WQ0029962_Regional Office Physical File Scan Up To 8/14/2020

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Mr. J. Wilton Graves, President
Graves Development Corporation
Post Office Box 6
Waynesville, North Carolina 28716
Dear Mr. Graves:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Asheville
October 7, 2008
Subject: Permit No. WQ0033465
Graves Development Corporation
Cold Mountain Development
Wastewater Collection System Extension
Construction Only
Haywood County
In accordance with your application received on September 8, 2008 and subsequently
resubmitted on September 22, 2008 we are forwarding herewith Permit No. WQ0033465, dated .
October 7, 2008 to Graves Development Corporation for the construction 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 This permit shall be effective from the date of issuance until rescinded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 incorporated therein by reference. Please send Roy Davis a
copy of the contractor's "notice to proceed" for this project.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2T .0200; the Division of Water Quality's (Division) 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 the North Carolina -licensed Professional Engineer named in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Asheville Regional Office
2090 US Highway 70, Swannanoa, NC 28778
Internet www.ncwaterquality.org
Telephone [phone] Fax [phone]
DENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone] One
NorthCarolina
50% recycled/10% post -consumer paper Adllra//y

Graves Development Corporation October 7, 2008 Page 2
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 Graves Development Corporation to construct approximately 15,093 linear feet of 6-inch
diameter gravity sewer to serve the Cold Mountain Development pursuant to the application received
on September 22, 2008 and in conformity with 15A NCAC 2T .0305; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit. This is a construction only
permit. This wastewater collection system shall not be put into service until written
authorization is received from the Division of Water Quality.
When you are finally authorized to put this collection system in use, the sewage and wastewater
collected by this system shall be treated in the Cold Mountain Development's Wastewater Treatment
Facility (Permit No. WQ0029962).
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Roy Davis at (828)
296-4500.
Sincerely,
for Coleen H. Sullins, Director
Division of Water Quality
cc: Haywood County Building Inspector ,r'
BAR.O;=SurfacexW�ater-Protection�(WW--T-_F Permit-No-_N200253 ) '
Jeff Foster, PE
PERCS Files
Surface Water Protection Section Central Files
G:\WPDATA\DEMWQ\Haywood\WQ0033465-Cold Mountain.doc

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
GRAVES DEVELOPMENT CORPORATION
COLD MOUNTAIN DEVELOPMENT
HAYWOOD COUNTY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT W00033465, CONSTRUCTION ONLY
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified cdnditions 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 .0305; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum .Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shalt be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

I ii _* lf�
Permit No W00033465 Graves Development Corte Cold Mountain Development Haywood Co., Oct 7 2008
4. This permit shall not be transferable. In the event there is a desire for the wastewater -collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. 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 2T .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. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T .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 Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
2

�- - T -1 • • • ii• _lM., l •- - •p-1 ■- T••• 11 • • 11:
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.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the ;above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the 7th day of October, 2008
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Co b en H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033465

Permit No W00033465,_Graves Development Corp_.. Cold Mountain Development Haywood Co Oct 7 2008
ENGINEERING CERTIFICATION - POST CONSTRUCTION
System Description:
15,093 linear feet of 6-inch diameter gravity sewer
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEERS CERTIFICATION
❑ 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 above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2T .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

STATE OF NORTH CAROLINA
COUNTY OF Havwood Pt
DEVELOPER'S OPERATIONAL AGRB�I
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and eI
August _2008,_by and between the Nortl
Commission, an agency of the State of North Carolina, hereinafter known
Development Corporation , a corporation/,
to do business in the State of North Carolina, hereinafter known as the DI
WITNESSETH:
The DEVELOPER is the owner of the certain lands lying in
which it is erecting and will erect dwelling units and other it
as
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SEP - 8 2008
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater f"reatffietfr
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 or 47F 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 N/A (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.
UnTYX X. T-NUX 7 n) in) T')-- . 1 _r am

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.
5. 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
Coleen 0. Sullins, Director
Division of Water Quality
Graves Development Corporation
Name of DEVjEJ�LOPER
(Signatge)
J. Wilton Graves, President
Print Name and Title
(Date) (Date)

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(FTA 12/07 )
foTVCN,}�T�pjj'�'T ram' S D FORCE MAINS
WATER Slit'P/ILL�T��u{� FFT�
essi�i�' �aeuum-s�wersystems are -no - o be inelu a part of this application package)
.;. w.,.,.:.
INSTRUCTIONS: Indicate that ,you„ have inclUdedladdressed<_the_follo"W ng list, of required application package items by
checking the space provided-nexfito each,applicable-item. Failure to submit all required items will lead to your application
being returned as incomplete. F6rmIs'are available from the web site or by calling the Regional Office serving your county.-
http://h2o. enr state. nc. us/peres/Collection%20Systems/Collection SystemApplications.html
® A. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. The application should include a project narrative describing the final build -out design (i.e. system and/or
pump station to ultimately serve 500 homes, but flow for only 100 homes being requested now). For modifications,
clearly explain the reason for the modification (i.e. adding another phase, changing line size/length, etc.). Only
include the modified information in this permit application - do not duplicate project information that has already
been included in the original permit.
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 BN 3).
Separate applications should be made for non-contiauous sewer systems.
® B. Application Fee - Submit a check in the amount of $480 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ C. 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 (CPCN)
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 CPCN has not been issued, provide two copies of a letter from the North Carolina 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. The project name in the
CPCN or letter must match that provided in Item A(2)a of this application.
® D. Operational Agreements - Submit one original and two copies of a properly executed operational agreement, as
per 15A NCAC 02T .0115, if the application is submitted by a private applicant and will be serving residential or
commercial lots (e.g., houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If
the applicant is a home or property owner's association, use Form HOA 02/03. If the applicant is a developer,
use Form DEV 02/03. EVEN IF THE PROJECT MAY BE TURNED OVER TO A MUNICIPALITY UPON
COMPLETION, FORM DEV 02/03 IS REQUIRED.
® E. Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance - FORM FTSE 10/07 (Flow
Tracking/Acceptance for Sewer Extension Permit Applications) is required with every application. The applicant
(and owners of downstream sewers, pump stations and/or treatment facilities submitting FORM FTSE-10/07)
certifies that the addition of the volume of wastewater to be permitted in this project has been evaluated along the
route to the receiving treatment plant, and that the flow from this project will not cause capacity related sanitary
sewer overflows or overburden any downstream pump station en route to the receiving wastewater treatment
plant. Where the applicant is not the owner of the downstream sewer, submit two copies of FORM FTSE 10/07
from the owner of the downstream sewer and owner of the WWTF, if different. The flow acceptance indicated in
FORM FTSE-10/07 must not expire prior to permit issuance and must be dated less than one year prior to the
application date. Submittal of this application and FORM FTSE-10/07 indicates that owner has adequate
capacity and will not violate G.S. 143-215.67(a). Intergovernmental agreements or other contracts will not be
accepted in lieu of project -specific FTSE 10/07.
® F Map - Submit an 8.5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to identify the
entire project area and the closest surface waters. Each map or maps must show the location of the sewer line
and pump stations and be of reproducible quality. Include a street level map showing the downstream connection
point, and the permit number for the downstream sewer, if known.
FTA12/07

® G. stream Classifications — Watershed Classification Attachment (Form WSCAS-12/07) If any portion of the
sewer system project is within 100 feet of any surface water or wetlands, the Watershed Classification Attachment
may need to be completed. A variance must be requested for encroachment within required setbacks or buffers
pursuant to 2T .0305 (f) and be indicated in Item B-13 with supporting documentation/justification provided.
❑ H Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application cannot be used. Send the project application on the most current version of Form
PSFMGSA to the Design Management Unit, 1633 Mail Service Center, Raleigh, NC 27699-1633. Applications
cannot be accepted until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS)
has been issued. A copy is to be submitted with that permit application.
❑ I. Flow Direction — Many wastewater treatment systems are entering into agreements for regionalization efforts
and emergency treatment capacity. Parts of the system are installed so that the wastewater flow can be directed
to more than one treatment facility. If this is the case with this project, please indicate in B(12) and give the permit
number of the second treatment facility.
® J. Certifications — Section C
The application must be certified by both the applicant and the design engineer who is a North Carolina
Registered Professional Engineer (PE). The applicant signature must match the signing official listed in Item
A(lb). The PE should NOT certify the application if he/she is unfamiliar with 15A NCAC Chapter 2T, the Gravity
Sewer Minimum Design Criteria (most recent version) and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (most recent version), as applicable to the project.
THE COMPLETED FTA 12/07 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
DOCUMENTS AND $480 FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Fayetteville, North Carolina 28301-5094
Montgomery, Moore,.Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell, Davidson,
Winston-Salem, North Carolina 27107
Davie, Forsyth, Guilford, Rockingham, Randolph,
[phone]
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone] Fax
For more information, please visit our web site at., http://www.nccagi.netlEnpineering/Sewer•/20Permits.html
or contact the Regional Office serving your county.
FTA12/07

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! C Application Number: , -0- M841
DOG
(to be completed by DWQ)
11
Owner/Permittee:
1 a.
Graves Development Corporation
Full Legal Name (company, municipality, HOA, utility, etc.)
0
1 b.
. . ........ .... . .. . . .. . ... .............
J. Wilton Graves, President
i
i
Signing Official Name and Title (Please review 15A NCAC 2T.0106 (b) for authorized signing officials!)
1 c.
The legal entity who will own this system is:
El Individual 0 Federal EJ Municipality El State/County ❑ Private Partnership E Corporation E]LOther (specify),.
0
11 d.
PO Box 6 le. Waynesville
w
Mailing Address city
11f.
NC g. 28716
Z,
I
State Zip Code
0
1 h.
[phone] 1i. [phone] 11j. [e-mail]
Telephone Facsimile E-mail
i2.
-Proiect (Facility) Information:
2a.
Cold Mountain Development 2b. County
CL
-Haywood
_Brief Project Name (permit will refer to this name) j County Where Project is Located
,3.
Contact Person: .. .. . .... ...... ...............
13a.
Travis Maxwell, PE
Name and Affiliation of Someone Who Can Answer Questions About this Application
li3b.
[phone] 3c. [e-mail]
Phone Number E-mail
11.
I
Project is Z New [:1 Modification (of an existing permit) If Modification, Permit No.:
2.
Owner is E] Public (skip to Item B(3)) E Private (go to Item 2(a))
,2a.
If private, applicant will be: 1 2b. If sold, facilities owned by a (must choose one
El Retaining Ownership (i.e. store, church, single office, etc.) or. F1 Public Utility (instruction C)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) Z Homeowner Assoc./Developer (Instruction D)
Selling units (lots, townhomes, etc. - go to Item B(2b))
3.
Graves Development Corporation
Z0
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
I 4a.
Cold Mountain Development WWTF 4b. WQ0029962
p:
<
I
Name of WWTF WWTF Permit No.
15a.
Cold Mountain Development 15b. 6" Gravity 5c. WQ0029962
Owner of Downstream Sewer IReceiving Sewer Size 0 Force Main Permit # of Downstream Sewer (Instruction E)
0
LL..
6.
The origc all N:
in of this wastewater is (check that app
Z
Z Residential Subdivision [:1 Retail (Stores, shopping centers) 100 % Domestic/Commercial
R Apartments/Condominiums El Institution % Industrial (attach
F] Mobile Home Park [:1 Hospital description .)..,,
LU
El School El Church
ice
El Restaurant El N u rsi ng IJo .p
F1 Office El Other (spi0afy)L.-,,"."',,'__
% Other(fie
....... . .............. . .. ... .... ... .. . ... .
4�_
8 a ro
Volume of wastewater to be allocated or permitted for is pa 615t: FFons per day
*Do not include future flows or previously permitte i ns d al lo'.Flti
--2-2--200
�G6
8
If the permitted flow is zero, indicate why:
SEP 8 2.
El Pump Station, Outfall or Interceptor Line where flow ill b permitted in subse uen mits -hal conie - o-this-li:1
El Flow has already been allocated in Permit No. d W TER QUALITY SECTION
❑ Rehabilitation or replacement of existing sewer with 6.0�,p W fl muexpaet 'I I q 0 pe T oaoatiti�e�t6m
permit is required) �SHE\�ILLE REGIONAL .'C
%15
FTA12/07

f9.
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item 13(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet) ! New Gravity or Additional
Force Main
6° 15,093 (Private) New Gravity
—_ -
i -
0
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
LLI
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Z
.._...... --- ---------. ---- - - -. - - - -- --- -- --- . _ .. ----
F-
Z
Design Flow I Power Reliability Option Operational Point
(MGD) 1 -permanent generator w/ATS; ; Force Main Size Force Main Length
Q
j GPM @TDH 2 - portable generator w/MTS
Z
QPump
Station Location ID (self chosen - as shown on plans/map for reference)
--
Design Flow Power Reliability Option--`--^-_-
Operational Point
(MGD) GPM @TDH 1 -permanent generator w/ATS; Force Main Size Force Main Length
Q
j 2 -portable generator w/MTS
_ _
Pump Station Location ID (self chosen - as shown on plans/map for reference)
LU
a
Design Flow
(MGD)
OPower Reliability Option
perational Point 1 -permanent generator w/ATS; j Force Main Size
GPM @TDH 2 - portable generator w/MTS
Force Main Length
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
I❑ Yes ® No If Yes, permit number of 2"d treatment facility
J(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
. ......... ....... ..... _- - - ---- - - - ....... ---- -... .... ........ .............. _ ..... ..... ............ ........... -... ._ _..... ...-_--- ._... _......... . __ .... -.....
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
® Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA12/07

` , 1
---------------
14. Have the following permits/certifications been submitted for approval for the system or project to be served?
CO
Z
F—
Q
0
11
I
IX
LU
0
A
Wetland/Stream Crossings General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater? ❑ Yes ❑ No ® N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: ❑ and provide details
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, J. Wilton Graves attest that this application for Cold Mountain Development has
been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included,
this application package is subject to being returned as incomplete. Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-215.68, 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.
1 a. 11 /li�l l L---- �/ Z5/ D
Signing Official Signature Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMI
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, _Jeff Foster, PE , attest that this application for Cold Mountain Development 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. 1 further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria,
for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that 1 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 143-215.68, 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.
2a. Jeff Foster, PE
Professional Engineer Name
2b. Brooks Engineering Associates, PA
Engineering Firm
2c. 17 Arlinaton Street
Mailing Address
2d. Asheville 2e. NC 2f. 28801
City State I Zip
2g. 828-232-4700 '2h. 828-232-1331 12i. [e-mail]
Telephone Facsimile E-mail
b1. �v \
°rrrvvvavverv\®
NC PE Seal, Signature & Date
FTA 12/07

COLD MOUTNAIN ENGINEER'S REPORT
DESIGN FLOW
Phase Unit Type
No. Units # Bedrooms/unit Design Flow
I Clubhouse
1 n/a
14,295
10
Meadows
54 5
32,400
Upper El.
12 5
7,200
Peak
River
4 5
2,400
Cottages
8 4
3,840
Mtn Villages
28, 4
13,440
Ridgetop
11 4
5,280
117
TOTAL
78,855

BROOKS
Engineering
Associates
Land Planning Civil Engineering Surveying
Letter of Transmitta
To:
NCDENR - DWQ
Asheville Regional Office
2090 US Highway 70
Swannanoa, NC 28778
828-296-4500
(need telephone no. if Fedex, no P.O. Box)
Project Name:
Cold Mountain Development
Gravity Sewer Fast Track Permit
Application
Project No:
169006
J Mail ❑ Deliver
7°Adingtart�tme't"F 5
Asheville, NG 28801 ?
P:828.232.47Q
imen I Sewsie F: 28. 3.13
A
n i
i
SEP 2 2 2008
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
From: Date a
Jeff Foster 9/18/08
cc: (need telephone no. if Fedex, no P.O. Box)
Overnight* ❑ Other
*must use street address & indude phone number
Document Description:
Date:
Use:
Fee check # 2240 in the amount of $480.00
Project Memorandum
9/18/08
Review
FTA 12/07 - Original and 1 Copy
Comments:
DEV 02/03 -1 Original and 2 Copies
8/29/08
FTSE 10/07 -1 Original and 2 Copies
8/29/08
8.5x11 Color map - 2 originals
9/3/08
WSCAS-12/07 -1 Original
9/3/08
Cold Mountain Development WWTF Permit
6/20/06

LAND PLANNING
Date:
To:
From:
Regarding:
BEA Project No.:
cc:
CIVIL ENGINEERING
SURVEYING
MEMORANDUM
September 18, 2008
NCDENR DWQ Asheville Regional Office
Jeff Foster, PE
ENVIRONMENTAL SERVICES
v
008
ECTION
AL OFFICE
Cold Mountain Development - FTA 12/07 Apphc tion
` NWIT''!
Dear Mr. Davis and Ms. Price:
ECE�
SEP 2 2 2
.., WATER QUALITY S
ASHEVILLE REGION
I appreciate the opportunity to speak with you by phone this afternoon concerning this project and your
willingness to accommodate the needs of this project owner. As we discussed by phone, as you are
aware, the owner has an existing permit for the Wastewater Treatment & Reclaimed Water Utilization
System Permit Number WQ0029962 which allows for up to 80,000 gallons per day of wastewater
treatment. It is likely that the treatment plant will be relocated to the terminus point of the collection
system. A pump station will be required to transport the wastewater to the treatment plant, no matter
where it will be located, but to save design costs; the pump station is not being designed until this
decision has been made. Once this decision is made, a permit modification will be submitted for the
treatment plant, and a collection system permit modification will be made to incorporate the
appropriate pump station system.
e eonst , { ctian of the s "di�risivn reaa s, For now, dwellings on the premises are served by indiv
sep is systems, but they will e converted to the collection system once the total of the permitting
process is complete and the treatment facility is constructed.
Once again, I appreciate your consideration on the owner's behalf and we look forward to aiding you
in this approval in whatever manner is necessary.
17 ARLINGTON STREET ASHEVILLE, NC 28801 P: 828.232.4700 F: 828.232.1331 WWW.BROOKSEA.COM

OF.W ATF,4 State of North Carolina
\O� 47G Department of Environment and Natural Resources
a� Division of Water Quality
o Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07)
Project Applicant Name: Graves Development Corporation
Project Name for which flow is being requested: Cold Mountain Development
More than one FTSE-10/07 may he required for a single project if the owner of the WWTP is not responsihle for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Cold Mountain Development WWTF
b. WWTP Facility Permit #: W00029962
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
0.08
0
M11
II. Complete this section for each pump station you are responsible for along
proposed wastewater flow.
List pump stations located between the project connection point and the
Pump Station Name
J
►ute of this ;I
SEP 2 2 2008
WATER QUALITY SECTION
tFA.v!Lr.l_E Ri'C10NAL- OFFICE —
Daily'F1oW, MGD.
Y
Y I I I I SEP
g 2008 � �"-•1 i .
I „ log I
j vVJER OU;a� ,n FF 1 L F.SHEVIL.LcE�I) dAL _!
III. Certification Statement:
I, J. Wilton Graves , certify that, to the best of my khoWled'g'e;`the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
acceptance of this wastewater flow.
Approx. Capacity, MGD
(Firm/Design)
Signing Official Signature Date
ACM 1 zC1

OFF�R State of North Carolina
`Ors QG Department of Environment and Natural Resources
Division of Water Quality
o : Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07)
Project Applicant Name: Graves Development Corporation
Project Name for which flow is being requested: Cold Mountain Development
More than one FTSE-10107 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: _Cold Mountain Development WWTF
b. WWTP Facility Permit #: W00029962
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
II. Complete this section for each pump station you are responsi
proposed wastewater flow.
List pump stations located between the project connection point
Pump Station Name
Approx. Capacity, MGD
(Finn/Design)
All flows are in MGD
0.08
0
0.08
4tel o lhis=_' I 1
2 2 2008
1J1"`1'3A` t-fftU,H -,YE'�ECTION
Darbl?Ilo_w 11IFYDJAL OFFICE
SEP - 8 2008
SECTION
III. Certification Statement:
I, J. Wilton Graves , certify that, to the best of my know°ledge,'the'addition of the
volume of wastewater to be permitted in this project has been evaluated_along-the-route-to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
acceptance of this wastewater flow.
Signing Official Signature . Date

2 - Proposed Sewer in Road,
` Perpendicular Crossing/
'
,
- I - Proposed Sewer
mil/
�a k 100' -
\
283
Y .
j t
Gc
`
v
1 - Proposed Sewer at
'
Existing Road Crossing'
-
iUnnamed, Not Classified
Only 30' SEtEC Buffers
\ SS
0 r-Q)
ISE
igeon River (WS-III; Tr)
-
r
! i
i
-
Ir
l_ All sewer is 6"PVC with cleanouts every 100' linear feet '
�= N
gravity . _
No gravity sewer parallel to a watercourse is within 30' of that watercourse ° '—
�S
A�
CARo
Date: 09-03-08
,
Scale: 1"=700'
�O••..FOg/oN��L9
'A
�'-
'I
Proj.#: 169006
w
SEAL
Q
Designed: JRF
NORTH
028291
�`,�:
JRF
700' 0 700'
oaio3io8 •:
Drawn:
Brooks Engineering Associates
'`�•'•FN NE��
Checked: JRF
SCALE: 1"=700' (Horiz.)
Planning • Engineering • Surveying
-Environmental Services•
Reviewed: JRF
Cold Mountain De v
ent
Gravity Sewer Fast-Trac
Exhibit
Haywood County - Cruso
North Carolina
Drawing Title:
PLAN SHEET
I CU-1

t

FORM WSCAS-12/07 \o�oF WATF9oG
WATERSHED CLASSIFICATION ATTACHMENT >,
o �
FOR SEWER SYSTEMS
Applicant Name
Project Name
Graves Development Corporation
J. Wilton Graves, President
Cold Mountain Development
Professional Engineer Name
Engineering Firm Name
Jeff Foster, PE
Brooks Engineering Associates, PA
Location
ID
Name of Waterbody'
County
River
Basin
Waterbody Stream
Index No.
Waterbody
Classification
1
Unnamed Tributary to
Pigeon River
Haywood
Pigeon
5-(1)
WS-III;Tr
2
Unnamed Tributary to
Pigeon River
Haywood
Pigeon
5-(1)
WS-III;Tr
3
Unnamed Tributary to
Pigeon River
Haywood
Pigeon
5-(1)
WS-III;Tr
sFP-,2n
WATER QUAI
S E11 I I G nri_tnrtiai
ITY SE_CI )ON
rr_rinr
' If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
1 certify that as a Registered Professional Engineer in the State of
North Carolina that / have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date 0.
*** VND OF F01RM WRCAC-12/M ***
FORM: WSCAS-12/07 Page 1 of 1

O� W p'T�q
Michael F. Easley, Governor
June 20, 2006
J. Wilton Graves
Graves Development Corporation
PO Box 6
Waynesville, NC 28716
. William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Subject: Permit No. WQ0029962
Cold Mountain Development
Wastewater Treatment and
Reclaimed Water Utilization System
Haywood County
Dear Mr. Graves:
In accordance with your permit application received February 1, 2006, and subsequent additional
information received March 30, 2006 we are forwarding herewith Permit Number WQ0029962, dated
May 26, 2006, to Graves Development Corporation for the construction and operation of the subject
wastewater treatment and reclaimed water utilization system.
This permit shall be effective from the date of issuance until April 30, 2011, and shall be subject to
the conditions and limitations as specified therein. Please pay particular attention to the monitoring
requirements in this permit. Failure to establish an adequate system for collecting and maintaining the
required operational information will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
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.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Nathaniel Thornburg at [phone].
Sincerelly'�
-,Alan W. Klimek, P.E.
cc: Haywood County Health Department
Asheville Regional Office, Aquifer Protection Section
Mark Brooks, Brooks & Medlock Engineering, PLLC
-Technical Assistance and Certification Unit
Aquifer Protection Central Files
LAU Files
North Carolina
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: www.ncwaterquality.org 2728 Capital Boulevard Raleigh, NC 27604 FAX [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

NORTH CAROLINA
i•
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER TREATMENT AND RECLAIMED WATER UTILIZATION PERMIT
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
Graves Development Corporation
Haywood County
FOR THE
construction and operation of a 80,000 GPD wastewater treatment and reclaimed water utilization system
consisting of a manually cleaned bar screen, a 30,000 gallon flow equalization basin, a flow splitter box,
two aeration basins 28,985 gallons each, two clarifiers 14,393 gallons each, one 21,191 gallon sludge
holding basin, a tertiary filter, a Trojan UV 3150-PTP disinfection unit, a V-notch weir flow measuring
device, a continuous effluent turbidity monitoring device, a 23,000 gallon anoxic tank, a permanent
auxiliary power source, a 400,000 gallon five day upset tank, an 88,755 M storage pond, a 400,000
gallon wet weather storage tank, a 17,952 gallon pump tank and 20.77 acres of drip irrigation area to
serve Cold Mountain Development with no discharge of wastes to the surface waters, pursuant to the
application received February 1, 2006 and subsequent additional information received by the Division,
and in conformity with the project plan, specifications, and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until May 31, 2011, and shall be subject to
the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
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 this permit, the approved plans and specifications, 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. Mail the
Certification to the Land Application Unit, 1636 Mail Service Center, Raleigh, NC 27699-1636.
2. The Asheville Regional Office, telephone number [phone], shall be notified at least forty-
eight (48) hours in advance of operation of the installed facilities so that an in -place inspection
can be made. Such notification to the regional supervisor shall be made during the normal office
hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays.

3. The reclaimed water utilization facilities shall be effectively maintained and operated at all times
so that there is no discharge to the surface waters, nor any contamination of ground waters, which
will render them unsatisfactory for normal use. In the event that the facilities fail to perform
satisfactorily, including the creation of nuisance conditions or failure of the irrigation area to
adequately assimilate the wastewater, the Permittee shall take immediate corrective actions
including those actions that may be required by the Division of Water Quality (Division), such as
the construction of additional or replacement wastewater treatment and disposal facilities.
4. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to
surface water or ground water resulting from the operation of this facility.
5. The residuals generated from these treatment facilities must be disposed in accordance with
General Statute 143-215.1 and in a manner approved by the Division.
6. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
7. The following buffers shall be maintained:
a. 100 feet between wetted areas and water supply wells,
b. 100 feet between wetted areas and waters classified as SA,
c. 25 feet between wetted areas and surface waters not classified as SA,
d. 100 feet between wastewater treatment units and wells,
e. 50 feet between reclaimed water storage/irrigation ponds and property lines, and
f. 50 feet between wastewater treatment units and property lines.
8. Public access to the irrigation sites shall be controlled during active site use. Such controls may
include the posting of signs showing the activities being conducted at each site. A sign shall be
posted in plain sight in the clubhouse showing these activities.
9. A leakage test shall be performed on the septic tank and dosing tank to insure that any exfiltration
occurs at a rate, which does not exceed twenty (20) gallons per twenty-four (24) hours per 1,000
gallons of tank capacity. The engineer's certification will serve as proof of compliance with this
condition.
10. The disposal system shall be connected to a rain or moisture sensor that shall indicate when
wastewater application is not appropriate in accordance with Condition II(4) of this permit.
11. The following shall be requirements for the reclaimed water distribution, storage, and utilization
facilities:
a. All reclaimed water valves, storage facilities, and outlets shall be tagged or labeled to warn
the public or employees that the water is not intended for drinking. Where appropriate, such
warning shall inform the public or employees to avoid contact with the water.
b. All reclaimed water piping, valves, outlets, and other appurtenances shall be color -coded,
taped, or otherwise marked to identify the source of the water as being reclaimed water.
i. All reclaimed water piping and appurtenances shall be either colored purple (i.e., Pantone
522) and embossed or integrally stamped or marked "CAUTION: RECLAIMED
WATER — DO NOT DRINK" or be installed with a purple (i.e., Pantone 522)
identification tape or polyethylene vinyl wrap. The warning shall be stamped on opposite
sides of the pipe and repeated every three feet or less.
ii. Identification tape shall be at least three inches wide and have white or black lettering on
purple (i.e., Pantone 522) field stating "CAUTION: RECLAIMED WATER — DO NOT
DRINK." Identification tape shall be installed on top of reclaimed water pipelines,
fastened at least every 10 feet to each pipe length and run continuously the entire length
of the pipe.

c. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that permits
operation by authorized personnel only.
d. Above -ground hose bibs (i.e., spigots or other hand -operated connections) shall not be
present. Hose bibs shall be located in locked below -grade vaults that shall be clearly labeled
as being of non -potable quality. As an alternative to the use of locked below -grade vaults
with standard hose bibs services, hose bibs, which can only be operated by a special tool or
connected to a special hose connection, may be placed in non -lockable underground services
boxes clearly labeled as non -potable water.
12. Prior to operation, the permittee shall submit a map to the Division that includes the compliance
and review boundaries.
II. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times.
2. Upon classification of the wastewater treatment and irrigation facilities by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), the Permittee shall designate
and employ a certified operator to be in responsible charge (ORC) and one or more certified
operator(s) to be back-up ORC(s) of the facilities in accordance with 15A NCAC 8G .0201. The
ORC shall visit the facilities in accordance with 15A NCAC 8G .0204 or as specified in this
permit and shall comply with all other conditions specified in these rules.
3. A suitable, year-round vegetative cover shall be maintained on the irrigation areas.
4. Irrigation shall not be performed during inclement weather or when the ground is in a condition
that will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the irrigation field.
6. The facilities shall be effectively maintained and operated as a non -discharge system to prevent
the discharge of any wastewater resulting from the operation of this facility.
7. The application rate shall not exceed a cumulative loading of 52 inches over any twelve (12)
month period at an instantaneous application rate not to exceed 0.4 inches per hour.
8. An automatically activated standby power source shall be on site and operational at all times. If a
generator is employed as an alternate power supply, it shall be tested weekly by interrupting the
primary power source.
9. No type of wastewater other than that from Cold Mountain Development shall be irrigated onto
the irrigation area.
10. Freeboard in the storage pond shall not be less than two feet at any time.
11. A waste -level gauge, to monitor waste levels in the storage pond, shall be installed within 60 days
of issuance of this permit or prior to operation. This gauge shall have readily visible permanent
markings indicating the maximum liquid level at the top of the temporary liquid storage volume,
minimum liquid level at the bottom of the temporary liquid storage volume, and top of the dam
elevations. Caution must be taken not to damage the integrity of the liner when installing the
gauge.

12. A protective vegetative cover shall be established and maintained on all earthen basin
embankments (outside toe of embankment to maximum pumping elevation), berms, pipe runs,
erosion control areas, and surface water diversions. Trees, shrubs, and other woody vegetation
shall not be allowed to grow on the earthen basin dikes or embankments. Earthen basin
embankment areas shall be kept mowed or otherwise controlled and accessible.
13. All wastewater shall be routed to the five-day holding pond should the limit for fecal coliform
(daily maximum concentration of 25 per 100 ml) or turbidity (instantaneous maximum of 10
NTU) be exceeded, until such time that the problems associated with the treatment capability of
the wastewater treatment plant have been corrected. The wastewater in the five-day holding pond
shall be pumped back to the treatment plant for re -treatment or treated in the five-day pond prior
to discharge to the storage pond.
III. MONITORING AND REPORTING REQUIREMENTS
Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed
necessary by the Division to insure surface and ground water protection will be established and
an acceptable sampling reporting schedule shall be followed.
2. Influent flow shall be continuously monitored and daily flow values shall be reported on Form
NDMR.
The Permittee shall install an appropriate flow measurement device consistent with approved
engineering and scientific practices to ensure the accuracy and reliability of influent flow
measurement. Flow measurement devices selected shall be capable of measuring flows with a
maximum deviation of less than 10 percent from true flow, accurately calibrated at a minimum of
once per year, and maintained to ensure that the accuracy of the measurements is consistent with
the accepted capability of that type of device. The Permittee shall keep records of flow
measurement device calibration on file for a period of at least three years. At a minimum, data to
be included in this documentation shall be:
a. Date of flow measurement device calibration
b. Name of person performing calibration
c. Percent from true flow
Plans and specifications for the flow measuring device shall be prepared by a licensed
Professional Engineer and submitted to the appropriate regional office 30 days prior to
installation. The flow -measuring device shall be installed within 1 year of the date of this permit.
3, As an indicator of proper operation and maintenance, the facility shall produce an effluent in
compliance with the following limitations:
Parameter
Monthly Averages
Daily (Instantaneous) Maximum c
Flow
80,000 GPD
15 mg/1
6 mg/1
BOD5 (5-day, 20°C)
10 mg/1
NH3 as N
4 mg/1
TSS
5 mg/1
10 mg/1
Fecal Coliform
14 per 100 ml b
25 per 100 ml
Turbidity
10 NTU
The effluent pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
2

a Monthly averages for all but fecal coliform shall be the arithmetic mean of all samples
collected during the reporting period.
Monthly average for fecal coliform shall be the geometric mean of all samples collected
during the reporting period.
c Daily maximum shall be the maximum value of all samples collected during the reporting
period.
The Permittee shall monitor the effluent from the subject facilities. at the point prior to irrigation
for the following parameters:
Parameter
Sampling Point
Sampling Frequency
Type of Sample
Flow
Influent or Effluent
Continuous
Recording
Turbidity
Effluent
Continuous
Recording
BOD5 (5-day, 20°C)
Effluent
*2/Month
Composite
NH3 as N
Effluent
*2/Month
Composite
TSS
Effluent
*2/Month
Composite
Fecal Coliform
Effluent
*2/Month
Grab
Settleable Matter
Effluent
Daily
Grab
NO3
Effluent
*Triannually
Grab
TDS
Effluent
* *Triannually
Grab
TOC
Effluent
**Triannually
Grab
Chloride
Effluent
* *Triannually
Grab
pH
Effluent
* *Triannually
Grab
* 2/Month sampling frequency only during the months of April through October. During the
remainder of the year, these parameters shall be monitored monthly.
** Triannually sampling shall be conducted during March, July, and November.
If Groundwater sampling indicates or predicts problems with the compliance with Groundwater
Standards, this permit will be modified to include additional and/or more restrictive limitations.
4. The Permittee shall maintain adequate records tracking the amount of wastewater disposed.
These records shall include, but are not necessarily limited to the following information:
a. Date and time of irrigation,
b. Volume of wastewater irrigated,
c. Zone irrigated,
d. Length of time zone is irrigated,
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each zone,
f. Weather conditions, and
g. Maintenance of cover crops.
5. Freeboard in the storage pond shall be recorded weekly.
W

6. Three (3) copies of all monitoring data [as specified in Conditions III(2) and 111(3)] on Form
NDMR-1 and three (3) copies of all operation and disposal records [as specified in Conditions
111(4) and III(5)] on Form NDAR-1 shall be submitted monthly on or before the last day of the
following month. All information shall be submitted to the following address:
NC Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
7. A record shall be maintained of all residuals removed from this facility. This record shall include
the name of the hauler, permit authorizing the disposal or a letter from a municipality agreeing to
accept the residuals, date the residuals were hauled, and volume of residuals removed.
A maintenance log shall be maintained at this facility including but not limited to the following
items:
a. Daily sampling results.of dissolved oxygen in the aeration basin and at the clarifier weir.
b. Visual observations of the plant and plant site.
c. Record of preventative maintenance (changing of filters, adjusting belt tensions, alarm
testing, diffuser inspections and cleanings, etc.).
d. Date of calibration of flow measurement device.
e. Date and results of power interruption testing on alternate power supply.
9. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number (828)
296-4500 , 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 any of the following:
a. Any occurrence at the wastewater treatment facility which results in the treatment of
significant amounts of wastes which are abnormal in quantity or characteristic, such as the
dumping of the contents of a sludge digester; the known passage of a slug of hazardous
substance through the facility; or any other unusual circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable
of adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators,
compressors, etc.
Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass
directly to receiving waters without treatment of all or any portion of the influent to such
station or facility.
d. Any time that self -monitoring information indicates that the facility has gone out of
compliance with its permit limitations.
Occurrences outside normal business hours may also be reported to the Division's
Emergency Response personnel at telephone number [phone], [phone], or
[phone]. Persons reporting such occurrences by telephone shall also file a written
report in letter form within five (5) 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.
0

IV. GROUNDWATER REQUIREMENTS
Prior to beginning waste disposal operations, three monitor wells; MW-1, MW-2 and MW-3 shall be
installed to monitor groundwater quality. The wells shall be constructed such that the water level in the
well is never above or below the screened (open) portion of the well at any time during the year. The
general location and name for each well is marked on Attachment A. Each monitoring well shall be
located at the review boundary, constructed in accordance with this permit, and approved by the Asheville
Regional Office.
2. The measuring points (top of well casing) of Monitor Wells MW-1, MW-2 and MW-3 shall be surveyed
to provide the relative elevation of the measuring point for each monitoring well.
Monitor wells MW-1, MW-2 and MW-3 shall be sampled initially after construction and before land
application to the adjacent field, and thereafter every March, July, and November for the following
parameters:
Chloride Total Ammonia
Fecal Coliforms Total Dissolved Solids
Nitrate Nitrogen Water Levels
pH Volatile Organic Compounds —(In November only)
Volatile Organic Compounds (VOC) by one of the following methods:
(A) Standard Method 6230D, PQL at 0.5 µg/L or less
(B) Standard Method 6210D, PQL at 0.5 µg/L or less
(C) EPA Method 8021, Low Concentration, PQL at 0.5 µg/L or less
(D) EPA Method 8260, Low Concentration, PQL at 0.5 µg/L or less
(E) Another method with prior approval by the Aquifer Protection Section Chief
Any method used must meet the following qualifications:
(1) A laboratory must be DWQ certified to run any method used.
(2) The method used must, at a minimum, include all the constituents listed in Table VIII of Standard
Method 6230D.
(3) The method used must provide a pql of 0.5 µg/L or less that must be supported by laboratory
proficiency studies as required by the DWQ Laboratory Certification Unit. Any constituents
detected above the MDL but below the PQL of 0.5 µg/L must be qualified (estimated) and
reported.
The measurement of water levels must be made prior to sampling for the remaining parameters. The
depth to water in each well shall be measured from the surveyed point on the top of the casing.
If any volatile organic compounds are detected by the methods listed, then the Asheville Regional Office
Aquifer Protection Supervisor, telephone number [phone], must be contacted immediately for
further instructions regarding any additional follow-up analyses required. The results of all initial and
follow-up analyses must be submitted simultaneously.
The results of the sampling and analysis must be received on Form GW-59 (Groundwater Quality
Monitoring: Compliance Report Form) by the Division of Water Quality, Information Processing Unit,
1617 Mail Service Center, Raleigh, N.C. 27699-1617 on or before the last working day of the month
following the sampling month.
4. All wells that are constructed for purposes of groundwater monitoring shall be constructed in accordance
with 15A NCAC 2C .0108 (Standards of Construction for Wells Other than Water Supply) and any other
state and local laws and regulations pertaining to well construction.
7

�. Within sixty (60) days of completion of all monitoring wells, the permittee shall submit two original
copies of a scaled topographic map (scale no greater than 1 ":100') signed and sealed by a professional
engineer or a state licensed land surveyor that indicates all of the following information:
a. the location and identity of each monitoring well,
b. the location of the waste disposal system,
C. the location of all property boundaries,
d. the latitude and longitude of the established horizontal control monument,
e. the relative elevation of the top of the well casing (which shall be known as the "measuring
point"), and
f. the depth of water below the measuring point at the time the measuring point is established.
The survey shall be conducted using approved .practices outlined in North Carolina General Statutes
Chapter 89C and the North Carolina Administrative Code Title 21, Chapter 56. The surveyor shall
establish a horizontal control monument on the property of the waste disposal system and determine the
latitude and longitude of this horizontal control monument to a horizontal positional accuracy of +/- 10
feet. All other features listed in a. through e. above shall be surveyed relative to this horizontal control
monument. The positional accuracy of features listed in a. through e. above shall have a ratio of precision
not to exceed an error of closure of 1 foot per 10,000 feet of perimeter of the survey. Any features
located by the radial method will be located from a minimum of two points. Horizontal control
monument shall be installed in such a manner and made of such materials that the monument will not be
destroyed due to activities that may take place on the property. The map shall also be surveyed using the
North American Datum of 1983 coordinate system and shall indicate the datum on the map. All bearings
or azimuths shall be based on either the true or NAD 83 grid meridian. If a Global Positioning System
(GPS) is used to determine the latitude and longitude of the horizontal control monument, a GPS receiver
that has the capability to perform differential GPS shall be used and all data collected by the GPS receiver
will be differentially corrected.
The maps and any supporting documentation shall be sent to the Division of Water Quality, Land
Application Unit, Mail Service Center 1636, Raleigh, N.C. 27699-1636.
6. Within thirty (30) days of completion of all well construction activities, a certification must be received
from a professional engineer certifying that the monitoring wells are located and constructed in
accordance with the Well Construction Standards (15A NCAC 2C) and this permit. This certification
should be submitted with copies of the Well Completion Form (GW-1) for each well. Mail this
certification and the associated GW-1 forms to the Division of Water Quality, Information Processing
Unit, Mail Service Center 1617, Raleigh, N.C. 27699-1617.
7. No land application of waste activities shall be undertaken when the seasonal high water table is less than
one feet below land surface.
8. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be provided
9. The Compliance Boundary and Review Boundary for the waste disposal area(s) is specified by
regulations in 15A NCAC 2H, Waste Not Discharged to Surface Waters, specifically,
.0219(k)(1)(C)(i)(III). The Compliance Boundary and Review Boundary for groundwater shall be
established at the property boundary. An exceedance of Groundwater Quality Standards at or beyond the
Compliance Boundary is subject to remediation action according to 15A NCAC 2L .0106(d)(2).
10. The Asheville Regional Office, telephone number [phone], shall be notified at least forty-eight
(48) hours prior to the construction of any monitoring well so that an inspection can be made of the
monitoring well location. Such notification to the regional groundwater supervisor shall be made during
the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding state
holidays.

11. For the initial sampling of the well as specified elsewhere in the permit, the permittee shall
submit a copy of the GW-1 Form (Well Completion Form) with the Compliance Monitoring
Form (GW-59) for that well. Compliance Monitoring Forms that do not include copies of the
GW-1 form will be returned to the permittee without being processed. Failure to submit these
forms as required by this permit may result in the initiation of enforcement activities pursuant to
NC General Statutes 143-215.6.
12. The permittee shall submit well construction schematics and coordinates for MW-1 and MW-2
V. INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure
proper operation of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to
prevent malfunctions and deterioration, operator errors and discharges which may cause or lead to
the release of wastes to the environment, a threat to human health, or a nuisance. The Permittee
shall keep an inspection log or summary including at least the date and time of inspection,
observations made, and any maintenance, repairs, or corrective actions taken by the Permittee.
This log of inspections shall be maintained by the Permittee for a period of three years from the
date of the inspection and shall be made available upon request to the Division or other permitting
authority.
3. Any duly authorized officer, employee, or representative of the Division may, upon presentation
of credentials, enter and inspect any property, premises or place on or related to the disposal site
or facility at any reasonable time for the purpose of determining compliance with this permit;
may inspect or copy any records that must be maintained under the terms and conditions of this
permit, and may obtain samples of groundwater, surface water, or leachate.
VI. GENERAL CONDITIONS
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and shall be a condition of this permit.
Noncompliance 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.
4. This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be submitted
to the Division accompanied by an application fee, documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request will be considered
on its merits and may or may not be approved.
Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division in accordance with North Carolina General
Statute 143-215.6A to 143-215.6C.

6. The issuance, of this permit does not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which 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 NCG010000, and any requirements
pertaining to wetlands under 15A NCAC 2B .0200 and 2H .0500.
7. The Permittee shall retain a set of approved plans and specifications for the subject facility for the
life of the project.
8. The Permittee shall pay the annual administering and compliance fee within thirty days of being
billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate action
to revoke this permit as specified by 15 NCAC 2H .0205 (c)(4).
The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the facilities
described therein, and if warranted, will extend the permit for such period of time and under such
conditions and limitations as it may deem appropriate.
Permit issued this the 20`" day of June 2006
NORTH !-'7OL1NA EVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0029962
10

Permit No. WQ0029962
June 20, 2006
ENGINEER'S CERTIFICATION
Partial Final
I, , 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,
Project Name
Location and County
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 and intent of this permit, the approved plans and specifications, and other supporting
materials.
Signature
Date
Registration No.
11

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tl COLD MOUNTAIN DEVELOPMENT --- ---- — - -----
I.Y. REMSED PER STATE CWMENTS
!BROOKS A IMINOLOCK!
GRAVES DEVELOPMENT CORPORTATION
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i NON -DISCHARGE SYSTEM 17 Mhgt- Street
AS.MUE NORTH CA Mm! Ah.,61, N.C. 28801
Fr%g rift Ph.. 1-828-232-470
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165005 WELL LOCATION & SETBACK MAP Fum —828-232-1331
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Attachment A

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Site Location
I IE
Haywood County, North Carolina
B R O O K S& M E O L O C K
ENGINEERING, PLLC
17 ARLINGTON STREET
DRAWN BY: MAB
SCALE: 1"=2000'
CHECKED BY: MCB
DATE: 02/27/2006
ASHEVILLE, N.C. 28801
Phone: [phone]
PROJECT NO: 165005
REVISION: 0
Fax: [phone]

STATE OF NORTH CAROLINA
COUNTY OF 1, pe
Permit No. (AA_-� C17 21�1Ci 6 2
OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) andntered-`irito flits xn� + day of
TV, P�-Mf►' Zoo , by and between the North C oli;=1E)N-;--0&_
�lnt1VTcndge ent
Commission, an agency of the State of North Carolina, hereinafter known as�he,1 I I II !
�-�' �'►w�s-l?x�,� P%CA_+ (:c,(; gC:A ,' a A a. o�rpo�r'at c
business in the State of North Carolina, hereinafter known as the
WITNESSETH:
\,AT pE Q7AEITY SECTION
Z61,,EVILLE {REGIONAL OFFICE
1. The DEVELOPER is the owner of the certain lands lying in '-}: (_ _County, upon
which it is erecting and will erect dwelling units and other improvemen s, said development_ to_ be- known
as _AJ A-) V _ (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) tV f A (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.
FORM: DEV 09/05 Page 1 of 2

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.
5. 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:
FORTHE IRONM NTAL ��---�#- CVCSGyGLarf�a CetPis��tNr.3
MAN NT CO l T -ON Name of DEVELOPER
B.�-
---
-Alan W. Klimek, P.E., Director (Signa e)
Division of Water Quality _
�� 1 L� N C I jP - S , _ zES 11D N�! I
FORM: DEV 09/05 Page 2 of 2

CRAVES DEVELOPMENT
2240
: '8/4/2008
—2Cold. Mountain/sewer collection system permit, W - ---_. ,.
480 00
4
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c:
BB&T 8950 permit for gravity sewer collection system 480.00