WQCSD0694_Regional Office Physical File Scan Up To 1/17/2021

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F VA TF Michael F. Easley, Governor
�C RP
G William G. Ross Jr., Secretary
f North Carolina Departrnent-oEnvironll en\f Ian' I aturlal Resources
Can_wr lirri k, )j. irector
�AI Division of;Vvatuality
January 3, 2006 BAN — 2006 If
Mr. Darren Allen, Principal
Cliffside at Hickory Nut Falls Property Owners Association
230 .Summer Lane
Mill Spring, North Carolina 28756
Subject:
Dear Mr. Allen:
IWATER QUALITY SECTION
ocHF-vILLE REGIONAL OFFICE
Application No. WQ0029498
Additional Information Request
Cliffside at Hickory Nut Falls
Wastewater Collection System Extension
Rutherford County
The Pretreatment, Emergency Response and Collection System Unit has conducted a preliminary review of the
subject permit application package. Additional information is required before we can continue our review.
Please address the attached items no later than February 2, 2606.
Please be aware that you are responsible for meeting.all requirements set forth in North Carolina rules and
regulations. Any oversights that occurred in the review of the, subject application package are still the
responsibility of the applicant. In addition, any omissions made in responding to the above items may result in
future requests for additional information.
Please reference the subject application number when providing the requested information. Two copies of all
revised and/or additional documentation should be signed, sealed, dated, and submitted to my attention at the
address below. Please note that failure to provide this additional information on or before the above requested
date may result in your application being returned as incomplete.
If you have any questions regarding this request, please do not hesitate to contact me at [phone],
extension 375. You may also check the future. status of this .project online at
http://h2o.enr.state.nc.us/bims/Reports/rgp6rtsPermits.html. Thank you for your cooperation.
Sincerely,
A. Bennie Goetze, Jr., P. E.
Environmental Engineer
cc: Roy Davis, -Asheville Regional -Off ce,-Surface Water_P.rotec,.tion Section
Mr. David W. Odom, P. E., Odom Hollifield and Associates Engineering, Inc., 152 East.Main Street,
Forest City, NC 28043.
Permit Application File WQ0029498
One Pretreatment, Emergency Response and Collection Systems Unit Internet http://h2o.enr.nc.state.us/ndpu
NOrthCarohna .. 1617 Mail Service Center, Raleigh, NC 27699-1617 'An Equal Opportunity Action Employer
a�R��rg //� Telephone [phone] Fax [phone]% recycled/10%post-consumer.paper

Cliffside at Hickory Nut Falls Property. Owners Association
Cliffside at Hickory Nut Falls
Pressure Sewer
Application Number WQ0029498
Review Comments
January 3, 2006
General
1. Based on the A/E's certification in the Permit Application that all 15A NCAC 2H .0200
requirements regarding gravity sewers and force mains, and the Division of Water Quality's
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 have been met, a review of
these items has not been performed. It shall be the permittee's responsibility to ensure the plans
and specifications meet the appropriate design criteria- and rules. Final approval of these
documents will not imply approval of any variance from these criteria unless specifically
requested and granted. Failure to comply may result in penalties in accordance with North
Carolina General Statute 143-215.6A—143-215.6C, construction of additional facilities, and/or
referral of the N.C. Professional Engineer to the licensing board.
2. Provide an updated flow acceptance letter from the Town of Lake Lure. The submitted letter has
expired. "
3. Provide corrected buoyancy calculations for the .pump station. The calculations provided use an
incorrect depth and concrete weight.
4. The application indicates that the entire project is not subject to flooding. Provide a letter signed
and sealed by the engineer stating this fact and referencing the source of the information.
5. Part IV.4&5 of the application, downstream sewer owner and permit number are shown as N/A.
Please provide the requested information.
6. Part-IV.6 of the application shows the downstream sewer as a 2-inch force main. The
calculations show the.line as a 4-inch force main. Please,clarify.
7. Part V.6 of the application shows.the line lengths. as follows: 1.5-inch - 99 feet, 2-inch - 430 feet,
2.5-inch - 705 feet, and 3-inch - 1794 feet. The approximate length from the plans are: 1.5-inch -
130 feet, 2-inch - 340 feet, 2.5-inch - 770 feet, and 3-inch -1770 feet. Please clarify.
8. Part.V.8 of the -application shows 1 ARV at Sta 25+26.55. The plans show an ARV near Sta
24+40 and another near Sta 30+00. Please clarify.
9. The system as designed will not act as a pressure system. The slope of the force main allows the
line to carry more flow than that pumped into the. system. Therefore the main line will act as a
gravity line. The only available pressure to force the waste into the existing force main will be
from static head build up in the force main. Indicate how this situation will be resolved.
10. Confirm the type of pump station in place at the.Esmeralda Restaurant and Inn. Node 6 shows 2
E-One cores.

11. The line lengths in the downstream pressure sewer do not appear to match those listed in the
permit for that system. Please clarify.
12. The revised model submitted Oct 24, 2005 uses a `C' value of 150. The maximum acceptable
value is 140.
13. The new model uses 11 gpm flow from some zones and 15 gpm from others. Provide a basis for
this variance.
14. Provide a copy of the associations Declaration and By-laws.
15. Provide a new watershed classification form. The form submitted with the application was not
signed and sealed by the A/E as required.
Specifications
1. Several sections make reference to the Town or the Town's engineering representative. This
should be changed to the Owner or the Owner's representative.
2. Section 02607 LB, Wetwells and Covers. These specifications do not appear to agree with the
detail drawing on sheet 4 of the plans. They appear to be reworded manhole specifications. The
dimensions do not agree, there is a reference to flow through the wetwell to a downstream sewer,
and the subbase is incorrect (8 inches vs 6 inches on the plans).
3. Section 02732, Part 2.3 confirm that DIP is available in the size used for the service lateral.
(Define a service lateral - from house to the wetwell or from the wetwell to the street.).
4. Section 02732, Part 3.8.D.7 - This is not applicable to this project.
5. Section 02732, Part 3.8.D.8 - The allowable leakage is 10 gpmim.
6. Provide specifications for the ARV manholes.
Plans
1. Provide a legend for all symbols used on the drawings.
2. Provide the top and pump elevations by lot as required by the application instructions.
3. Sheet 3 - The line sizes in the plan view do not agree with the sizes shown on this profile. Notes
on lots 12 & 17 show the line size as 2-inch and the line changed to 2.5-inch above this section.
4. Sheet 4
a. It is recommended that a plug valve be installed on either side of the check vale at the
valve box to allow for isolation of the check valve for repair without having to close the
valve at the wetwell.
b. The electrical panel must be labeled with the name and phone number of the 24-hr
emergency contact.
C. Provide a detail of the bore and jack under US64/74A.

CHIMNEY ROCK VILLAGE
Peter G. O'Leary, Mayor
P.O. Bog 193
Chimney Rock, NC 28720
[phone] Fax [phone]
email - [e-mail]
December 22, 2004
Merry Dupuis
Andrea Whilden
PO Box 123
Chimney Rock, NC 28720
Ms. Dupuis & Whilden:
In E C TTIV E
Lj
�DEC 2 3 2004
WATER QUALITY SECTION
The private sewer connection line that services your property is presently discharging sewage onto the
ground on Buddy Lane, Chimney Rock. Since this is a private line, the maintenance and upkeep is the
responsibility of persons connected to this line.
This problem must be taken care of as soon as possible. Being as the sewage is discharging on the ground
a copy of this letter is also being sent to the State's Department of Environment, Health, and Natural
Resources and the Rutherford County Health Department.
Your neighbor, Ken Nelon at 3100 Memorial Hwy, PO Box 162, Lake Lure, NC has agreed to take the
lead in having this line fixed. You should contact him about your share of the cost of the repairs or if you
have any questions.
Thank you for your help in resolving this matter.
With best regards,
Peter G. O'Leary
Mayor

12H4/2'004 14:28 FAX 0003
w
038 Buddy Lane)
Merry Dupuis
Andrea Whilden
P 0 Box 123
Chimn y Rock, NC,28720
C120 Buddy Lane .
Fascia-Hendrick§_-
191 Quail Ridge Rd.
Fletcher, NC 28732
{114 Buddy -Lane )
Robert Gurley
2430 US 70 West
Goldsboro, NC 27530
(109 Buddy Lane ,
BellSouth
P 0 Box 1823,33
Columbus, OH 43218
--- KenNelon-
P0Box 162
Lake Lure, NC 28746

Jul 6 r 11 : 49 P. 03
Form
FROA I&X Tuner
Asheville Regional Olfxoa, Water QualitY Section
TO Amgad qrDPei re-
:
State Eudnwdng Review &oup _ -
Telephom [phone] x524 Pax [phone]
Date:%' G7 - q -1
Application Number-.Lh� O q - County. e sc c+t
Project Name: C, M .K
Receiving Faeiiity: -F z Permit Number: &6 3
Flow Voiume: jq_Ep —GFD Flow Type. ,G om. Com. —Jnd.
Engineer: � , —
Application Number; County.
Applicant
Roject Name:
Receiving Facility: Peadt Number
Flow Volume: .GPD Flow lype:--))Om. Com. lud.
Fngineer:
Approval: Denial:
Con=ents:
Regional Signamm:
JUL = G 1999;
WAi ER PUALIl1i SEGTIO
i-- A�HLL REGIONAL

McGM
A S S O C I A T E S
September 13, 1996
Mr. Roger Edwards
North Carolina Department of Environment,
Health and Natural Resources
59 Woodfm Place
Asheville, North Carolina 28801
RE: Sewer System Repairs
Chimney Rock Sewer System
Rutherford County
Dear Mr. Edwards:
Following our conversation this morning I have completed a cost estimate for the
temporary repair of 'the sewer system at those places which were damaged as well as the
permanent repair of the entire Chimney Rock sewer system. For the temporary repairs we are
installing 6 inch schedule 40 PVC sewer lines to replace those areas washed out in the flood.
To support these temporary lines we are installing piers constructed -from bags of sakreet. The
estimated total costs for these temporary repairs is $75,000.00.
I have evaluated the options for the permanent repair of the sewer system. In general
the existing sewer system survived the flood fairly well. While there were several areas which
were washed out the majority of the system remained in tact. There were several areas were
the concrete supports were washed out resulting in the pipe line dropping off grade, but the
line was not washed out. I recommend that we repair the sewer line in the current location. I
have included cost for replacing all existing VCP sewer lines with Ductile Iron, installing
concrete supports on all new and existing lines for support, and new manholes. These
supports would be over sized to withstand future floods. The total cost for repair and upgrade
of the sewer line as proposed is $811,700. A copy of the details is attached.
E n g i n e e r i n g • P l a n n i n g • F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
704-252-0575 • FAX [phone]

Should y_ou need additional information or if there are any questions, please give me a
call.
Sincerely,
McGILL ASSOCIATES, P. A.
<j- sue""
M. KEITH WEBB, P. E.
cc: John Lewis
Barry Jones
Glenn Rhodes
94261.00/reseptl3

ESTIMATED PROJECT COST
SEWER SYSTEM REPAIR
VILLAGE of CHIMNEY ROCK
DESCRIPTION
1 4' Manhole
2 8" DIP Sewer
3 Pipe Line Support
4 Sewer Connections
5 Flow Meter Vault
6 Right of Way Repair
QUANTITY
17
2,300
232
28
1
5,100
UNIT PRICE
$2,800
$75
$1,600
$600
$15;000
$7
TOTAL
$47,600
$172,500
$371,200
$16,800
$15,000
35 700
1 9/13/96 CROCK.XLS

FROM ! I<Xi I U RSSLJCR I TES TO -NC I3EHNR RSHEVI" is /-- 9-3.3 19:22. #263 P.01/04
If
McGill,
ASSOCIATES
PLEASE DELIVEMM FOLLOWING PAGE(S) TO:
NAME; Roger Edwards
�CONPANY: NCDEHNR WQ
FAX -NUMBER: 251-6698 bL+SZ.-
DATE; 9/13196 PROJECT (AND �ROJECT NUMBER): 93337.00
f
TOTAL MMMER OF
COVMSIMEID
IF YOU DO NOT RECONE ALL, PAGES OR HAVE �NYPROBLEM WITH RECErVING
THIS TRANSMISSION, PLEASE CALL COINM AT4404-252-075.
.1
FROM: Keith Webb
McGU-L ASSO M-TES, P.A.
CONSULTING ENGYREERS 55 BROAD STREET
ASHEMLE, NORTH CAROLIKA 2880.1
TELEPHONE: [phone] FAX NUN5ER-.'1
COAMENTS:
1-704-252-2518
Please see attached letter,
J
J.
Engineering • Plann'lug
I Assoclams, P.A. P.O. Bar 2259, Asheville, NC 28802 v -15 BF*&d &rwr, A
a Finance
rk--*jUe, NC 28801 a 704-251-075 v FAX 704,ZZ-Z�
4

FROM :idCGILL RS5OCRITES
TO :NC — IIEHNR. ASHEVILL
r-�
i9, 9-13
15=29 .#263 P.02/04
McGRI
AS5.00IATI?S
September 13, 1996
W. Roger Edaiards
Norte Carorma-Deparfinent of Envixomment,
health and Natures[ Resources
59 Woodfm Place
Asheville, North Carolina 28501
PX: Sewer Syst
chialney)R
•1tutbin ford
Dear Mr. Edwmds: .
t Repairs
k Sewer System
Following our coiaversation this mornxag I have 4inpleted a _cost estkate for. the
tempormy repair of the sewer system at those places w9ch were damaged as well as the
permaueut repair of the entire Cimney stock sewer system. Fou the temorary repairs we are
installing S inch schedule 40 PVC sewer lines to replacl those areas washed out in the flood.
To suaort these temporary lines we are installing piervIconstructed $roar Bags of sakreet. The
estimated total costs for these.temporaary repairs is $75,600.00.
�I have evaluated the options for the permanent repair of the sewer sy'st� rn genaml
the existing sewer system gurvived the #Rood fairly well.: WWIe' tlxexe ucrcre severai areas which
were wanted out the majority of the system =aalmd intact. There were several areas were
the cvmaete supports were washed out resulting in the p pe.Jim droppiutg off grade, but the
line was not washed M. I recommend that" we repair tip sever line in the current locafto. f
have imcluded cost for replacing all existing VCP sewer'jines with Ductile Iron, instil ing
concrete supports on all new and existing lines for mipp?rt, and new manholes. These
supports would be over sized to withstan, Ware floods,: The total cost for repair and upgrade
of the sewer line as proposed is $SII,7061 A copy of the details,iss attached,
Engineering 1 a n n1i ng Fi_.nanca
McGillArsaeimes, P,A, - RO. Box Z259, Asheville, NC28802 +,SS Broad Street. Asheville, NC 28001
704.252.057-1• PAX '704-25YF2518 '

FROM -1 ICG I LL RSSOCR I TES TO --NC - DEHNR RSHEV I LL 19 9-13 15= 29 #263 P. 03/04 '
Should you need additional info=ation or if ' e axe any questions, please give ate a
ralX.
Sincerely, -
MCU LL. A SSOCUTES, P. A.
M. KlEETT14 WERB, P. T'.
cc: • John Lewis
Barry Jones
GICM erodes
94261.00f=eptI3

FROM :1-TCSILL RSSOCRITES TO :NC - DEHNR RSHEVILL 1S9-13 15:29 #263 P.04/04
1
a -
ESTYMA.TRD PRWECT C T
SEA SYSTEM REPAW
VUU ACE of CEEME'Y notix
2 S" DIP Sewer
3 Pipe Line Support
4 Server 09mcct ions
5 Flow Mote r Vault
e
232
—zs
1
5,100
,{00
1 9/13/96 i CRS

FROM :MCGILL RSSOCAITES TO :NC - DEHNR RSHEVI" 1 `69-13 16:29 #263 P.01f04
mc �
ASSOCIATES
PLEASE DEIJVER. THE FOLLOWING PAGE(S) TO: l
bt
NAM: Roger Edwards i
COMPANY: NCDEENR WQ
FAX N'[]MBBR: 251-6698 b45
DATE: 9113196 PROJECT (AND
=ECT NUMBER): 93337.00
TOTAL NUMBER OF PAGE(S)--� QNC4
11
JDING COVER SKEET)
IF YOU DO NOT RECEIVE ALL PAGES OR HAVE �Ny
TFFT.0 TR AATCMTC47(1N Vr _PA.4ZP rA r T- Vl1NN'fV A7r'4-7i1rL7jZ,7-AA-.7X.
PR413TE11+i WITH RECEIVjNG
FROM: Keith Webb
McGILL ASSOCXATES, P.A.
CONSULTING ENGPMERS 55 BROAD STREET
ASHEVIL-r E, NORTH CAROLINA 28801
TELEPHONE: [phone] FAX NU14MER:
C(]AEUENTS: I
1-704-252-2518
Please see attached iettm J
FAX.DOC
Engineering + P1ann
-Gitl Associms, P.A. - P! O. Box 2259, Askevldle, NC 2002.55 Broad barest, AI
ng + nan-ce
keyilfe, NC 28801 ■ 704-252-0579 - FAX 704-Z -' 15]
8

FROM !MCGI" RSSOMITES ( \" TO :NC - IIEHNR RSHEVI" IE, `I9-13 16:29 #263 P.02104
McGill
i
AS3-0CIATF$
September 13, 1996
Post -it" Fax Note 7671
Datg�, �� G
pages ZI
To
O
From /
(tee
Co./Dept. t
Co.
Phone #--
Phone #
Fax #
Fax #
W. Roger Edaiards
North Carorma Vepa;ctoaealt of Euvbrowuent,
Health and Nakmul Resources
59 Woodfm place
Asheville, Nora Carolina 28801
U: Sewer 5y Repairs
Chimney R ok Suer System
'Rutxedord otYmv
Dear Mr. Edwards:
Following our callversation this morning I have 1 ompleted a cost estimate for the
temporary repair of the sewer system at those places wJAch were damaged as well as the
permanent repair of the entire Chimney Rock sewer sy*m. For the temporary repairs we are
installing 6 inch schedule 40 PVC server lines to reply ' those areas washed out in the flood.
TO suWort these -temporary lines we are installing pier conmucted ftm bags of sakrm. The
estimated total costs for these temporary repairs is $ 75,wo.00.
x ham evaluated ft options far the permanent repair of the sewer system- rn general the existing sewer system survived the flood fairly well.. WbBe tliete w= several "areas which
were wash" out the majority of the system ruined 41.tact. There were several areas were
the concrete supports were washed nut resulting, in the 14pe lime droppiag off grade," but the
Tine eras not washed out- I recommend that we repair the seater line in the current locaBo:a. f
have included cost for replacing all existing 'VCP sewerbines with Ductile Iron, installing
concrete ,supports on all new and existing Imes for supp?rt, and new manholes. These
supports would be over sized to withstanA future floods.; TI= total cost for repair and upgrade
of ft sewer line as proposed is $511,7441 A copy of tl�e details is atmcbed.
Engirieerin"g f']annng Financa-
McGil[Arsaeiaies, PA. RO. Sox 2259, Asheville, NO 288D2 .55 Brdad Street, Asheville, NC 2800I
704.2.52.6573 • FA]'i 704-2512518

FROM :FiCGILL RSSOCRITES TO 'NC — IIEHNR RSHEVILL i5' d9-13 16:29 #253 P.03t04
Should you need additional information or if these axe any questions, please give ante a
call. i
Sincerely,
MCGILL SSOC,XATES, P. A.
M. KEITf 'g FAB, P. E.
IV"
cc: • John Lewis
Barry Jones
Gle= Rhodes
942+61.001rescpW

• 9,
FROM ! hiCS I" RSSOCR I TES / TO = NC - DEHNR. RSHEV I"
1 I�
IS`� r19-13
15=29 #263 P.04/04
SEVVTA SYSTEM M,
VILLAGE of CEMUM'Y ]
t 4' Manhple
2 8" DIP Sewer
3 Pipe Ling Support
4 Server Cioimmtions
5 1 Flow Mote r Vmlt
2,300
232
28
1
5,100
$1
$172,500
$371,200
$16,800
$15,000
Luao0
1 9113/96 ' ! CROCK —MS

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UA_C�North Carolina Department of Nat ral O F F I CE O F
WATER RESOURCES
Resources &community Development John N. Morris, Director
James B. Hunt, Jr., Governor Joseph W. Grimsley, Secretary Telephone [phone]
January 11, 1981
Mr. Wade Knox
Western North Carolina
Sanitorium Building
Building 3
Black Mountain, N. C. 28711
Dear Mr. Knox:
RECEIVED
Water Quality Division
JAN 13 1982
Westorn Ri E;ional Office
6sheville, North Carolina
This letter is a follow-up to our telephone conversation on the
llth of January regarding the privately -owned water system in Chimney
Rock. It was brought to the Office of Water Resources attention that
Chimney Rock is experiencing water supply and water quality problems.
In -our conversation you stated that your office is already involved
with .Chimney Rock. If we can be of assistance, please do not hesitate
to contact us. We would also appreciate it if we are kept inform of
Chimney Rock's progress.
Ms. Lydia Thatcher in the Rutherford County Commissioners' Office
stated that the Chimney Rock's system had deteriorated due to the
lack of proper maintenance. Ms. Thatcher also said that the quality
of the water may be below standard.
If you feel it would be beneficial for us to meet to discuss
Chimney Rock's problems further, feel free to contact us.
cc: Roy Davis, NRCD Asheville Office
wh
Sincerely,
e•
Michael L. Douglas
Environmental Engineer
WATER SUPPLY ASSISTANCE BRANCH
di
o n D. ') 7Ro7 D,I.;-k AI r ' • 7.7r,07

l;HIMNK z KUUK bEwtK Az:i5UULA"rIULV , 1 VU0
We, the undersigned, natural persons of the age of twenty-
one years or more, do hereby associate ourselves into a nonprofit
corporation under the laws of the State of North Carolina, as contained
in Chapter 55A of the General Statutes of North Carolina, entitled
"Ron -Profit Corporation Act", and the several amendments thereto, and
to that end -do hereby set forth:
ARTICLE I
The name of this.Corporation shall be Chimney, Rock Sewer
Association, Inc.
ARTICLE II
The nature of the business of the corporation and the objects
and purposes for which, or for any of which, this corporation is formed
are :
a. To associate its members together for their mutual benefit,
and to that end to provide sewage disposal facilities for its members by �
constructing, maintaining and operating a private sewer system and dis-
posal plant for the use of said members, or to provide sewage disposal
facilities for said members by doing all things necessary to connect the
properties oumed by said members and located in the village of Chimney
Rock; Forth Carolina`, with a municipally owned and operated sewage dis-
posal system, including, but not limited to, the purchase of units of
sewage in a municipally owned and operated sewage system, the payment of
all sewage
_charges and fees charged _by said_ municipa.lity and the purchase,
laying, installation, operation, maintenance and repair of a sewage
disposal facility, pumping equipment, sewage mains, water mains, pipe
lines, valves, meters and all other equipment necessary to the construction,
i
maintenance and operation of a private sewage disposal system or to
connect the properties of its members with a municipally owned sewer
system. -
Y'

- uaca a.%-& 1+GLuaiL4Gu UX 4C1W,
c. To acquire, and to hold, own, and exercise all.rights of
ownership in, and to sell, transfer or pledge shares of capital stock
or bonds, or become a member or a stockholder of any corporation or
association engaged in any related activities.
d. To buy., lease, hold and exercise all privileges of owner-
Ahip in and to all real or personal property as may be necessary or con-
venient for the conduct and operation of the business of the corporation
or incidental thereof.
6. To establish reserves and to -invest the funds thereof in
stocks, bounds and other property as the Board of Directors may deeta
satisfactory..
f. To make charges and levy assessments in such manner and in
such amount as may be provided in the bylaws of this corporation,
g. To have and exercise all powers, privileges and rights con-
ferred on corporations by the laws of the State of North Carolina and all
powers and 'rights incidental in carrying out the purposes for which this
corporation'is formed, except such as are inconsistent with the express
provisions of the act under which/ this corporation is incorporated.
h. The foregoing shall be construed both as objects and powers,
and the enumeration thereof shall not be held to limit or restrict in any
manner the general powers conferred on this corporation by the laws of the
State of forth Carolina, all of which are hereby expressly claimed.
ARTICLE III
The place where the principal business of the Corporation is to
be transacted is the County of Rutherford, State of North Carolina, but
the corporation may maintain offices and places of business at such other
places within the State of North Carolina as the'Board of Directors may
determine'.

:. p-meni of corporation debts to any extent whatsoever..
ARTICLE VI
Section 1. This Corporation shall not have capital stock, -but
shall issue membership certificates to its members.
Section 2. Under the terms.and conditions prescribed by its
bylaws-, this Corporation shall admit aspmembers only persons having a
reasonable accessibility to,, and who are in tweed of, the sewage disposal .
facilities provided by the corporation, but the corporation shall not be
required to admit members .if the capacity of its sewage disposal facility
is exhausted by the needs of, its existing members -and all -such other
persons.to whom.it has been providing sewage disposal facilities, or, if
the mtinicipal.ity providing sewage disposal facilities to,the Corporation
and its members will not permit additional use of -its said facilities.
- Sect` ion 3. The membership fee in this:"corporation shall :be ---
fixed,and,.determ ned by its -bylaws.- The voting power and property rights
and interest of -each member whose fees'are fully.'paid and who is. in :good
standing shall be equal and each.member shall be entitled to one vote_ only.
There shall be.no voting by proxy. new -members upon their admission .in
this corporation shall be entitled to one vote and to -share in the
property of the corporation:equally with .the old members. When a member.'
has paid his membership fee in full, he shall receive a certificate of
membership.- Assessments against members and -a determination of their
liabilities shall be fixed by the bylaws of the corporation.
4. This corporation is_ organized on a nonprofit basis`
for the mutual benefit of its members and consequently will not have
profits from which to pay dividends on its capital. After all expenses
of"the corporation have been paid -and reasonable.reserves, as determined
by the board of directors, set aside, :the net earnings -of the, corporation

For the best interest of the corporation. The said surplus fund or.any
portion thereof may from time to time, at the discretion of the Board of
Directors, be distributed to the members as provided in the bylaws, on
the basis of the assessments and charges made and levied a�+ainst and paid
by such members during the year.
ARTICLE VII
The address of the Registered Office of this Corporation is
204 Taylor Street, Rutherfordton, Rutherford County, North Carolina. The
nave of the.registered agent at the above address is Aolliz m. Owens, Jr.
ARTICLE VIII
The number of directors constituting the initial board of
directors shall be five and the names and addresses of thole who are to
serve as directors until the first meeting of the corporat5,,n or until
their successors are elected and qualified are:
NA*,ZS ADDRESSES
Zeb Dalton P. 0. Box 68, Chimney Rick, N. C.
James C. Morris P. 0. Box 51, Chimney .F,�ck, N. C.
Norman -A. Gregg Chimney Rock, N. C.
.R. A. Jolley Chimney Rock, N. C.
Henry J. Sumner Chimney Rock, N. C.
At the first annual meeting of the members, one director shall be elected
for a term of one year, two directors for a term of two yeWs, and two
directors for a term of three years. At each annual meeting thereafter,
the members shall elect for a term of three years the numbE:! of directors
- - -- --- whose terms of office have expired. _�- -- � - -- - — -- -- - -- -
ARTICLE IX
The names and addresses of all of the incorporatufs are:

IN WITNESS WHEREOF, we have hereunto set our hands, this the
,2,p day of May, 1969.
(SEAL)
,:5z7eb Dalt.O
1
(SEAL)
James C. tbrris
e?, (SEAL)
Norman A. Greig
STATE OF NORTH CAROLINA
COUNTY OF RUMRFORD
THIS IS TO CERTIFY that on the c;Z14 day of May, 1969, before
me, a Notary Public, personally appeared Zeb Dalton, James C. Morris,and
Norman A. Greig, who, I am satisfied, are the persons named in and who
executed the foregoing Articles of Incorporation, and I, having first
made known to them the contents thereof, they did each acknowledge that
they signed and delivered the same as their voluntary act: and deed for
t t r,;''`
the uses and purposes therein expressed. i
WITNESS my hand and official seal this L,::. day of'�I�y.,69Yg
!i/'/i . lam/ • �'- `.�"_1%/f� i
Notary Public
My commission expires:
,.

S(-,qAJ, f mac#11hi .
North Carolina Department of Natural
4 W. Resources &Community Development

0 P Ej RA T 10 2- AT &_ 11AINTMANCE
OF
CHIIINEY ROCK SEXIER LINE
MYTHMPORD COUNTY7 -L%-. C.
RECEIVED
Water Quality Division
APR 25 1973
Western Regional Office
Asheville, North Carolina
Maintenance Service will be performed by the Chimney Rock
weer Associatic.n. Inc. , under agreement %Ith Rutherford
County. Repairs other than t.hose of a minor nature will
be on a contract basis.,
Dfiain"66nanqe SZhc ,c � aLle will irLclude*-
as. Qupamteriy inspectibri. 'of the anU3?e iin'e. including
sach manhole and all above grade pipe.
b. Ara-ival inspection, coinciding tTlth the fall qutrtwrly
inspections of the entire line, includinig each mai2hole q
cleaDbut and all above grade pipe, measurement of in-
filtration. painting or protective coating maintenance,
inspection of piers.
c. Special inspection, as needed, after periods of un-
usually high water along the route of the severer.
3. Dach of t%e 14 rz�nhole covers we-11 be removed during each
inspec"r,ion.
41 -
-in1,d•t.od -4Q, 10vqt.t eiisp?"Y�4,aSf I s
Y CC-
a,
rt
iIY
"let
line wit 1 8 thin f6 nkaxwolb's and" cone r evidence
of deteriqration- ae"cimulation of send, grease and
`fie ri:S V.. looseness of steps end tight
fit of cover,
Chedk'_--6bo've-graft Ilht-6- for 'n;1salignment9or other
gT nee
'Rei6va
of exiflltration a'VJOTA,2ts" sand conndetions.
debris from,above grade lines.
b.
j2
­w
s bvas.
V x., UC G
0�..! n
.0
yq
ecti6b, aAd al✓ s6
dsilht a7,xed p1r10 teeeti-,,,ret coatings, check
ai2
anch-praZe.-f Wersl,i rppay_�4t�xcoabolts on clean-
0t
tv-,-to --5rro,5V4H­` 5lp
trl
C', All A
Y;
t
ClY I­Tl�
C D a
C;Jj
Gc`i- cap

4. Items to be inspecteds (b) conet.
1ieasure flow at manhole on Lake sure System to which
Chimney Rock Line cornectso first during period of high
flows, and then at a time during the early hours of the
morning when flow as at the lowest4 as a measure of infil-
tration. The infiltration limit for the truce line is one
gallon per minute
c4 Special Inspections after periods of high water will be
visual inspection of exposed pipe and manhole covers.
a Manpower required vd1l be Wo men on each inspection. They
tTIll be designated by the Chimney clock Secaer Association.
One man alone will not be permitted to make inspections
6. ta-ergen.cy equiplent w-dll consist of hand powered roddin.g
equipment,, wrench for cleanout bolts and repair clamp for
81, cast iron pipe.. No electrical, devices are included on'
the line
?. Safetyl- Safety equipment includes snake -bite kit and shoes
with rubber soles for climbing over river rocks. No one
will be permitted to nape inspection or enter a manhole
alone. No part of the sine is in a traffic area.
11easurement of depth of flows in manholas tTll,l be recorded9
by manhole number, during period of ma,-dmum f'lowv and re-
ported to the Project aigineer following g each summer quart-
erly inspection.
Measurement of lour flow as a measure of infiltration shall
be reported to the Engineer tJhen the lowest measurement
obtainable exceeds two gallows per minute
9. Plans of the interceptors ut- th points of connection of
collector lines and house seders is attached© `.i'he Chimnby
is conducted to the City of Lake Lure Treatment Facilities.

V
— Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
November 10, 2004
MR. HUGH MOSLEY
BROTHERS REALTY z Gln
PO BOX 49400 o
GREENWOOD, SOUTH CAROLINA 29649Fn-
I �!
(71
Subject: Application No. WQ0024097
on _
Additional Information Request #2 o
The Retreat at Hickory Nut Falls o o !
Pressure Sewer (_ j
Rutherford County
t :
Dear Mr. Mosley:=-_-
The Land Application Permits and Compliance Unit has conducted a preliminary review of the subject
permit application package. Additional information is required before we may- continue our review.
Please address the following items no later than December 10, 2004.
The pump basin at 30 inches in diameter with 23 inches depth available for storage can
accommodate approximately 65 gallons of wastewater storage. The 24 hour production of
720 gallons exceeds the storage capability of the pump basin. Please provide larger pump
basins or provide. 3 years of power history data and response time information to document
the ability to maintain service within the length of storage provided by the pump basin
specified.
2. Please provide complete design details for the stream crossing. The design must ensure the
pipe (on the upstream side of the bridge) is protected from large debris floating downstream
during flood conditions. The pipe must be adequately designed to accommodate frost heave
and movement between the bridge and the underground portions of the pipe. Please ensure
that no construction is planned that will require a Nationwide 12 or 404 permit or provide the
date the necessary permit application was submitted for approval.
Please note that a comprehensive review has not been completed because the responses to the above
items are expected to have a significant impact on the overall review. Please be aware that you are
responsible for meeting all requirements set forth iri North Carolina rules and regulations. Any
oversights that occurred in the review of the subject application package are still the responsibility of the
applicant. In addition, any omissions made in responding to the above items may result in future requests
for additional information.
Please reference the subject application number when providing the requested information. Four copies
of all revised and/or additional documentation should be signed, sealed, dated, and submitted to my
attention at the address below. Please note that failure to provide this additional information on or before
the above requested date may result in your application being returned as incomplete.
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: http://h2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604
NoorthCarohna
NatmullY
Phone [phone] Customer Service
Fax [phone]
Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

.f_r. Hugh Mosley
Page 2
November 10, 2004
If you have any questions regarding this request, please do not hesitate to contact me at
[e-mail] or [phone]. You may also check the future status of this project online at
http://h2o.enr.state.nc.us/bims/Reports/reportsPermits.httnl. Thank you for your cooperation.
Sincerely,
Duane Leith
rr-'a
APS-Animal Unit
1 z
rn p
0r-L d'
C
Cc: Fhevlle Regional Office, Aquifer Protection -Sections
z
N
Jonathan F. Hollifield, P.E., Odom and Associates Engineering, Inc.
o
SWPS Central File WQ0024097
0
0

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
October 21, 2004
MR. HUGH MOSLEY
BROTHERSREALTY
PO BOX 49400
GREENWOOD, SOUTH CAROLINA 29649
Subject: Application No. WQ0024097
Additional Information Request
—The- Refreaf at Hickory Nut Falls
Pressure Sewer
Rutherford County
Dear Mr. Mosley:
Imp
f
�J
Mai
m�
�l
2 m
07J
cam;
Cf,,
m+
r`c7! CD
�
Tt 0
T
rT-
i/ ice_
.g
The Land Application Permits and Compliance Unit has conducted a preliminary review of the subject
permit application package. Additional information is required before we may continue our review.
Please address the following items no later than November 22, 2004.
1. The plans do not appear to show the locations of all 35 lots.
2. Please provide calculations to document 24 hour storage of 720 gallons in the pump basins.
3. Please provide additional stream crossing details. Note that flanged or threaded joints are
not recommended in the Class C Trout Stream crossing unless encasement within a second
pipe is provided.
Please note that a comprehensive review has not been completed because the responses to the above
items are expected to have a significant impact on the overall review. Please be aware that you are
responsible for meeting all requirements set forth in North Carolina rules and regulations. Any
oversights that occurred in the review of the subject application package are still the responsibility of the
applicant. In addition, any omissions made in responding to the above items may result in future requests
for additional information.
Please reference the subject application number when providing the requested information. Four copies
of all revised and/or additional documentation should be signed, sealed, dated, and submitted to my
attention at the address below. Please note that failure to provide this additional information on or before
the above requested date may result in your application being returned as incomplete.
1V�_ cne Carolina
tadly
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http://h2o.enr.state.ne.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

..r. Hugh Mosley
Page 2
October 21, 2004
If you have any questions regarding this request, please do not hesitate to contact me at
[e-mail] or [phone]. You may also check -the future status of this project online at
http://h2o.enr.state.nc-.usibims/Reports/reportsPermits.html. Thank you for your cooperation.
Sincerely,
Duane Leith
APS-Animal Unit
Cc: tA`slieville-Regional-Office; A^� rp*^fPrt;n„-CeCtiOn
Jonathan F. Hollifield, P.E., Odom and Associates Engineering, Inc.
SWPS Central File WQ0024097

OR
Michael F. Easley, Governor
William G. Ross Jr., Secretary
yNorth
Carolina Department of Environment and Natural Resources
>_ =�
Alan W. Klimek, P.E., Director
p
Division of Water Quality
March 11, 2005
MR. HUGH MOSLEY
_D_
I CC. __5. .
BROTHERS REALTY
PO BOX 49400rt
I .r
GREENWOOD, SOUTH CAROLINA 29649 rs T 1 �►
i c—
1 c,
-Subject: Application No. WQ0024097
Additional Information Request #3
{
The Retreat at Hickory Nut Falls
Pressure Sewer System
-
Rutherford County
Dear Mr. Mosley:
The Land Application Permits and Compliance Unit has conducted a preliminary review of the subject
permit application package. Additional information is required before we may continue our review.
Please address the following items no later than April 10, 2005.
1. The 24 hour production of 720 gallons still exceeds the storage capability of the pump basin.
Please provide larger pump basins or provide 3 years of power history data and response time
information to document the ability to maintain service within the length of storage provided
by the pump basin specified.
2. Provide revised buoyancy calculations for the revised pump basin.
3. Provide revised specifications and details for the revised pump basin.
4. Ensure that normal pump maintenance can be conducted from the top of the pump basin,
including that the ball valve can be operated from the access hole.
5. Ensure that the pumps specified can be used with the revised pump basin or revise the pump
specifications.
The aerial portion of the pipe crossing the Broad River must be adequately designed to
accommodate frost heave and movement between the bridge and the underground portions of
the pipe.
Please note that a comprehensive review has not been completed because the responses to the above
items are expected to have a significant impact on the overall review. Please be aware that you are
responsible for meeting all requirements set forth in North Carolina rules and regulations. Any
oversights that occurred in the review of the subject application package are still the responsibility of the
applicant. In addition, any omissions made in responding to the above items may result in future requests
for additional information.
N'e Carolina
oNaturally
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http://h2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

i Mosley
, 2005
Please reference the subject application number when providing the requested information. Two copies
of all revised and/or additional documentation should be signed, sealed, dated, and submitted to my
attention at the address on the cover page of this letter. Please note that failure to provide this additional
information on or before the above requested date may result in your application being returned as
incomplete.
If you have any questions regarding this request, please do not hesitate to contact me at
[e-mail] or [phone]. You may also check the future status of this project online at
hiip:Hh2o.enr.state.nc.us/bims/Reports/reportsPermits.html. Thank you for your cooperation.
Sincerely,
Duane Leith
APS-Animal Unit
Cc: Asheville Regional O_ffce,Aquifer_Protection Secfi
Maria S. Hunnicutt, Odom, Holliiield and Associates Engineering, Inc.
SWPS Central File WQ0024097