0 8/4
SO
0.780
SGV5062L 084805 5 200 3 3450 H 25.0 94.0 10/4
SO
0.745
SGV5032L 084806 5 230 3 3450 H 2O.0 81.4 10/4
SO
0.745
SGV5042L 084807 5 460 3 3450 H 10.0 40.7 1014
SO
0.745
SGV5052L 088862 5 575 3 3450 H 8.0 32.5 10/4
SO
0.745
SGV7532L 084808 7.5 230 3 3450 F 24.0 102.0 10/4
SO
0.745
SGV7542L 084809 7.5 460 3 3450 F 12.0 51.0 10/4
SO
0.745
SGV7552L 088863 7.5 575 3 3450 F 9.6 40.8 10/4
SO
0.745
Standard Units:
Temperature sensor cable is 14/2 SOW, 0.530 OD.
(Optional - Moisture/Temperature sensor cable for all models is 1815 SOW, 0.476 OD., replaces Temp sensor cable.)
CSA Listed Units:
(Optional - CSA Listed Power cable for all models is SOW, with same dimensions as STD. units & Temp sensor cable is 14/2 SOW, 0.530
O.D.)
(Optional - CSA Listed Moisture/Temperature sensor cable is 18/5 SOW, 0.476 OD., replaces Temp sensor cable.)
IMPORTANT I
1.) PUMP MAY BE OPERATED "DRY" FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR AND/OR SEALS.
2.) THIS PUMP IS APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION 11 HAZARDOUS LOCATIONS.
3.) THIS PUMP IS NOT APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS 1 DIVISION I HAZARDOUS LOCATIONS.
4.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE
INSTALLED IN
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSI/NFPA 70 AND/OR THE AUTHORITY HAVING JURISDICTION. THIS
PUMP IS NOT
INTENDED FOR USE IN SWIMMING POOLS, RECREATIONAL WATER PARKS, OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED
MEDIA IS A COMMON OCCURRENCE.
CRANE®
A Crane Co. Company
PUMPS & SYSTEMS
Baines Pumps, Inc
Distributor Sales & Service Dept.
420 Third Street/P.O. Box 603
Piqua, Ohio 45356-0603
Ph: [phone]
Fax: [phone]
Baines Pumps, Inc.
Bid -To -Spec & Project Sales
1485 Lexington Ave.
Mansfield, Ohio 44907-2674
Ph: [phone]
Fax: [phone]
Baines Pumps Canada, Inc.
83 West Drive
Bramalea, Ontario
Canada L6T 2J6
Ph: [phone]
Fax: [phone]
"MEMBER

CAVANAU G H
Solutions through integrity and partnership
Project #
Sheet # / of 3
Designed by Date
Checked Date
2 Z n7- S 7-0 /hum � lTlpnlY- '7r
63
F r (2-
Y(-
D�`%,N
)(
= l G �,9L
wr-t i� J 1 rn s
'Air" PS7)A.77(1'I4/ I I►'ilC = = 1461Y64t pr�1,/� /4,76MIAl
Yp 4 g 0M
�_ ly,I(�A,,,ry
L Y, C t- C-s,114rL '= 6 0// C�, J (, ;: EE

FROM : CAVANAUGH & ASSOC.—ASHEVILLEIL FAX NO. :
Dec. 21 2000 10:50AM P1
4�1011
GAVANAUGH
Solutions through integrity and partnership
CAVANAUGH & ASSOCIATES, P.A.
Consulting Engineers `
306 West Haywood Street
Asheville, North Carolina 28801
[phone] Fax [phone]
Facsimile Cover Sheet
Company:
Fax Number: 2-.S/- (a 4%-s-2.
Date: 12-2-1rry
Project Number: S. Ci9-Joe . Rocl l korb
No. of Pages (Including Cover): -
Comments:
Tle"c Lom^ery
ez, ma 14p,;61 4 4-77 OW AV,) / 4k ��/c Y-0
Ne,

FROM CAVANAUGH & ASSOC.—ASHEVILLEIL FAX NO. Dec. 21 2000 10:51AM P3
it
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STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
DOCKET NO. W-1148
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
In the Matter of
Application by Mountain Air Utilities Corporation, Post )
ORDER
Office Box 1090, Burnsville, North Carolina 28714, for )
SCHEDULING
Certificate of Public Convenience and Necessity for )
HEARING AND
Water and Sewer Utility Service -in the Mountain Air )
REQUIRING
Development in Yancey County, North Carolina, and for )
CUSTOMER
Approval of Rates )
NOTICE
BY THE COMMISSION: On August 22, 2000, Mountain Air Utilities Corporation
(Applicant) filed an application with the Commission seeking a certificate of public -
convenience and necessity for providing water and sewer utility service in the Mountain
Air Development in Yancey County, North Carolina, and for approval of rates. The
Applicant intends to serve 502 residential and commercial customers.
The Commission is of the opinion that the application should be scheduled for
hearing.
IT IS, THEREFORE, ORDERED as follows:
1. That this proceeding is scheduled for hearing at.7:00. p:m., on Thursday,
February 15, 2001, in the Courtroom, Yancey County Courthouse, Town Square,
Burnsville, North Carolina 28714.
2. . That the Applicant is required to appear in person before the Commission at
the time and'place of the hearing to testify concerning any of the information contained in
the application.
.3: That the Notice to Customers, attached as Appendix A, be mailed with
suffi+di.int postage orhard� l,mora,d by th. Ap,plICaiit to III �li�.omcrs In tk,� avovv-
captioned service area no later than 15 days after the date of this Order; and that the
Applicant submit to the. Commission the attached Certificate of Service properly signed and
notarized no later than 30 days after the date of this Order.
WM00.04 Geneva S. Thigpen, Chief Clerk

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
.''APPENDIXA
PAGE 1 OF 3
NOTICE TO CUSTOMERS
DOCKET NO. W-1148
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
Notice is given that Mountain Air Utilities Corporation, Post Office Box 1090,
Burnsville, North Carolina 28714, has applied to the North Carolina Utilities Commission
for a certificate of public convenience and necessity to furnish water and sewer utility
service in the Mountain Air Development in Yancey County, North Carolina, and for
approval of the following rates:
From date of approval until January 1 2002:
Monthly Water Rates
Base Rate, includes 2,000 gallons $ 22.50
Usage Rate, per 1,000 gallons $ 3.00
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 10.00
(above 6,000 gallons)
Monthly Sewer Rates
Base Rate, includes 2,000 gallons $ 22.50
Usage Rate, per 1,000 gallons $ 3.00
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 10.00
(above 6,000 gallons)

APPENDIX A
PAGE 2OF3
From.January 1. 2002, until January 1. 2003:
Monthly Water Rates
Base Rate, includes 2,000 gallons. $ 32.00
Usage Rate, per 1,000 gallons $ 18.00
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 25.00
(above 6000 gallons)
Monthly Sewer Rates
Base Rate, includes 2,000 gallons $ 28.50
Usage Rate, per 1,000 gallons $ 18.00
(from 2,000 to 6,000 gallons)
Usage Rate, per,.1,000 galIons.;. $ 25.00
(above 6,000 gallons)
From January 1. 2003, onward: ;
Monthly Water Rates
Base Rate, includes 2,000 gallons $ 41.98
Usage Rate, per 1,000 gallons $ 32.00
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 40.00
(above 6,000 gallons)
Monthly Sewer Rates
Base Rate, includes 2,000 gallons $ 34.43
Usage Rate, per 1,000 gallons $ 32.00
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 40.00
(above 6,000 gallons)

APPENDIX A
PAGE 3OF3
PUBLIC HEARING
Thursday,
Commission has scheduled the application for public hearing at 7:00 p.m., on
ay, February 15, 2001, in the Courtroom, Yancey County Courthouse, Town
Square, Burnsville, North Carolina 28714.
The Public Staff is authorized by statute to represent the consumers in proceedings
before the Commission. Written statements to the Public Staff should include any
information, which the writer wishes to be considered by the Public Staff in its investigation
of the matter, and these statements should be addressed to Mr. Robert .Gruber, Executive
Director, Public Staff, 4326 Mail Service Center, Raleigh, North Carolina 27699-4326.
The Attorney General is also authorized by statute to represent the consumers in
proceedings before the Commission. Statements to the Attorney General should be
addressed to The Honorable Michael F. Easley, Attorney General, c/o Utilities Section,
Post Office Box 629, Raleigh, North Carolina 27602.
Written statements are not evidence unless those persons appear at a public
hearing and testify concerning the information contained in their written statements.
Persons desiring to intervene in the matter as formal parties of record should file
a motion under North Carolina Utilities Commission Rules R1-6, R1-7, and R1-19 no later
than 10 days before the date of the hearing. These motions should be filed with the North
Carolina Utilities Commission, 4325 Mail Service Center, Raleigh, North Carolina
27699-4325.
This the day of �U , 2000.
NORTH CAROLINA UTILITIES COMMISSION
Geneva S. Thigpen, Chief Clerk

CERTIFICATE OF SERVICE
I, mailed with sufficient ,
postage or hand delivered to all affected customers the attached Notice to Customers
issued by the North Carolina Utilities Commission in Docket No. W-1148, and.the Notice
was mailed or hand delivered by the datespecified in the -Order.
This the day of.
By:
2000.
Signature
The above named Applicant,
personally
appeared before me this day and, being first duly sworn, says that the required Notice to
Customers. was mailed or hand delivered to all affected customers, as required by the
Commission Order dated
in Docket No. W-1148.
Witness my hand and notarial seal, this the day of 2000.
Notary Public
Address
(SEAL) My Commission Expires:
Date

FROM : CAVANAUGH & ASSOC.—ASHEVILLEIL FAX NO. Dec. 21 2000 10:51AM P2
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATERSHED CLASSIFICATION ATTACHMENT
Any changes made to this form will result in the application being returned.
(THIS Ia0RA4 MAY 13E PH07000PII D IDI? USE AS AN ORIGINAL)
INSTRUCTIONS:
To determine the classification of the watershed(s) in which the subject project will be located, you are required to
submit this form, with Items 1 through 8 completed, to the appropriate Division of Water Quality Regional Office
Water Quality Supervisor (see Page 2 of 2) prior to submittal of the application for review. At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5-minute USGS Topographic Map that shows the surface waters
immediately downslope of the project. You must identify the location of the project and the closest downslope surface
waters (waters for which you are requesting the classification) on the submitted map copy. If the facility is located in
the Neuse River Basin, also include a copy of the soil survey map for the project Iocation. The corresponding non -
discharge application may not be submitted until this form is completed by the appropriate regional office and
included with the submittal.
1. Applicant's name (name of the municipality, corporation, individual, etc.): Mountain A i r
Development Corporation
2. Name and complete address of applicant: Randy Banks
P.O. Box 1037
City: Burnsville State: KC, Zip: 28714
Telephone number: ( 8 2 8) 6 8 2— 3 6 0 0 Facsimile number: ($ 2 8) 6 8 2— 412 5
3. Project name (name of the subdivision, facility or establishment, etc.): Rocky Knob Develop- ment—
Mountain Air Country Club
4. County where project is located: _ Yancey
5. Name(s) of closest surface waters: Dry Spring Bra.rtch
6. River basin(s) in which the project is located: C a n P, R i ve r B a-gi n
7. Topographic map name and date: USGS—Burnsville-1990
8. North Carolina Professional Engineer's seal, signature, and date:
TO: REGIONAL OFFICE WATER QUALITY SUPERVISOR
Please provide me with the classification(s) of the surface waters, watershed(s), and appropriate river basin(s) where
these activities will occur, as iXientified on the attached map sWegment: y- u S C r �/
Names) o su ave wa sand river basin(s): _
Classification(s) (as established by the EMC): 0-
Proposed classification(s), if applicable:
River basin buffer rules, if applicable: /U L A�,` „ 50 u r
Signature of regional office personnel: - _ .� 5 ` L Date:
r
FORM: WSCA 10/99 Page 1 of 2

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0 FROM:
TO
, 0
PROCEDURE 4 REQUEST FORM
MEVEW&MA
Max Haner
A.shevzlae R•e,gional Oi'icc, Water Quality Section
Kristin NEguez
Ikon -Discharge Permitting
e Unit
StatEn ineezing Review Group
(919) 733--5083 x524
Fax [phone]
\u
1 _
a M
r U= C
.�pplicarion Nuznbez:� ►VI t 7 County:
Applicant: UG,
Project Name:
4v�
Receiving Facility: i _V f J to .permit #
Plow �Tolume: $ CrPD Flow Type: Donn. _ - Com. bd.
EngizXecr: SOC project? ____yes no
.Approval: _ -- - Denial: l/
Comments: a, , /�. _40�A/)I,*,,Jx,
Regi.ozzal Sil
+

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH ,
DOCKET NO. W-1148
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
In the Matter of
Application by Mountain Air Utilities Corporation, )
Post Office Box 1090, Burnsville; N6 th Carolina )
28714, for Certificate of Public Convenience and )
Necessity for Water and Sewer Utility Service in )
the Mountain Air Development in Yancey County, )
North Carolina, and for Approval of Rates )
'1441
/ J00/
ORDER GRANTING
MOTION TO AMEND
APPLICATION, REVISE
CUSTOMER NOTICE,
AND RESCHEDULE
HEARING
BY THE CHAIRMAN: On December 22, 2000, the Commission issued an Order
Scheduling Hearing and Requiring Customer Notice in the above -captioned docket. On
January 9, 2001, Mountain Air Utilities Corporation (Applicant) filed a Motion to Authorize
Amendment to Application and Alteration in Customer Notice and Hearing Date. In said
Motion, the Applicant sought to modify (reduce) its requested tariff and, since the
Customer Notice had not been issued, the Applicant sought to reschedule the hearing in
order to accommodate the later than anticipated customer notification.
Based upon the foregoing, the Chairman is of the opinion that good cause. exists
to grant the requested Motion.
IT IS, THEREFORE, ORDERED as follows:
1. That the hearing previously scheduled for Thursday, February 15, 2001, is
hereby canceled.
2. That this proceeding is rescheduled for hearing at 7:00 p.m., on Thursday,
March 1, 2001, in the Courtroom, Yancey County Courthouse, Town Square, Burnsville,
North Carolina 28714.
3. That the revised Notice to Customers, attached as Appendix A, be mailed
with sufficient postage or hand delivered by the Applicant to all customers in the above -
captioned service area no later than 15 days after the date of this Order; and that the
Applicant submit to the Commission the attached Certificate of Service properly signed and
notarized no later than 30 days after the date of this Order.
ISSUED BY ORDER OF THE CHAIRMAN.
tL
This the day of 2001.
NORTH CAROLINA UTILITIES COMMISSION
SIM
"12601.02 Geneva S. Thigpen, Chief Clerk

STATE OF NORTH CAROLINA
UTILITIESCOMMISSION
RALEIGH
APPENDIX A
PAGE 1 OF 3
NOTICE TO CUSTOMERS
DOCKET NO. W-1148
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
Notice is given that Mountain Air Utilities Corporation, Post Office Box 1090,
Burnsville, North Carolina 28714, has applied to the North Carolina Utilities Commission
for a certificate of public convenience and necessity to furnish water and sewer utility
service in the Mountain Air Development in Yancey County, North Carolina, and for
0
approval of the following rates:
From date of approval until January 1, 2002:
Monthly Water Rates
Base Rate, includes 2,000 gallons $ 22.50
Usage Rate, per 1,000 gallons $ 3.00
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 10.00
(above 6,000 gallons)
Monthly Sewer Rates
Base Rate, includes 2,000 gallons $ 22.50
Usage Rate, per 1,000 gallons $ 3.00
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 3.25
(above 6,000 gallons)

APPENDIX A
PAGE 2OF3
From January 1 2002 until January 1 2003:
Monthly Water Rates
Base Rate, includes 2,000 gallons $ 32.00
Usage Rate, per 1,000 gallons $ 4.25
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 14.00
(above 6,000 gallons)
Monthly Sewer Rates
Base Rate, includes 2,000 gallons
$ 28.50
Usage Rate, per 1,000 gallons
$ 4.00
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons
$ 4.25
(above 6,000 gallons)
From January 1 2003 onward:
Monthly Water Rates
Base Rate, includes 2,000 gallons
$ 41.98
Usage Rate, per 1,000 gallons
$ 5.60
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons
$ 18.00
(above 6,000 gallons)
Monthly Sewer Rates
Base Rate, includes 2,000 gallons $ 34.43
Usage Rate, per 1,000 gallons $ 5.00
(from 2,000 to 6,000 gallons)
Usage Rate, per 1,000 gallons $ 5.25
(above 6,000 gallons)

APPENDIX A
PAGE 3OF3
PUBLIC HEARING
The Commission has scheduled the application for public hearing at 7:00 p.m., on
Thursday, March 1, 2001; in the Courtroom, Yancey County Courthouse, Town Square,
Burnsville, North Carolina 28714.
The Public Staff is authorized by statute to represent the consumers in proceedings
before the Commission. Written statements to the Public Staff should include any
information, which the writer wishes to be considered by the Public Staff in its investigation
of the matter, and these statements should be addressed to Mr. Robert Gruber, Executive
Director, Public Staff, 4326 Mail Service Center, Raleigh, North Carolina 27699-4326.
Written statements can also be faxed to [phone] or e-mailed to
[e-mail].
The Attorney General is also authorized by statute to represent the consumers in
proceedings before the Commission. Statements to the Attorney General should be
addressed to The Honorable Roy Cooper, Attorney General, c/o Utilities Section, Post
Office Box 629, Raleigh, North Carolina 27602.
Written statements are not evidence unless those persons appear at a public
hearing and testify concerning the information contained in their written statements.
Persons desiring to intervene in the matter as formal parties of record should file
a motion under North Carolina Utilities Commission Rules R1-6, R1-7, and R1-19 no later
than 10 days before the date of the hearing. These motions should be filed with the North
Carolina Utilities Commission, 4325 Mail Service Center, Raleigh, North Carolina
27699-4325.
This the day of 12001.
NORTH CAROLINA UTILITIES COMMISSION
Geneva S. Thigpen, Chief Clerk

CERTIFICATE OF SERVICE
A
mailed with sufficient
postage or hand delivered to all affected customers the attached Notice to Customers
issued by the North Carolina Utilities Commission in Docket No. W-1148, and the Notice
was mailed or hand delivered by the date specified in the Order. .
This the day of 2001.
Signature
Name of Utility Company
The above named Applicant, , personally
appeared before me this day and, being first duly sworn, says that the required Notice to
Customers was mailed or hand delivered to all affected customers, as required by the
Commission.Order dated in Docket No. W-1148.
Witness my hand and notarial seal, this the day of 2001
Notary Public
Address
(SEAL) My Commission Expires:
Date

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