NC0023124_Regional Office Historical File 2005 to 2019

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North Carolina Department of Env!
Pat McCrory
Governor
Mr. Ted Nye
Grandfather Golf and Country Club
P.O. Box 368
Linville, NC 28646-0368
Dear Mr. Nye:
meet and Natural Resources
John E. Skvarla III
Secretary
December 12, 2014
Subject: Issuance of NPDES Permit NCO023124
Grandfather Golf and Country Club WWTP
Avery County
Class WW-2
Division personnel have reviewed and approved your application for renewal of the subject permit.
Accordingly, we are forwarding the attached NPDES discharge permit. This permit is issued pursuant to
the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between
North Carolina and the U.S. Environmental Protection Agency dated October 15, 2007 (or as subsequently
amended).
This final permit has no major changes from the draft permit sent to you on October 22,
2014.
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30)
days following receipt of this letter. 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, North Carolina 27699-6714). Unless such demand is made, this
decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division may
require modification or revocation and reissuance of the permit. This permit does not affect the legal
requirements to obtain any other Federal, State, or Local governmental permit that may be required. If you
have any questions concerning this permit, please contact Charles Weaver at telephone number (919) 807-
6391.
cc: Central Files
�r-�l�ch`r'"av7127����`" inna1�ra :a
'NPDES nit
OSinc efely, '
Thomas �. Reeder .D-irec� or U
Division of Watere�,esour`cesr Resources
DEC 2 2 2014
Water Quality Regional Operations
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 512 North Salisbury Street, Raleigh, North Carolina
Phone: [phone] / FAX [phone] / http://portal.ncdenr.org/web/wq
An Equal Opportunity/Affirmative Action Employer —50% Recycled/101/6 Post Consumer Paper

Permit NCO023124
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES
PF.RMTT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
GGCC Utility, Inc.
is hereby authorized to discharge wastewater from a facility located at the
Grandfather Golf and Country Club WWTP
2120 NC Highway 105 South.
Linville
Avery County
to receiving waters designated as the Linville River in subbasin 03-08-30 of the
Catawba River Basin in accordance with effluent limitations, monitoring
requirements, and other conditions set forth in Parts I, II, III and IV hereof.
This permit shall become effective February 1, 2015.
This permit and authorization to discharge shall expire at midnight on January 31, 2020.
Signed this day December 12, 2014
Tomas A. Reeder, Direct
0
Division of Water Resources
By Authority of the Environmental Management Commission
Page 1 of 5

Permit NCO023124
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked. As of this permit issuance, any previously issued permit bearing this number is no longer
effective. Therefore, the exclusive authority to operate and discharge from this facility arises under
the permit conditions, requirements, terms, and provisions included herein.
GGCC Utility, Inc. is hereby authorized to:
1. Continue to operate an existing 0.07 MGD wastewater treatment facility with the
following components:
♦ Influent screening
♦ Pre -aeration basin
♦ 16 Aeration basins
♦ 4 Clarifiers [dual train with valves to separate treatment trains]
♦ Sludge holding tank
♦ Back-up chlorination and dechlorination equipment
♦ Tertiary filtration
♦ Flow meter (totalizer)
♦ UV disinfection
♦ Re -aeration basin
This facility is located north of Linville at the Grandfather Golf and Country Club
WWTP on NC Highway 105 in Avery County.
2. Discharge from said treatment works at the location specified on the attached map
into the Linville River, currently classified C-Trout waters in hydrologic unit
03050101 of the Catawba River Basin.
Page 2 of 5

Permit NCO023124
Part I
A. (1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of this permit and lasting until expiration,
the Permittee is authorized to discharge from outfall 001. Such discharges shall be limited
and monitored' by the Permittee as specified below:
PARAMETER
LIMITS
MONITORING REQUIREMENTS
[PCS Code]
Monthly Average
Daily Maximum
Measurement
Sample Type
Sample
Frequency
Location
Flow
50050
0.07 MGD
Continuous
Recording
or
Influent t
Effluent
BOD, 5-day (20°C)
30.0 mg/L
45.0. mg/L
Weekly
Composite
Effluent
00310
Total Suspended Solids
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
00530
NH3 as N (April 1 - October 31)
9.0 mg/L
35.0 mg/L
2/Month
Composite
Effluent
00610
NH3as N (November 1 - March 31)
27.0 mg/L
35.0 mg/L
2/Month
Composite
Effluent
00610
Fecal Coliform (geometric mean)
200 / 100 ml
400 / 100 ml
Weekly
Grab
Effluent
31616
Total Residual Chlorine2
17 pg/L
2/Week
Grab
Effluent
50060
Temperature (°C)
Weekly
Grab
Effluent
00010
Total Nitrogen (NO2+NO3+TKN)
Quarterly
Composite
Effluent
00600
Total Phosphorus
Quarterly
Composite
Effluent
00665
pH
> 6.0 and < 9.0 standard units
Weekly
Grab
Effluent
00400
- -
fil,o latet�han2,7,0c1a fzom tl%e effe'ctxve date of this permit; tle permittee shall begin submitting
discharge monitoring reports electronically using the Division's eDMR system [see A. (2)].
2. Limit and monitoring requirements apply only if chlorine is used for disinfection. The Permittee
shall report all effluent TRC values reported by a NC -certified laboratory [including field -certified].
Effluent values < 50 µg/L will be treated as zero for compliance purposes.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
Proposed federal regulations require electronic submittal of all discharge monitoring reports
(DMRs) and specify that, if a state does not establish a system to receive such submittals,
then permittees must submit DMRs electronically to the Environmental Protection Agency
(EPA). The Division anticipates that these regulations will be adopted and is beginning
implementation.
Page 3 of 5

Permit NCO023124
NOTE: This special condition supplements or supersedes the following sections within Part
II of this permit (Standard Conditions for NPDES Permits):
S Section B. (11.) Signatory Requirements
• Section D. (2.)
• Section D. (6.)
© Section E. (5.)
Reporting
Records Retention
Monitoring Reports
1. Reporting [Supersedes Section D. (2.) and Section E. (5.) (a)]
Beginning no later than 270 days from the effective date of this permit, the permittee
shall begin reporting discharge monitoring data electronically using the NC DWR's
Electronic Discharge Monitoring Report (eDMR) internet application.
Monitoring results obtained during the previous month(s) shall be summarized for each
month and submitted electronically using eDMR. The eDMR system allows permitted
facilities to enter monitoring data and submit DMRs electronically using the internet.
Until such time that the state's eDMR application is compliant with EPA's Cross -Media
Electronic Reporting Regulation (CROMERR), permittees will be required to submit all
discharge monitoring data to the state electronically using eDMR and will be required to
complete the eDMR submission by printing, signing, and submitting one signed original
and a copy of the computer -printed eDMR to the following address:
NC DENR / Division of Water Resources / Information Processing Unit
ATTENTION: Central Files / eDMR
1617 Mail Service Center
Raleigh, NC 27699-1617
If a permittee is unable to use the eDMR system due to a demonstrated hardship or due
to the facility being physically located in an area where less than 10 percent of the
households have broadband access, then a temporary waiver from the NPDES electronic
reporting requirements may be granted and discharge monitoring data may be submitted
on paper DMR forms (MR 1, 1. 1, 2, 3) or alternative forms approved by the Director.
Duplicate signed copies shall be submitted to the mailing address above.
Requests for temporary waivers from the NPDES electronic reporting requirements must
be submitted in writing to the Division for written approval at least sixty (60) days prior
to the date the facility would be required under this permit to begin using eDMR.
Temporary waivers shall be valid for twelve (12) months and shall thereupon expire. At
such time, DMRs shall be submitted electronically to the Division unless the permittee
re -applies for and is granted a new temporary waiver by the Division.
Information on eDMR and application for a temporary waiver from the NPDES electronic
reporting requirements is found on the following web page:
http : / /portal.ncdenr.org/web / wg / admin /bog/ ipu / edmr
Page 4 of 5

Permit NC0023124
Regardless of the submission method, the first DMR is due on the last day of the month
following the issuance of the permit or in the case of a new facility, on the last day of the
month following the commencement of discharge.
2. Signatory Requirements (Supplements Section B. (11.) (b) and supersedes Section
B. (11.) (d)1
All eDMRs submitted to the permit issuing authority shall be signed by a person
described in Part II, Section B. (11.)(a) or by a duly authorized representative of that
person as described in Part II, Section B. (11.)(b). A person, and not a position, must be
delegated signatory authority for eDMR reporting purposes.
For eDMR submissions, the person signing and submitting the DMR must obtain an
eDMR user account and login credentials to access the eDMR system. For more
information on North Carolina's eDMR system, registering for eDMR and obtaining an
eDMR user account, please visit the following web page:
http: / /portal.ncdenr. org/web /wq / admin/bog/ipu / edmr
Certification. Any person submitting an electronic DMR using the state's eDMR system
shall make the following certification [40 CFR 122.221. NO OTHER STATEMENTS OF
CERTIFICATION WILL BE ACCEPTED:
U certify, under penalty of law, that this document and all attachments were prepared
under my direction or supervision in accordance with a system designed to assure that
qualified personnel properly gather and evaluate the information submitted. Based on my
inquiry of the person or persons who manage the system, or those persons directly
responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant
penalties for submitting false information, including the possibility of fines and
imprisonment for knowing violations."
3. Records Retention [Supplements Section D. (6.11
The permittee shall retain records of all Discharge Monitoring Reports, including eDMR
submissions. These records or copies shall be maintained for a period of at least 3 years
from the date of the report. This period may be extended by request of the Director at
any time [40 CFR 122.41].
Page 5 of 5

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NCO023124
Grandfather Golf & Country CLub
Latitude: 36°05'15" Receiving Stream: Linville River
Longitude: 81°51'55" USGS Quad: Grandfather Mtn
Stream Class: C-Trout Hydrologic Unit Code: 03050101
Facility
Location
�� SCALE 1:24000 - Avery County

NPDES Permit Standard Conditions
Page 1 of 18
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2/Month
Samples are collected twice per month with at least ten calendar days between sampling events. These samples shall be
representative of the wastewater discharged during the sample period.
3/Week
Samples are collected three times per week on three separate calendar days. These samples shall be representative of
the wastewater discharged during the sample period.
Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33 USC 1251, et.
seq.
Annual Average
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar year. In the case of fecal
coliform, the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
Bypass
The known diversion of waste streams from any portion of a treatment facility including the collection system, which is
not a designed or established or operating mode for the facility.
Calendar Day
The period from midnight of one day until midnight of the next day. However, for purposes of this permit, any
consecutive 24-hour period that reasonably represents the calendar day may be used for sampling.
Calendar Week
The period from Sunday through the following Saturday.
Calendar Quarter
One of the following distinct periods: January through March, April through June, July through September, and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 mL in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period. The
Director may designate the most appropriate method (specific number and size of aliquots necessary, the time interval
between grab samples, etc.) on a case -by -case basis. Samples may be collected manually or automatically. Composite
samples may be obtained by the following methods:
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: a series of grab samples collected at equal time intervals over a 24 hour period
of discharge and combined proportional to the rate of flow measured at the time of individual sample
collection, or
(3) Variable time/constant volume: a series of grab samples of equal volume collected over a 24 hour period with
the time intervals between samples determined by a preset number of gallons passing the sampling point. Flow
measurement between sample intervals shall be determined by use of a flow recorder and totalizer, and the
preset gallon interval between sample collection fixed at no greater than 1/24 of the expected total daily flow at
the treatment system, or
Version 1110912011.1

NPDES Permit Standard Conditions
Page 2 of 18
(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at a
constant time interval. Use of this method requires prior approval by the Director. This method may only be
used in situations where effluent flow rates vary less than 15 percent. The following restrictions also apply:
➢ Influent and effluent grab samples shall be of equal size and of no less than 100 milliliters
➢ Influent samples shall not be collected more than once per hour.
➢ Permittees with wastewater treatment systems whose detention time < 24 hours shall collect effluent grab
samples at intervals of no greater than 20 minutes apart during any 24-hour period.
➢ Permittees with wastewater treatment systems whose detention time exceeds 24 hours shall collect effluent
grab samples at least every six hours; there inust be a minimum of four samples during a 24-hour sampling
period.
Continuous flow measurement
Flow monitoring that occurs without interruption throughout the operating hours of the facility. Flow shall be
monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance
activities on the flow device.
Daily Discharge
The discharge of a pollutant measured during a calendar day or any 24-hour period that reasonably represents the
calendar day for purposes of sampling. For pollutants measured in units of mass, the "daily discharge" is calculated as
the total mass of the pollutant discharged over the day. For pollutants expressed in other units of measurement, the
"daily discharge" is calculated as the average measurement of the pollutant over the day. (40 CFR 122.2; see also
"Composite Sample," above.)
Daily Maximum
The highest "daily discharge" during the calendar month.
Daily Sampling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit. Sampling shall be conducted on weekdays except where holidays or other disruptions of normal operations
prevent weekday sampling. If sampling is required for all seven days of the week for any permit parameter(s), that
requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DWR or "the Division"
The Division of Water Resources, Department of Environment and Natural Resources.
Effluent
Wastewater discharged following all treatment processes from a water pollution control facility or other point source
whether treated or untreated.
EMC
The North Carolina Environmental Management Commission
EPA
The United States Environmental Protection Agency
Facility Closure
Cessation of all activities that require coverage under this NPDES permit. Completion of facility closure will allow this
permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N = the number of individual values. For purposes of
calculating the geometric mean, values of "0" (or "< [detection level]") shall be considered = 1.
Grab Sample
Individual samples of at least 100 mL collected over a period of time not exceeding 15 minutes. Grab samples can be
collected manually. Grab samples must be representative of the discharge (or the receiving stream, for instream
samples).
Version 1110912011.1

NPDES Permit Standard Conditions
Page 3 of 18
Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the CWA.
Instantaneous flow measurement
The flow measured during the minimum time required for the flow measuring device or method to produce a result in
that instance. To the extent practical, instantaneous flow measurements coincide with the collection of any grab
samples required for the same sampling period so that together the samples and flow are representative of the discharge
during that sampling period.
Monthly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliform or other bacterial parameters or indicators, the geometric mean of such discharges.
Permit Issuing Authority
The Director of the Division of Water Resources.
Quarterly Average (concentration limit)
The arithmetic mean of all samples taken over a calendar quarter.
Severe property damage
Substantial physical damage to property, damage to the treatment facilities which causes them to become inoperable, or
substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. Severe property damage excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307(a)(1) of the CWA.
upset
An incident beyond the reasonable control of the Permittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive
maintenance, or careless or improper operation.
Weekly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week. In the case of fecal
coliform or other bacterial parameters or indicators, the geometric mean of such discharges.
Section B. General Conditions
1. Duty to Comply_
The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation of
the CWA and is grounds for enforcement action; for permit termination, revocation and reissuance, or
modification; or denial of a permit renewal application [40 CFR 122.41].
a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a) of the
CWA for toxic pollutants and with standards for sewage sludge use or disposal established under section
405(d) of the CWA within the time provided in the regulations that establish these standards or prohibitions or
standards for sewage sludge use or disposal, even if the permit has not yet been modified to incorporate the
requirement.
b. The CWA provides that any person who violates section[s] 301, 302, 306, 307, 308, 318 or 405 of the Act, or
any permit condition or limitation implementing any such sections in a permit issued under section 402, or any
requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8) of the Act, is
subject to a civil penalty not to exceed $37,500 per day for each violation. [33 USC 1319(d) and 40 CFR
122.41(a)(2)]
c. The CWA provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or 405 of
the Act, or any condition or limitation implementing any of such sections in a permit issued under section 402
of the Act, or any requirement imposed in a pretreatment program approved under section 402(a)(3) or
402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
Version 1110912011.1

NPDES Permit Standard Conditions
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imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a negligent
violation, a person shall be subject to criminal penalties of not more than $50,000 per day of violation, or by
imprisonment of not more than 2 years, or both. [33 USC 1319(c)(1) and 40 CFR 122.41(a)(2)]
d. Any person who knowingly violates such sections, or such conditions or limitations is subject to criminal
penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. In the
case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal
penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both.
[33 USC 1319(c)(2) and 40 CFR 122.41(a)(2)]
e. Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any permit
condition or limitation implementing any of such sections in a permit issued under section 402 of the Act, and
who knows at that time that he thereby places another person in imminent danger of death or serious bodily
injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not more than
15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment violation, a
person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than 30 years, or
both. An organization, as defined in section 309(c)(3)(B)(iii) of the CWA, shall, upon conviction of violating
the imminent danger provision, be subject to a fine of not more than $1,000,000 and can be fined up to
$2,000,000 for second or subsequent convictions. [40 CFR 122.41(a)(2)]
f. Under state law, a civil penalty of not more than $25,000 per violation may be assessed against any person
who violates or fails to act in accordance with the terms, conditions, or requirements of a permit. [North
Carolina General Statutes § 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such sections
in a permit issued under section 402 of this Act. Administrative penalties for Class I violations are not to
exceed $16,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed
$37,500. Penalties for Class II violations are not to exceed $16,000 per day for each day during which the
violation continues, with the maximum amount of any Class II penalty not to exceed $177,500. [33 USC
1319(g)(2) and 40 CFR 122.41(a)(3)]
2. Duty to Mitigate
The Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in
violation of this permit with a reasonable likelihood of adversely affecting human health or the environment [40
CFR 122.41(d)].
3. Civil and Criminal Liability
Except as provided in permit conditions on 'Bypassing" (Part II.C.4), "Upsets" (Part II.C.5) and "Power Failures"
(Part II.C.7), nothing in this permit shall be construed to relieve the Permittee from any responsibilities, liabilities,
or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309 of the Federal Act, 33 USC
1319. Furthermore, the Permittee is responsible for consequential damages, such as fish kills, even though the
responsibility for effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the Permittee
from any responsibilities, liabilities, or penalties to which the Permittee is or may be subject to under NCGS 143-
215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321. Furthermore, the Permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive
privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any
infringement of Federal, State or local laws or regulations [40 CFR 122.41(g)].
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical structures or
facilities or the undertaking of any work in any navigable waters.
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7. Severability
The provisions of this permit are severable. If any provision of this permit, or the application of any provision of
this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the
remainder of this permit, shall not be affected thereby [NCGS 15013-23].
8. Duly o Provide Information
The Permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the
Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or
terminating this permit or to determine compliance with this permit. The Permittee shall also furnish to the Permit
Issuing Authority upon request, copies of records required by this permit [40 CFR 122.41(h)].
9. Duty to Reapply
If the Permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the
Permittee must apply for and obtain a new permit [40 CFR 122.41(b)].
10. Expiration of Permit
The Permittee is not authorized to discharge after the expiration date. In order to receive automatic authorization to
discharge beyond the expiration date, the Permittee shall submit such information, forms, and fees as are required
by the agency authorized to issue permits no later than 180 days prior to the expiration date unless permission for a
later date has been granted by the Director. (The Director shall not grant permission for applications to be
submitted later than the expiration date of the existing permit.) [40 CFR 122.21(d)] Any Permittee that has not
requested renewal at least 180 days prior to expiration, or any Permittee that does not have a permit after the
expiration and has not requested renewal at least 180 days prior to expiration, will subject the Permittee to
enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Si ng atory Requirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and certified [40
CFR 122.41(k)].
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible
corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in charge
of a principal business function, or any other person who performs similar policy or decision making
functions for the corporation, or (b) the manager of one or more manufacturing, production, or operating
facilities, provided, the manager is authorized to make management decisions which govern the operation
of the regulated facility including having the explicit or implicit duty of making major capital investment
recommendations, and initiating and directing other comprehensive measures to assure long term
environmental compliance with environmental laws and regulations; the manager can ensure that the
necessary systems are established or actions taken to gather complete and accurate information for permit
application requirements; and where authority to sign documents has been assigned or delegated to the
manager in accordance with corporate procedures .
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal executive officer or
ranking elected official [40 CFR 122.22].
b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a. above or by a duly authorized representative of that person. A
person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for the overall operation
of the regulated facility or activity, such as the position of plant manager, operator of a well or well field,
superintendent, a position of equivalent responsibility, or an individual or position having overall
responsibility for environmental matters for the company. (A duly authorized representative may thus be
either a named individual or any individual occupying a named position.); and
(3) The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.22]
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c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate because
a different individual or position has responsibility for the overall operation of the facility, a new authorization
satisfying the requirements of paragraph (b) of this section must be submitted to the Director prior to or
together with any reports, information, or applications to be signed by an authorized representative [40 CFR
122.22]
d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the following
certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION WILL BE ACCEPTED:
"I cert�, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility offines and imprisonment for knowing violations. "
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the
Permittee for a permit modification, revocation and reissuance, or termination, or a notification of planned changes
or anticipated noncompliance does not stay any permit condition [40 CFR 122.41(f)].
13. Permit Modification, Revocation and Reissuance, or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the permit,
revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Title 40, Code of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina
Administrative Code, Subchapter 02H .0100; and North Carolina General Statute 143.215.1 et. al.
14. Annual Administering and Compliance Monitoring Fee Requirements
The Permittee must pay the annual administering and compliance monitoring fee within thirty days after being
billed by the Division. Failure to pay the fee in a timely manner in accordance with 15A NCAC 02H .0105(b)(2)
may cause this Division to initiate action to revoke the permit.
Section C. Operation and Maintenance of Pollution Controls
1. Certified Operator
Owners of classified water pollution control systems must designate operators, certified by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), of the appropriate type and grade for the
system, and, for each classification must [T15A NCAC 08G .0201]:
a. designate one Operator In Responsible Charge (ORC) who possesses a valid certificate of the type and grade at
least equivalent to the type and grade of the system;
b. designate one or more Back-up Operator(s) in Responsible Charge (Back-up ORCs) who possesses a valid
certificate of the type of the system and no more than one grade less than the grade of the system, with the
exception of no backup operator in responsible charge is required for systems whose minimum visitation
requirements are twice per year; and
c. submit a signed completed "Water Pollution Control System Operator Designation Form" to the Commission
(or to the local health department for owners of subsurface systems) countersigned by the designated certified
operators, designating the Operator in Responsible Charge (ORC) and the Back-up Operator in Responsible
Charge (Back-up ORC):
(1) 60 calendar days prior to wastewater or residuals being introduced into a new system; or
(2) within 120 calendar days following:
➢ receiving notification of a change in the classification of the system requiring the designation of a new
Operator in Responsible Charge (ORC) and Back-up Operator in Responsible Charge (Back-up ORC)
of the proper type and grade; or
➢ a vacancy in the position of Operator in Responsible Charge (ORC) or Back-up Operator in
Responsible Charge (Back-up ORC).
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(3) within seven calendar days of vacancies in both ORC and Back-up ORC positions replacing or designating
at least one of the responsibilities.
The ORC of each Class I facility (or the Back-up ORC, when acting as surrogate for the ORC) must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least weekly
➢ Comply with all other conditions of 15A NCAC 08G .0204.
The ORC of each Class II, III and IV facility (or the Back-up ORC, when acting as surrogate for the ORC) must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least five days per week, excluding holidays
➢ Properly manage and document daily operation and maintenance of the facility
➢ Comply with all other conditions of 15A NCAC 08G .0204.
2. Proper Operation and Maintenance
The Permittee shall at all times properly operate and maintain all facilities and systems of treatment and control
(and related appurtenances) which are installed or used by the Permittee to achieve compliance with the conditions
of this permit. Proper operation and maintenance also includes adequate laboratory controls and appropriate quality
assurance procedures. This provision requires the Permittee to install and operate backup or auxiliary facilities only
when necessary to achieve compliance with the conditions of the permit [40 CFR 122.41(e)].
NOTE: Properly and officially designated operators are fully responsible for all proper operation and maintenance
of the facility, and all documentation required thereof, whether acting as a contract operator [subcontractor] or a
member of the Permittee's staff.
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41(c)].
4. Bypassing of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41(m)(2)]
The Permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but
only if it also is for essential maintenance to assure efficient operation. These bypasses are not subject to the
provisions of Paragraphs b. and c. of this section.
b. Notice [40 CFR 122.41(m)(3)]
(1) Anticipated bypass. If the Permittee knows in advance of the need for a bypass, it shall submit prior notice,
if possible at least ten days before the date of the bypass; including an evaluation of the anticipated quality
and effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
II.E.6. (24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
(B) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime. This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance; and
(C) The Permittee submitted notices as required under Paragraph b. of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system -wide collection system
permit associated with the treatment facility.
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(3) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse effects, if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph c.
(1) of this section.
5. Upsets
a. Effect of an upset [40 CFR 122.41(n)(2)]: An upset constitutes an affirmative defense to an action brought for
noncompliance with such technology based permit effluent limitations if the requirements of paragraph b. of
this condition are met. No determination made during administrative review of claims that noncompliance was
caused by upset, and before an action for noncompliance, is final administrative action subject to judicial
review.
b. Conditions necessary for a demonstration of upset: Any Permittee who wishes to establish the affirmative
defense of upset shall demonstrate, through properly signed, contemporaneous operating logs, or other relevant
evidence that:
(1) An upset occurred and that the Permittee can identify the cause(s) of the upset;
(2) The Permittee facility was at the time being properly operated; and
(3) The Permittee submitted notice of the upset as required in Part II.E.6.(b) of this permit.
(4) The Permittee complied with any remedial measures required under Part II.B.2. of this permit.
c. Burden of proof [40 CFR 122.41(n)(4)]: The Permittee seeking to establish the occurrence of an upset has
the burden of proof in any enforcement proceeding.
Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters
shall be utilized/disposed of in accordance with NCGS 143-215.1 and in a manner such as to prevent any pollutant
from such materials from entering waters of the State or navigable waters of the United States except as permitted
by the Commission. The Permittee shall comply with all applicable state and Federal regulations governing the
disposal of sewage sludge, including 40 CFR 503, Standards for the Use and Disposal of Sewage Sludge; 40 CFR
Part 258, Criteria For Municipal Solid Waste Landfills; and 15A NCAC Subchapter 2T, Waste Not Discharged To
Surface Waters. The Permittee shall notify the Permit Issuing Authority of any significant change in its sludge use
or disposal practices.
7. Power Failures
The Permittee is responsible for maintaining adequate safeguards (as required by 15A NCAC 02H .0124) to
prevent the discharge of untreated or inadequately treated wastes during electrical power failures either by means
of alternate power sources, standby generators or retention of inadequately treated effluent.
Section D. Monitorin2 and Records
1. Representative Sampling
Samples collected and measurements taken, as required herein, shall be representative of the permitted discharge.
Samples collected at a frequency less than daily shall be taken on a day and time that is representative of the
discharge for the period the sample represents. All samples shall be taken at the monitoring points specified in this
permit and, unless otherwise specified, before the effluent joins or is diluted by any other wastestream, body of
water, or substance. Monitoring points shall not be changed without notification to and the approval of the Permit
Issuing Authority [40 CFR 122.41(j)].
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each month and reported on a
monthly Discharge Monitoring Report (DMR) Form (MR 1, 1. 1, 2, 3) or alternative forms approved by the
Director, postmarked no later than the last calendar day of the month following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new
facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of these,
and all other reports required herein, shall be submitted to the following address:
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NC DENR / Division of Water Resources / Water Quality Permitting Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to ensure that the accuracy of the measurements is consistent
with the accepted capability of that type of device. Devices selected shall be capable of measuring flows with a
maximum deviation of less than 10% from the true discharge rates throughout the range of expected discharge
volumes. Flow measurement devices shall be 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 Director shall approve the flow measurement device and monitoring location prior to installation.
Once -through condenser cooling water flow monitored by pump logs, or pump hour meters as specified in Part I of
this permit and based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Laboratories used for sample analysis must be certified by the Division. Permittees should contact the Division's
Laboratory Certification Section (919 733-3908 or http://portal.ncdenr.org/web/wq/lab/cert) for information
regarding laboratory certifications.
Facilities whose personnel are conducting testing of field -certified parameters only must hold the appropriate field
parameter laboratory certifications.
Test procedures for the analysis of pollutants shall conform to the EMC regulations (published pursuant to NCGS
143-215.63 et. seq.), the Water and Air Quality Reporting Acts, and to regulations published pursuant to Section
304(g), 33 USC 1314, of the CWA (as amended), and 40 CFR 136; or in the case of sludge use or disposal,
approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless other test procedures have been
specified in this permit [40 CFR 122.41].
To meet the intent of the monitoring required by this permit, all test procedures must produce minimum detection
and reporting levels that are below the permit discharge requirements and all data generated must be reported down
to the minimum detection or lower reporting level of the procedure. If no approved methods are determined
capable of achieving minimum detection and reporting levels below permit discharge requirements, then the most
sensitive (method with the lowest possible detection and reporting level) approved method must be used.
Penalties for Tampering
The CWA provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any monitoring
device or method required to be maintained under this permit shall, upon conviction, be punished by a fine of not
more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both. If a
conviction of a person is for a violation committed after a first conviction of such person under this paragraph,
punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more than 4 years,
or both [40 CFR 122.41].
6. Records Retention
Except for records of monitoring information required by this permit related to the Permittee's sewage sludge use
and disposal activities, which shall be retained for a period of at least five years (or longer as required by 40 CFR
503), the Permittee shall retain records of all monitoring information, including:
➢ all calibration and maintenance records
➢ all original strip chart recordings for continuous monitoring instrumentation
➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained for a period of at least 3 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time [40 CFR
122.411.
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7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shall record the
following information [40 CFR 122.41]:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
8. Inspection and Entry
The Permittee shall allow the Director, or an authorized representative (including an authorized contractor acting as
a representative of the Director), upon the presentation of credentials and other documents as may be required by
law, to;
a. Enter, at reasonable times, upon the Permittee's premises where a regulated facility or activity is located or
conducted, or where records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices,
or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise
authorized by the CWA, any substances or parameters at any location [40 CFR 122.41(i)].
Section E Reporting Requirements
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge of
any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall constitute
a violation of the permit.
2. Planned Changes
The Permittee shall give notice to the Director as soon as possible of any planned physical alterations or additions
to the permitted facility [40 CFR 122.41(1)]. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
122.29(b); or
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged. This notification applies to pollutants subject neither to effluent limitations in the permit, nor to
notification requirements under 40 CFR 122.42(a)(1); or
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal practices, and
such alteration, addition or change may justify the application of permit conditions that are different from or
absent in the existing permit, including notification of additional use or disposal sites not reported during the
permit application process or not reported pursuant to an approved land application plan.
3. Anticipated Noncompliance
The Permittee shall give advance notice to the Director of any planned changes to the permitted facility or other
activities that might result in noncompliance with the permit [40 CFR 122.41(1)(2)].
4. Transfers
This permit is not transferable to any person without prior written notice to and approval from the Director in
accordance with 40 CFR 122.61. The Director may condition approval in accordance with NCGS 143-215.1, in
particular NCGS 143-215. 1 (b)(4)b.2., and may require modification or revocation and reissuance of the permit, or
a minor modification, to identify the new permittee and incorporate such other requirements as may be necessary
under the CWA [40 CFR 122.41(1)(3), 122.61] or state statute.
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5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41(1)(4)].
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II.D.2) or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
b. If the Permittee monitors any pollutant more frequently than required by this permit using test procedures
approved under 40 CFR Part 136 and at a sampling location specified in this permit or other appropriate
instrument governing the discharge, the results of such monitoring shall be included in the calculation and
reporting of the data submitted on the DMR.
6. Twenty-four Hour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public health or the environment. Any information shall be provided orally within 24
hours from the time the Permittee became aware of the circumstances. A written submission shall also be
provided within 5 days of the time the Perrnittee becomes aware of the circumstances. The written submission
shall contain a description of the noncompliance, and its cause; the period of noncompliance, including exact
dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to
continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance [40
CFR 122.41(1)(6)].
b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at [phone], [phone] or [phone].
7. Other Noncompliance
The Permittee shall report all instances of noncompliance not reported under Part II.E.5 and 6. of this permit at the
time monitoring reports are submitted. The reports shall contain the information listed in Part II.E.6. of this permit
[40 CFR 122.41(1)(7)].
8. Other Information
Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or submitted
incorrect information in a permit application or in any report to the Director, it shall promptly submit such facts or
information [40 CFR 122.41(1)(8)].
9. Noncompliance Notification
The Permittee shall report by telephone to either the central office or the appropriate regional office of the Division
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 water pollution control facility which results in the discharge 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.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass without treatment of all
or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report within 5 days following first
knowledge of the occurrence. Also see reporting requirements for municipalities in Part IV.C.2.c. of this permit.
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3 (a)(2) or Section 308 of the Federal Act, 33
USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices
of the Division. As required by the Act, effluent data shall not be considered confidential. Knowingly making any
false statement on any such report may result in the imposition of criminal penalties as provided for in NCGS 143-
215.1(b)(2) or in Section 309 of the Federal Act.
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11. Penalties for Falsification of Reports
The CWA provides that any person who knowingly makes any false statement, representation, or certification in
any record or other document submitted or required to be maintained under this permit, including monitoring
reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of not more than
$25,000 per violation, or by imprisonment for not more than two years per violation, or by both [40 CFR 122.41].
12. Annual Performance Reports
Permittees who own or operate facilities that primarily collect or treat municipal or domestic wastewater and have
an average annual flow greater than 200,000 gallons per day shall provide an annual report to the Permit Issuing
Authority and to the users/customers served by the Permittee (NCGS 143-215.1C). The report shall summarize the
performance of the collection or treatment system, as well as the extent to which the facility was compliant with
applicable Federal or State laws, regulations and rules pertaining to water quality. The report shall be provided no
later than sixty days after the end of the calendar or fiscal year, depending upon which annual period is used for
evaluation.
The report shall be sent to:
NC DENR / Division of Water Resources / Water Quality Permitting Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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PART III
OTHER REQUIREMENTS
Section A. Construction
a. The Permittee shall not commence construction of wastewater treatment facilities, nor add to the plant's treatment
capacity, nor change the treatment process(es) utilized at the treatment plant unless (1) the Division has issued an
Authorization to Construct (AtC) permit or (2) the Permittee is exempted from such AtC permit requirements
under Item b. of this Section.
b. In accordance with NCGS 143-215.1(a5) [SL 2011-394], no permit shall be required to enter into a contract for the
construction, installation, or alteration of any treatment work or disposal system or to construct, install, or alter any
treatment works or disposal system within the State when the system's or work's principle function is to conduct,
treat, equalize, neutralize, stabilize, recycle, or dispose of industrial waste or sewage from an industrial facility and
the discharge of the industrial waste or sewage is authorized under a permit issued for the discharge of the
industrial waste or sewage into the waters of the State. Notwithstanding the above, the permit issued for the
discharge may be modified if required by federal regulation.
c. Issuance of an AtC will not occur until Final Plans and Specifications for the proposed construction have been
submitted by the Permittee and approved by the Division.
Section B. Groundwater 1Vlonitorin2
The Permittee shall, upon written notice from the Director, conduct groundwater monitoring as may be required to
determine the compliance of this NPDES permitted facility with the current groundwater standards.
Section C. Changes in Discharges of Toxic Substances
The Permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe (40 CFR 122.42):
a. That any activity has occurred or will occur which would result in the discharge, on a routine or frequent basis, of
any toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the following
"notification levels";
(1) One hundred micrograms per liter (100 µg/L);
(2) Two hundred micrograms per liter (200 µg/L) for acrolein and acrylonitrile; five hundred micrograms per liter
(500 µg/L) for 2,4-dinitrophenol and for 2-methyl-4,6-dinitrophenol; and one milligram per liter (1 mg/L) for
antimony;
(3) Five times the maximum concentration value reported for that pollutant in the permit application.
b. That any activity has occurred or will occur which would result in any discharge, on a non -routine or infrequent
basis, of a toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the
following "notification levels";
(1) Five hundred micrograms per liter (500 µg/L);
(2) One milligram per liter (1 mg/L) for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system covered
by this permit. The Division may require specific measures during deactivation of the system to prevent adverse
impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit continue at the
permitted facility.
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PART IV
SPECIAL CONDITIONS FOR MUNICIPAL FACILITIES
Section A. Definitions
In addition to the definitions in Part II of this permit, the following definitions apply to municipal facilities:
Indirect Discharge or Industrial User
Any non -domestic source that discharges wastewater containing pollutants into a POTW regulated under section
307(b), (c) or (d) of the CWA. [40 CFR 403.3 (i) and 0) and 15A NCAC 02H .0903(b)(11)]
Interference
Inhibition or disruption of the POTW treatment processes; operations; or its sludge process, use, or disposal which
causes or contributes to a violation of any requirement of the Permittee's (or any satellite POTW's if different from the
Permittee) NPDES, collection system, or non -discharge permit or prevents sewage sludge use or disposal in
compliance with specified applicable State and Federal statutes, regulations, or permits. [15A NCAC 02H
.0903(b)(14)]
Pass Through
A discharge which exits the POTW into waters of the State in quantities or concentrations which, alone or with
discharges from other sources, causes a violation, including an increase in the magnitude or duration of a violation, of
the Permittee's (or any satellite POTW's, if different from the Permittee) NPDES, collection system, or non -discharge
permit. [15A NCAC 02H .0903(b)(23)]
Publicly Owned Treatment Works (POTW)
A treatment works as defined by Section 212 of the CWA, which is owned by a State or local government organization.
This definition includes any devices and systems used in the storage, treatment, recycling and reclamation of municipal
sewage or industrial wastes of a liquid nature. It also includes the collection system, as defined in 15A NCAC 2T
.0402, only if it conveys wastewater to a POTW treatment plant. The tern also means the local government
organization, or municipality, as defined in section 502(4) of the CWA, which has jurisdiction over indirect discharges
to and the discharges from such a treatment works. In this context, the organization may be the owner of the POTW
treatment plant or the owner of the collection system into which an indirect discharger discharges. This second type of
POTW maybe referred to as a "satellite POTW organization." [15A NCAC 02H .0903(b)(26)]
"Significant Industrial User" or "SIU"
An Industrial User that discharges wastewater into a publicly owned treatment works and that [15A NCAC 02H
.0903(b)(33)]:
1. Discharges an average of 25,000 gallons per day or more of process wastewater to the POTW (excluding sanitary,
noncontact cooling and boiler blowdown wastewaters); or
2. Contributes process wastewater which makes up five percent or more of the NPDES or non -discharge permitted
flow limit or organic capacity of the POTW treatment plant. In this context, organic capacity refers to BOD, TSS
and ammonia; or
3. Is subject to categorical standards under 40 CFR Part 403.6 and 40 CFR Parts 405-471; or
4. Is designated as such by the Permittee on the basis that the Industrial User has a reasonable potential for adversely
affecting the POTW's operation or for violating any pretreatment standard or requirement, or the POTW's effluent
limitations and conditions in its NPDES or non -discharge permit, or to limit the POTW's sludge disposal options;
5. Subject to approval under 15A NCAC 02H .0907(b), the Permittee may determine that an Industrial User meeting
the criteria in paragraphs 1 or 2 of this definition above has no reasonable potential for adversely affecting the
POTW's operation or for violating any pretreatment standard or requirement, the POTW's effluent limitations and
conditions in its NPDES or non -discharge permit, or to limit the POTW's sludge disposal options, and thus is not a
Significant Industrial User (SIU); or
6. Subject to approval under 15A NCAC 02H .0907(b), the Permittee may determine that an Industrial User meeting
the criteria in paragraph 3 of this definition above meets the requirements of 40 CFR Part 403.3(v)(2) and thus is a
non -significant categorical Industrial User.
Section B. Publicly Owned Treatment Works (POTWs)
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All POTWs must provide adequate notice to the Director of the following [40 CFR 122.42(b)]:
1. Any new introduction of pollutants into the POTW from an indirect discharger, regardless of the means of
transport, which would be subject to section 301 or 306 of CWA if it were directly discharging those pollutants;
and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger as
influent to that POTW at the time of issuance of the permit.
3. For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of effluent
introduced into the POTW, and (2) any anticipated impact that may result from the change of the quantity or
quality of effluent to be discharged from the POTW.
Section C. Municipal Control of Pollutants from Industrial Users.
l . Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from Industrial Users
discharging to the POTW may be present in the Permittee's discharge. At such time as sufficient information
becomes available to establish limitations for such pollutants, this permit may be revised to specify effluent
limitations for any or all of such other pollutants in accordance with best practicable technology or water quality
standards.
2. Prohibited Discharges
a. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibition against the
introduction of pollutants or discharges into the waste treatment system or waste collection system which
cause or contribute to Pass Through or Interference as defined in 15A NCAC 02H .0900 and 40 CFR 403. [40
CFR 403.5(a)(1)]
b. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibitions against the
introduction of the following wastes in the waste treatment or waste collection system [40 CFR 403.5(b)]:
(1) Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees Centigrade
using the test methods.specified in 40 CFR 261.21;
(2) Pollutants which cause corrosive structural damage to the POTW, but in no case discharges with pH lower
than 5.0, unless the works is specifically designed to accommodate such discharges;
(3) Solid or viscous pollutants in amounts which cause obstruction to the flow in the POTW resulting in
Interference;
(4) Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow rate
and/or pollutant concentration which will cause Interference with the POTW;
(5) Heat in amounts which will inhibit biological activity in the POTW resulting in Interference, but in no
case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40°C (1047)
unless the Division, upon request of the POTW, approves alternate temperature limits;
(6) Petroleum oil, non -biodegradable cutting oil, or products of mineral oil origin in amounts that will cause
Interference or Pass Through;
(7) Pollutants which result in the presence of toxic gases, vapors, or fumes within the POTW in a quantity that
may cause acute worker health and safety problems; or
(8) Any trucked or hauled pollutants, except at discharge points designated by the POTW.
c. The Permittee shall investigate the source of all discharges into the POTW, including slug loads and other
unusual discharges, which have the potential to adversely impact the Permittee's Pretreatment Program and/or
the operation of the POTW.
The Permittee shall report such discharges into the POTW to the Director or the appropriate Regional Office.
Any information shall be provided orally within 24 hours from the time the Permittee became aware of the
circumstances. A written submission shall also be provided within 5 days of the time the Permittee becomes
aware of the circumstances. The written submission shall contain a description of the discharge; the
investigation into possible sources; the period of the discharge, including exact dates and times; if the
discharge has not ceased, the anticipated time it is expected to continue; and steps taken or planned to reduce,
eliminate, and prevent reoccurrence of the noncompliance,
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3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the Permittee to
supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to ensure compliance by
the Permittee with all applicable effluent limitations. Such actions by the Permittee may be necessary regarding
some or all of the industries discharging to the municipal system.
4. The Permittee shall require any Industrial User (ICJ) discharging to the POTW to meet Federal Pretreatment
Standards developed under Section 307(b) of the Act as amended (which includes categorical standards and
specific local limits, best management practices and narrative requirements). Prior to accepting wastewater from
any Significant Industrial User (SIU), the Permittee shall either develop and submit to the Division a new
Pretreatment Program or, as necessary, a modification of an existing Pretreatment Program, for approval as
required under section D below as well as 15A NCAC 02H .0907(a) and (b). [40 CFR 122.440)(2)]
5. This permit shall be modified, or alternatively, revoked and reissued, to incorporate or modify an approved POTW
Pretreatment Program or to include a compliance schedule for the development of a POTW Pretreatment Program
as required under Section 402 (b)(8) of the CWA and implementing regulations or by the requirements of the
approved State pretreatment program, as appropriate.
Section D. Pretreatment Programs
Under authority of sections 307 (b) and (c) and 402(b)(8) of the CWA and implementing regulations 40 CFR 403,
North Carolina General Statute 143-215.3(14) and implementing regulations 15A NCAC 02H .0900, and in accordance
with the approved pretreatment program, all provisions and regulations contained and referenced in the pretreatment
program submittal are an enforceable part of this permit. [40 CFR 122.440)(2)]
The Permittee shall operate its approved pretreatment program in accordance with Section 402(b)(8) of the CWA, 40
CFR 403, 15A NCAC 02H .0900, and the legal authorities, policies, procedures, and financial provisions contained in
its pretreatment program submission and Division approved modifications thereof. Such operation shall include but is
not limited to the implementation of the following conditions and requirements. Terms not defined in Part II or Part IV
of this permit are as defined in 15A NCAC 02H .0903 and 40 CFR 403.3.
1. Sewer Use Ordinance (SUO)
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program. [15A
NCAC 02H .0903(b)(32), .0905 and .0906(b)(1); 40 CFR 403.8(f)(1) and 403.9(b)(1) and (2)]
Industrial Waste Survey (IWS)
The Permittee shall implement an IWS consisting of the survey of users of the POTW collection system or
treatment plant, as required by 40 CFR 403.8(f)(2)(i-iii) and 15A NCAC 02H .0905 [also 40 CFR 122.440)(1)],
including identification of all Industrial Users that may have an impact on the POTW and the character and amount
of pollutants contributed to the POTW by these Industrial Users and identification of those Industrial Users
meeting the definition of SIU. Where the Permittee accepts wastewater from one or more satellite POTWs, the
IWS for the Permittee shall address all satellite POTW services areas, unless the pretreatment program in those
satellite service areas is administered by a separate Permittee with an approved Pretreatment Program. The
Permittee shall submit a summary of its IWS activities to the Division at least once every five years, and as
required by the Division. The IWS submission shall include a summary of any investigations conducted under
paragraph C.2.c. of this Part. [15A NCAC 02H .0903(b)(13), .0905 and .0906(b)(2); 40 CFR 403.8(f)(2) and 403.9]
3. Monitoring Plan
The Permittee shall implement a Division -approved Monitoring Plan for the collection of facility specific data to
be used in a wastewater treatment plant Headworks Analysis (HWA) for the development of specific pretreatment
local limits. Effluent data from the Plan shall be reported on the DMRs (as required by Parts II.D and II.E.S.). [15A
NCAC 02H .0903(b)(16), .0906(b)(3) and .0905]
4. Headworks Analysis (HWA) and Local Limits
The Permittee shall obtain Division approval of a HWA at least once every five years, and as required by the
Division. Within 180 days of the effective date of this permit (or any subsequent permit modification) the
Permittee shall submit to the Division a written technical evaluation of the need to revise local limits (i.e., an
updated HWA or documentation of why one is not needed) [40 CFR 122.44]. The Permittee shall develop, in
accordance with 40 CFR 403.5(c) and 15A NCAC 02H .0909, specific Local Limits to implement the prohibitions
listed in 40 CFR 403.5(a) and (b) and 15A NCAC 02H .0909. Pursuant to 40 CFR 403.5, local limits are
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enforceable Pretreatment Standards as defined by 40 CFR 403.3(1). [15A NCAC 02H .0903(b)(10), .0905, and
.0906(b)(4)].
5. Industrial User Pretreatment Permits (IUP) & Allocation Tables
In accordance with NCGS 143-215.1, the Permittee shall issue to all Significant Industrial Users, permits for
operation of pretreatment equipment and discharge to the Permittee's collection system or treatment works. These
permits shall contain limitations,; sampling protocols, reporting requirements, appropriate standard and special
conditions, and compliance schedules as necessary for the installation of treatment and control technologies to
assure that their wastewater discharge will meet all applicable pretreatment standards and requirements. The
Permittee shall maintain a current Allocation Table (AT) which summarizes the results of the HWA and the limits
from all IUPs. Permitted ]UP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA. [15A NCAC 02H .0906(b)(6), .0909, .0916, and .0917; 40 CFR 403.5, 403.8(f)(1)(iii);
NCGS 143 215.67(a)]
6. Authorization to'Construct (AtQ
The Permittee shall ensure that an Authorization to Construct permit (AtC) is issued to all applicable Industrial
Users for the construction or modification of any pretreatment facility. Prior to the issuance of an AtC, the
proposed pretreatment facility and treatment process must be evaluated for its capacity to comply with all
Industrial User Pretreatment Permit (IU:P) limitations. [15A NCAC 02H .0906(b)(7) and .0905; NCGS 143-
215.1(a)(8)]
7. POTW Inspection & Monitoring of their IUs
The Permittee shall conduct inspection, surveillance, and monitoring activities as described in its Division
approved pretreatment program in order to determine, independent of information supplied by Industrial Users,
compliance with applicable pretreatment standards. [15A NCAC 02H .0908(e); 40 CFR 403.8(f)(2)(v)] The
Permittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year;
b. Sample all Significant Industrial Users (SIUs) at least once per calendar year for all SIU permit -limited
parameters including flow except as allowed under 15A NCAC .0908(e); and
c. At least .once per year, document an evaluation of any non -significant categorical Industrial User for
compliance with the requirements in 40 CFR 403.3(v)(2), and either continue or revoke the designation as non-
significant.
8. IU Self 1Vlonitorin a� nd Reporting
The Permittee shall require all Industrial. Users to comply with the applicable monitoring and reporting
requirements outlined in the Division -approved pretreatment program, the industry's pretreatment permit, or in 15A
NCAC '02H .0908. [l SA NCAC 02H .0906(b)(5) and .0905; 40 CFR 403.8(f)(1)(v) and (2)(iii); 40 CFR
122.440)(2) and 40 CFR 403.12]
9. Enforcement Response Plan (ERP)
The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b) and (c) of the CWA (40 CFR 405 et. seq.), prohibitive discharge standards
as set forth in 40 CFR 403.5 .and 15A NCAC 02H .0909, specific local limitations, and other pretreatment
requirements. All remedies, enforcement actions and other,, shall be consistent with the Enforcement Response
Plan (ERP) approved by the Division. [15A NCAC 02H .0903(b)(7), .0906(b)(8) and .0905; 40 CFR 403.8(f)(5)]
10. Pretreatment Annual Reports (PAR)
The Permitteei shall report to the Division in accordance with 15A NCAC 02H .0908. In lieu of submitting annual
reports, Modified Pretreatment Programs developed under 15A NCAC 02H .0904 (b) may be required to submit a
partial annual report or to meet with Division personnel periodically to discuss enforcement of pretreatment
requirements and other pretreatment implementation issues.
For all other active pretreatment programs, the Permittee shall submit two copies of'a Pretreatment Annual Report
(PAR) describing its pretreatment activities over the previous calendar year to the Division at the following
address:
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NPDES Permit Standard Conditions ,
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NC DENR / Division of Water Resources / Water Quality Permitting Section
Pretreatment, Emergency Response, and Collection Systems (PERCS) Unit.
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
These reports shall be submitted by March 1 of each year and shall contain the following:
a. Narrative
A narrative summary detailing actions taken, or proposed, by the Permittee to correct significant non-
compliance and to ensure compliance with pretreatment requirements;
b. Pretreatment Program Summary (PPS)
A pretreatment program summary (PPS) on forms or in a format. provided by the Division;
C. Significant Non -Compliance Report (SNC'R)
A list of Industrial Users (IUs) in significant noncompliance (SNC) with pretreatment requirements, and the
nature of the violations on forms or in a format provided by the Division;
d. Industrial Data Summary Forms (IDSF)
Monitoring data from samples collected by both the POTW and the Significant Industrial Users (SIUs). These
analytical results must be reported on Industrial Data. Summary Forms (IDSF) or on other forms or in a format
provided by the Division;
e. Other Information
Copies of the POTW's allocation table, new or modified enforcement compliance schedules, public notice of
IUs in SNC, a summary of data or other information related to significant noncompliance determinations for
IUs that are not considered SIUs, and any other information, upon request, which in the opinion of the Director
is needed to determine compliance with the pretreatment implementation requirements of this permit;
11.:Public Notice
The Permittee shall publish annually a list of Industrial Users (lUs) that were in significant noncompliance (SNC)
as defined in the Permittee's Division -approved Sewer Use Ordinance with applicable pretreatment requirements
and standards during the previous twelve month period. This list shall be published, within four months of the
applicable twelve-month period. [15A NCAC 02H .0903(b)(34), .0908(b)(5) and .0905 and 40 CFR
403.8(f)(2)(viii)]
12. Record Keeping
The Permittee shall retain for a minimum of three years records of monitoring activities and results, along with
support information including general records, water quality records, and records of industrial impact on the
POTW and shall retain all other Pretreatment Program records as required by 15A NCAC 02H .0908(f). [15A
NCAC 02H .0908(f); 40 CFR 403.12(o)]
13. Pretreatment Program Resources
The Permittee shall maintain adequate funding and qualified personnel to accomplish the objectives of its approved
pretreatment program. and retain a written description of those current levels of inspection. [15A NCAC 02H
.0906(b)(9) and (10) and .0905; 40 CFR 403.8(f)(3), 403.9(b)(3)]
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits modifications, POTW
monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan modifications, shall be considered a
permit modification and shall be governed by 40 CFR 403.18, 15 NCAC 02H .0114 and 15A NCAC 02H .0907.
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ppppppp-
Water Quality Lab & Operations, Inc.
P.O. Box 1167/ 1522 Tynecastle Highway
Banner Elk, NC 28604
Ph. 828-898-6277 Fax [phone]
January 17, 2020
G. Landon Davidson, P.G.
Asheville Regional Office
2090 US Hwy 70
Swannanoa, NC 28778
Case No. LV-2019-0336, Case No. LV-2019-0337
Dear Mr. Davidson:
Concerning the above penalty assessments for the GGCC Utility WWTP, we would like
to formally request a remission or mitigation on both penalties. Both instances were due
to an excess of rain at the time combined with additional traffic on a holiday weekend,
not any failure of the plant. The exceedance in flow was distributed over two months'
DMRs as a result of the timing of the occurrence at the end of June and first part of July
for -the Independence Day holiday weekend. In both instances, it is worth noting that the
flow was exceeded by volume through the plant, not that there was any instance of a
Sanitary Sewer Overflow.
Thank you for your time and consideration. Please feel free to contact us if we can be of
further assistance.
Sincerely,
Paul Isenhour
Laboratory Manager
s

Water Quality Lab & Operations, Inc.
P.O. Box 1167/ 1522 Tynecastle Highway
Banner Elk, NC 28604
Ph. 828-898-6277 Fax [phone]
September 5, 2019
D
G. Landon Davidson, P.G. SEp I 1 2019
Asheville Regional Office
2090 US Hwy 70 erations
Swannanoa, NC 28778 Water Quality Regional Op
Asheville Regional Office
Re: GGCC Utility WWTP, NOV-2019-LV-0634
Dear Mr. Davidson:
Concerning the above -noted NOV, we do acknowledge the non-compliance for the
monthly average exceedance for the GGCC Utility WWTP Plant. We believe the higher
flows were caused by a combination of the rainfalls received around that time, as well as
the additional traffic due to the July 41h Holiday week. Were either of these to occur in a
singular instance, we do believe that the plant's flows would have been compliant, but
that the combination of the two contributed to and caused the non-compliance. This
occurred at the same time as the previous NOV for flow, NOV-2019-LV-0556. We ask at
this time that you forego assessing a civil penalty.
Thank you for your time and consideration. Please feel free to contact us if we can be of
further assistance.
Sadd Brewer v
Operations Manager
CC: Alan Shuping

>pe ID: B91 DDA24-7C47-45D4-957A-28FCOE84D77D
Roy COC1M
HAEL ss REGA a
,t ]INDA C LPEPPE .
Certified bail # 7019 0700 0000 8867 6111
Return Receipt Requested
August 30, 2019
-.
1 A �a
SEP 1 120199
!alit.Y Regional Operations
ol fe,'iiie Regional Office
Alan,Shuping, Director of Facilities & Infrastructure
__.
GGCC Utility Inc -
PO Box 368
Linville,. NC 28646
SUBJECT: NOTICE OF VIOLATION & INTENT TO ASSESS CIVIL PENALTY
Tracking Number: NOV-2019-LV-0634
Permit No. NCO023124
GGCC Utility WWTP
Avery County
Dear Permittee:
A review of the July 2019 Discharge Monitoring Report (DMR) for the subject facility revealed the violation(s)
indicated below:
Limit Exceedance Violation(s)•
Sample Limit Reported
Location Parameter Date Value Value Type of Violation
UU1 trrluent Flow, in conduit or thru 7/31/2019 0.07 0.085 Monthly Average Exceeded
treatment plant (50050) --
A Notice of Violation/Intent to Issue Civil Penalty is being issued for the noted violation of North Carolina General
Statute (G.S.) 143-215.1 and the facility's NPDES WW Permit. Pursuant to G.S. 143-21S.6A, a civil penalty of
not more than twenty-five thousand dollars ($25,000.00) may be assessed against any person who violates or
fails to act in accordance with the terms, conditions, or requirements of any permit issued pursuant to G.S.
143-215.1.

)pe ID: 691DDA24-7C47-45D4-957A-28FCOE84D77D
h to provide additional information regarding the noted violation, request technical assistance, or
alscuss overall compliance please respond in writing within ten (10) business days after receipt of this Notice. A
review of your response will be considered along with any information provided on the submitted Monitoring
Report(s). You will then be notified of any civil penalties that may be assessed regarding the violations. If no
response is received in this Office within the 10-day period, a civil penalty assessment may be
prepared.
Remedial actions should have already been taken to correct this problem and prevent further occurrences in the
future. The Division of Water Resources may pursue enforcement action for this and any additional violations of
State law. If the violations are of a continuing nature, not related to operation and/or maintenance problems,
and you anticipate remedial construction activities, then you may wish to consider applying for a Special Order by
Consent.
Reminder: Pursuant to Permit Condition 6 in Section E, the Permittee is required to verbally notify the Regional
Office as soon as possible, not to exceed 24 hours, from first knowledge of any non-compliance at
the facility including limit violations, bypasses of, or failure of a treatment unit. A written report may
be required within 5 days if directed by Division staff. Prior notice should be given for anticipated or
potential problems due to planned maintenance activities, taking units off-line, etc.
If you have any questions concerning this matter or to apply for an SOC, please contact Daniel Boss of the
Asheville Regional Office at 828-296-4500.
Sincerely,
[DocuSigned by:
7E617A38285848C...
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations Section
Asheville Regional Office
Division of Water Resources, NCDEQ
Ec: WQS ARO Server
Laserfiche
G:\4VR\WQ\Avery\Wastewater\flinors\66CC Utility 23124\Vioiations&Enforcements\2fl490830_NC04231-24_NOVNOI2019LV0634:rtf -

Water Quality Lab & Operations, Inc.
P.O. Box 1167/ 1522 Tynecastle Highway
Banner Elk, NC 28604
Ph. 828-898-6277 Fax [phone]
July 31, 2019
Ms. Emily Phillips, Enviromnental Specialist
NCDEQ/DWR/Compliance and Expedited Pennitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Via E-mail to [e-mail]
Re: GGCC WWTP NPDES NC0023124
Dear Ms. Phillips:
03 111�
AUG 19 2019
Water Quality Regional Operaticr
Asheville Regional Uf c,
Please find enclosed an application for the pen -nit renewal for Grandfather Golf and
Country Club WWTP. All items on the checklist are included with the pen -nit renewal.
There have been no significant changes to the facility since the previous pen -nit cycle.
If we can be of further assistance, please do not hesitate to contact us.
Sincerely,
C -
JaP Brewer
Signatory Authority

July 31, 2019
Wastewater Branch
Water Quality Permitting Section
Division of Water Resources
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: Delegation of Signature Authority
Grandfather Golf and Country Club
NPDES Number NCO023124
To Whom It May Concern:
By notice of this letter, I hereby delegate signatory authority to the following individual
for all permit applications, discharge monitoring reports, and other information relating to
the operations at the subject facility as required by all applicable federal, state, and local
environmental agencies specifically Frith the requirements for signatory authority as
specified in 15A NCAC 2B.0506.
Jadd Brewer
Operations Manager
P.O. Box 1167
1522 Tynecastle Hwy Banner Elk, NC 28604
[e-mail]
828-898-6277
828-260-2027
If you have any questions regarding this letter, please feel free to contact me at 828-898-
4531.
Sincerely,
Alan SIYuping
Director of Facilities and Infrastructure
Grandfather Gott and Country Club
P.O. Box 368, Linville, NC 28646
[e-mail]
828-898-4531
cc: Asheville Regional Office, Water Quality Permitting Section

Water Quality Lab & Operations, Inc.
P.O. Box 1167/ 1522 Tynecastle Highway
Banner Elk, NC 28604
Ph. 828-898-6277 Fax [phone]
I, the undersigned, do hereby give my permission and grant my authority as the Director
of Facilites and Infrastructure of GGCC Utility Co., to Jadd Brewer, Co-Owner/Operator
of Water Quality Lab and Operations, Inc. to complete, sign and submit the Wastewater
Permit Renewal Application for GGCC WWTP for 2019/2020.
This is the _ day of t.11 15-1 2019.
Printed Nance and Title: Alan Shuping, Director of Facilities and Infrastructure
Signature:

NOWPP,
NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD
Mail the complete application to:
N. C. DENR / Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit INCO023124
If you are completing this form in computer use the TAB key or the up - down arrows to move from one
field to the next. To check the boxes, click your mouse on top of the box. Otherwise, please print or type.
1. Contact Information:
Owner Name
GGCC Utility, Inc.
Facility Name
Grandfather Golf and Country Club WWTP
Mailing Address
P.O. Box 368, c/o Mr. Alan Shuping
City
Linville
State / Zip Code
NC 28646
Telephone Number
[phone] ext 108
Fax Number
[phone]
e-mail Address
ashupingcLgrandfatherclubnc.com
2. Location of facility producing discharge:
Check here if same address as above ❑
Street Address or State Road 2120 NC Hwy 105 South
City Linville
State / Zip Code NC 28646
County Avery
3. Operator Information:
Name of the firm, public organization or other entity that operates the facility
referring to the Operator in Responsible Charge or ORC)
Name Water Quality Lab and Operations, Inc.
Mailing Address P.O. Box 1167
city
State / Zip Code
(Note that this is not
Banner Elk
all"
NC 28604
1
I
Telephone Number --T
Fax Number [phone]
e-mail Address waterqualitylab cueration�yahoo.com Asheville Regional I;ce
1 of 3 Form-D 11/12

PPP
NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD
4. Description of wastewater:
Facility Generating Wastewater(check all that apply):
Industrial
❑
Number of Employees
Commercial
®
Number of Employees 50
Residential
®
Number of Homes 192
School
❑
Number of Students/Staff
Other
❑
Explain:
Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers,
restaurants, etc.):
Homes and Club Facilities
Number of persons served: 415, but the population is seasonal and is reduced by half in winter
months
5. Type of collection system
® Separate (sanitary sewer only) ❑ Combined (storm sewer and sanitary sewer)
6. Outfall Information:
Number of separate discharge points 1
Outfall Identification number(s) 001
Is the outfall equipped with a diffuser? ❑ Yes ® No
7. Name of receiving stream(s) (hWW applicants: Provide a map showing the exact location of each
outfall):
Linville River subbasin 03-08-39 of the Catawba River Basin
8. Frequency of Discharge: ® Continuous ❑ Intermittent
If intermittent:
Days per week discharge occurs: Duration: _
9. Describe the treatment system
List all installed components, including capacities, provide design removal for BOD, TSS, nitrogen and
phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a
separate sheet of paper.
Influent Screening
Pre -aeration basin
16 aeration basins
4 clarifiers (dual train with valves to separate treatment trains(
Sludge holding tank
Back-up chlorination and dechlorination equipment
Tertiary Filtration
Flow meter
Effluent Composite sampler
UV disinfection
Re -aeration basin
20`3 FayM D 11i12

PPPP
NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD
10. Flow Information:
Treatment Plant Design flow 0.07 MGD
Annual Average daily flow 0.0269 MGD (for the previous 3 years)
Maximum daily flow 0.36 MGD (for the previous 3 years)
11. Is this facility located on Indian country?
❑ Yes
/I
12. Effluent Data
NEW APPLICANTS: Provide data for the parameters listed. Fecal Coliform, Temperature and pH shall be grab
samples, for all other parameters 24-hour composite sampling shall be used. If more than one analysis is reported,
report daily maximum and monthly average. If only one analysis is reported, report as daily maximum.
RENEWAL APPLICANTS: Provide the highest single reading (Daily Maximum) and Monthly Average over
the past 36 months for parameters curre thl in z our permit. rlc other parameters "N/A".
Parameter
Daily
Maximum
Monthly
Average
Units of
Measurement
Biochemical Oxygen Demand (BOD;)
36
17.7
mg/L
Fecal Coliform
400
33.27
cuf/ 100mL
Total Suspended Solids
40
18.03
mg/L
Temperature (Summer)
29
27.2
° C
Temperature (Winter)
16
14
°C
PH
8.1
7.5
s/u
13. List all permits, construction approvals and/or applications:
Type Permit Number Type
Hazardous Waste (RCRA)
UIC (SDWA)
NPDES NCO023124
PSD (CAA)
Non -attainment program (CAA)
14. APPLICANT CERTIFICATION
NESHAPS (CAA)
Ocean Dumping (MPRSA)
Dredge or fill (Section 404 or CWA)
Other
Permit Number
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
PrinteeA name of Person Signing
81-
of Applicant Date
rth arolina General Statute 143-215.6 (b)(2) states: Any person who knowingly makes any false statement representation, or certification in any
ap ation, record, report, plan, or other document files or required to be maintained under Article 21 or regulations of the Environmental Management
Commission implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method
required to be operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, shall be
guilty of a misdemeanor punishable by a fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001
provides a punishment by a fine of not more than $25,000 or imprisonment not more than 5 years, or both, for a similar offense.)
3 of 3 Fc,iI, J 11112

Water Quality Lab & Operations, Inc.
P.O. Box 1167/ 1522 Tynecastle Highway
Banner Elk, NC 28604
Ph. 828-898-6277 Fax [phone]
GRANDFATHER GOLF AND COUNTRY CLUB N`NVTP SLUDGE
MANAGEMENT
Sludge is managed via a commercial hauler, Triple T located on 1372 NC Hwy 194
N, Boone, NC 28607.

)ne:
zip:$C��
Email. Address:
Signature: Date:
Facility Name: /lf 1V�1Zc� �& hermit#
County: 1
YOU MUST SUBMIT A SEPARATE FORM FOR EACH TYPE AND CLASSIFICATION OF SYSTEM:
Facility Type: Select AA W
Facility Grade: I Select
'OPERATOR IN RESPONSIBLE CHARGE (ORC)
Print Full Name: VF -TAq t Work Phone:
Certificate Type: Select LOU1 Certificate Grade: Select �jr Certificate M
Email Address: M PAf)r)I F)'--1L.t7 4/1M.4-r/ c.{,.,I
Signature: Effective Date: II— I
1 certify that I agree to my designation as the Operator in Responsible Charge for the facility noted. I understand and will abide by the
rules and regulations pertaining to the responsibilities of the ORC as set forth In 15A NCAC 08G _0204 and failing to do so can result in
.Disciplinary Actions by the Water Pollution Control System Operators Certification Commission.'
BACKUP 0RC
Print Full Narne: PAUL- CD!>L?Ai ,J) ��FfJt�pv_� Work Phone:
Certificate Type: Select (A) Certificate Grade: Select Certificate
Email Address:
Signature:
WATER POLLUTION CONTROL SYSTEM OPERATOR DESIGNATION FORM (WPCSOCC)
NCAC 15A 8G .0201
Press TAB to enter information
Permittee Owner/officer Name: t i ,&aQ B Q,r,f tJ FA A-,, S 7rA ii)--r0-i2- a
Mailing Address: b _jJ ph
City: State: N e-,
no]
Effective Date: f�
"I Certify that I agree t$�y designation os(a-BVF'k_-UP Operator in Responsible Charge for the facility noted. I understand and will abide by
the rules and regulations pertaining to the responsibilities of the ORC as set forth In 15A 1VC4C 08G ,0204 and failing to do so can result in
,Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Mail, fax or email WPCSOCC, 1618 Mail Service Center, Fax• 919-15- 2
ORIGINAL to: Raleigh, NC 27699-1618 7 27 6 Email: ceCE3d'iriiri@pcderir;go
Mall or Fax Asheville
Fayetteville
Mooresville
Raleigh
a COPY to: 2090 US Hwy 70
27-5 Green St,, Suite 714
610 E. Center Ave., Suite 301
3800 Barrett Dr.
Swannanoa, NC 28778
Fayetteville, NC 28301-5043
Mooresville, NC 28115
Raleigh, NC 27609
Fax.,828-299-7043
Fax:[phone]
Fax:[phone]
Fax:[phone]
Phone:[phone]
Phone:[phone]
Phone.[phone]
Phone:[phone]
Washington
943 Washington Sq. Mall
Washington, NC 27889
Fax:[phone]
Phone: [phone]
Wilmington
127 Cardinal Dr.
Wilmington, NC 284CS-2845
Fax: [phone]
Phone: [phone],15
Winston-Salem
45 W. Hanes Mall Rd.
Winston-Salem, NC 27105
Fax: [phone]
Phone: [phone]
Ravlmd 412016

WPCSOCC Operator Designation Form (continued) Page 2
Facility Name: dacy, Permit 4: N(6b2312 q
BACKUP ORC
Print Full Name: _,�,4p� ��L�i� A �r,ETU-)FF, Work Phone:
Certificate Type: Select Certificate Grade: Select PC
Certificate M
Email Address:
Signature: el �/ Effective Date, II-M-7
"1 certify that I agree to my designatXthe
as quick -up o��ator in Responsible Charge for the facility noted_ I understand and will abide by
the rules and regulations pertaining responsibilities of the QRC as setforth in 15A NCAC 08G .0204 and fafling to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
BACKUP ORC
Print Full Name: Work Phone:
Certificate Type: Select Certificate Grade: Select^ Certificate #: qt
Email Address:161
Signature: Effective Date:
"1 certify that 1 agree to my designation as a Buck -up operator in Responsible Charge for the facility noted. 1 understand and will abide by
the rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G _0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
BACKUP ORC
Print Full Name:
Certificate Type: Select Certificate Grade: Select
Email Address:
Signature:
Work Phone:
Certificate #:
Effective Date:
"1 certify that 1 agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. 1 understand and will abide by
the rules and regulations pertaining to the responsibilities of the ORC as set forth in 1SA NCAC08G .0204 and failing to do so can result in
015cip1fnaryActions by the Water Pollution Control System Operators Certification Commission_"
BACKUP ORC
Print Full Name: Work Phone:
Certificate Type: Select
Email Address:
5ignature:
Certificate Grade: Select
Certificate #:
Effective Date: —
"/certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. 1 understand and will abide by
the rules and regulations pertaining to the responsibilities of the ORC asset forth in 1SA NC4C 08G _0204 and falling to do so can result In
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
RQvfseci 447016

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C.20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 IN 1 2 15 I 3 I NCO023124 I11 121 16/06/03 I17 18 I C I 19 L G j 201
211 I I I I I I I I I II I I I I I 11.I I I I I I I I I I I I I I I I II I I I I I f6
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA -- Reserved------
67 70 Iu I 72 Lnj 73 L74 751 I I I I I
71 itJ
80
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
10:OOAM 16/06/03
15/02/01
GGCC Ublity WWTP
NC Hwy 105
Exit Time/Date
Permit Expiration Date
Linville NC 28646
11:30AM 16/06/03
20/01/31
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Richard P Foutz,PO Box 368 Linville NC 28646//828-898-4531/
No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit N Flow Measurement Operations & Maintenance 0 Records/Reports
Self -Monitoring Program E Facility Site Review Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Linda S Wiggs ARO WQ//828-296-4500 Ext.4653/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page#

NPDES yr/mo/day Inspection Type
31 NCO023124 I1 12 16/06/03 17 18 1 C
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Page#

Permit: NCO023124
tion Date: 06/03/2016
ions &Maintenance
Is the plant generally clean with acceptable housekeeping?
[.9. �'bj
Owner -Facility: GGCC utility wwrp
Inspection Type: Compliance Evaluation
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable
Solids, pH, DO, Sludge Judge, and other that are applicable?
Comment:
Permit
(If the present permit expires in 6 months or less). Has the permittee submitted a new
application? ' �—J/ Cam— ?--0
J
Is the facility as described in the permit?
# Are there any special conditions for the permit?
Is access to the plant site restricted to the general public?
ly
Is the inspector granted access to all areas for inspection? V
Comment:
Record Keeping
Are records kept and maintained as required by the permit?
Is all required information readily available, complete and current?
Are all records maintained for 3 years (lab. reg. required 5 years)?
Are analytical results consistent with data reported on DMRs?
Is the chain -of -custody complete?
Dates, times and location of sampling
Name of individual performing the sampling
Results of analysis and calibration
Dates of analysis
Name of person performing analyses
Transported COCs
Are DMRs complete: do they include all permit parameters?
Has the facility submitted its annual compliance report to users and DWQ? ZV41
(If the facility is = or > 5 MGD permitted flow) Do they operate 24/7 with a certified operator
on each shift? �/
Is the ORC visitation log available and current?/'
Is the ORC certified at grade equal to or higher than the facility classification?
Is the backup operator certified at one grade less or greater than the facility classification? I j
Is a copy of the current NPDES permit available on site?
Yes No NA NE
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
Yes No NA NE
❑ ❑ ❑ ❑
Yes No NA NE
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
El
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
Page# 3

Permit: NCO023124 Owner -Facility: GGCC Utility WWTP
Inspection Date: 06/03/2016 Inspection Type: Compliance Evaluation
Record Keeping Yes No NA NE
-- Facility has copy of previous year's Annual Report on file for review? ❑ ❑ ❑ ❑
Comment:
Eaualization Basins Yes No NA NE
Is the basin aerated? <156-) Y ❑ ❑ ❑ ❑
Is the basin free of bypass lines or structures to the natural environment?
❑
❑
❑
❑
Is the basin free of excessive grease? A�_
❑
❑
❑
❑
Are all pumps present?
❑
❑
❑
❑
Are all pumps operable.
❑
❑
❑
❑
Are float controls operable?
❑
❑
❑
❑
Are audible and visual alarms operable?
❑
❑
❑
❑
# Is basin size/volume adequate?
❑
❑
❑
❑
Comment. -
Aeration Basins
Yes No NA NE
Mode of operation
Type of aeration system t.
Is the basin free of dead spots?
❑
❑
❑
❑
_ y
Are surface aerators and mixers operational?/ !
��
❑
❑
❑
❑
Are the diffusers operational? �/
❑
❑
❑
❑
Is the foam the proper color for the treatment process? Al�,o
❑
❑
❑
❑
Does the foam cover less than 25% of the basin's surface?
❑
El
El
El
Is the DO level acceptable?
❑
❑
❑
❑
Is the DO level acceptable?(1.0 to 3.0 mg/1)
S / i/ �?/1
❑
❑
❑
❑
Comment:
Secondary Clarifier
Yes No NA NE
Is the clarifier free of black and odorous wastewater? Y
❑
❑
❑
❑
Is the site free of excessive buildup of solids in center well of circular clarifier?�
❑
❑
❑
❑
Are weirs level? C_a,JS
❑
❑
❑
❑
Is the site free of weir blockage?�
❑
❑
❑
❑
Is the site free of evidence of short-circuiting?
❑
❑
❑
❑
Is scum removal adequate? j�
❑
❑
❑
❑
G G L n 0 /
Page#
4
I

r Permit: NC0023124 Owner - Facility: GGCC Utility WWTP
Inspection Date: 06/03/2016 Inspection Type: Compliance Evaluation
Secondary Clarifier
Yes No NA NE
Is the site free of excessive floating sludge?
❑ •
❑
❑
❑
Is the drive unit operational?
❑
❑
❑
❑
Is the return rate acceptable (low turbulence)? /i/
❑
❑
❑
❑
Is the overflow clear of excessive solids/pin floc?
❑
❑
❑
❑
Is the sludge blanket level acceptable? (Approximately '/< of the sidewall depth)
❑
❑
❑
❑
Comment:
Disinfection - UV Yes No NA NE
Are extra UV bulbs available on site? y ❑ ❑ ❑ ❑
Are UV bulbs clean? Y J/ ❑ ❑ ❑ ❑
Is UV intensity adequate?G 7 c`� ❑ ❑ ❑ ❑
Is transmittance at or above designed level?`'� ❑ ❑ ❑ ❑
Is there a backup system on site? -'%�111&/ ❑ ❑ ❑ ❑
Is effluent clear and free of solids? ❑ 1-1 El ElComment: ®r-
Disinfection -Tablet
Are tablet chlorinators operational?
Are the tablets the proper size and type?
Number of tubes in use?
Is the level of chlorine residual acceptable?
Is the contact chamber free of growth, or sludge b up?
Is there chlorine residual prior to de -chlorination?
Comment:
De -chlorination
Type of system ?
Is the feed ratio proportional to chlorine amount (1 to 1)?
Is storage appropriate for cylinders?
# Is de -chlorination substance stored away from c
Comment:
Are the tablets the proper size and type?
Are tablet de -chlorinators operational?
ners?
Yes No NA NE
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
Yes No NA NE
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
Page# 5

Permit: NCO023124 Owner -Facility: GGCC Utility WVVTP
Inspection Date: 06/03/2016 Inspection Type: Compliance Evaluation
De -chlorination Yes No NA NE
Number of tubes in use?
Comment:
Filtration (High Rate Tertiary)
Yes No NA NE
Type of operation:
Is the filter media present?
❑
❑
❑
❑
Is the filter surface free of clogging?
❑
❑
❑
❑
Is the filter free of growth?
❑
❑
❑
❑
Is the air scour operational?
❑
❑
❑
❑
Is the scouring acceptable?
❑
❑
❑
❑
Is the clear well free of excessive solids and filter media?
❑
❑
❑
❑
Comment:
Flow Measurement - Effluent
Yes No NA NE
# Is flow meter used for reporting? l
Is flow meter calibrated annually?
l
1�� VIA
❑ ❑ ❑
❑ ❑ ❑
❑
❑
Is the flow meter operational?
❑ ❑ ❑
❑
(If units are separated) Does the chart recorder match the flow meter'? ❑ ❑ ❑ ❑
Comment
Effluent Sampling
Is composite sampling flow proportional?
Is sample collected below all treatment units?
Is proper volume collected?
Is the tubing clean?
# Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees
Celsius)? !j r —
Is the facility sampling performed as required by the permit (frequency, sampling type
representative)?
Comment: X
Standby Power
Is automatically activated standby power available? (
Ap®
Is the generator tested by interrupting primary power source?
)W; ©�<<j�
Yes No NA NE
❑
. El ❑ ❑
-
/❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
a"M MMMI
Yes No NA NE
❑❑❑❑
❑❑❑❑
Page# 6

Permit: NC0023124 Owner - Facility: GGCC utility wwrP
!ction Date: 06/03/2016 Inspection Type: Compliance Evaluation
by Power Yes No NA NE
Is the generator tested under load? / /_ n ❑ ❑ ❑ ❑
Was generator tested & operational during the i spection? 1 /� ❑ ❑ ❑ ❑
Do the generator(s) have adequate capacity to operate the dntire wastewater site? ❑ ❑ ❑ ❑
Is there an emergency agreement with a fuel vendor for extended run on back-up power?
Is the generator fuel level monitored?
Comment:
Effluent Piae
Is right of way to the outfall properly maintained?/�
Are the receiving water free of foam other than trace amounts and other debris?
If effluent (diffuser pipes are required) are they operating properly?`_--
Comment:
Yes No NA NE
Page# 7

Linda
From: Ted Nye <[e-mail]>
Sent: Friday, June 03, 2016 5:25 PM
To: Wiggs, Linda; [e-mail]; Water Quality Labs
Cc: Ted Nye; Richard Foutz; Sarah Eggers; Melissa Baird
Subject: Confirming Linda Wiggs Site Visit meeting location: Tuesday June 7 at loam
Hi Ms. Wiggs:
I hope your week went well.
Let's plan to meet at the admin building (where you remember meeting before, when you first drive in at 2120 Hwy 105)
at 10am Tuesday. I am not sure where and when the rest of the public staff will be meeting, but Jadd and I will be there,
in the lobby with the window with the, still, great view, at 10am.
Call me on my cell should you have any further questions, 828 260-2207.
Ted
Ted Nye, CMCA, PCAM
Facilities and Public Works Director
Grandfather Village Zoning Administrator
GLAI Community Manager
Grandfather Golf & Country Club
P.O. Box 368 - 2120 Hwy. 105
Linville, NC 28646
[e-mail]
Fax: [phone], off: 828 898-4531, cell 828 260-2207
From: Wiggs, Linda[mailto:linda.wiggsCaancdenr.gov]
Sent: Friday, June 03, 2016 1:54 PM
To: Ted Nye; '[e-mail]'
Subject: RE: Site Visit
Hi Guys,
See below. I did not hear back from anyone, so this is reminder that I need to know where to meet you all next Tuesday
June 7`h at 10:00 on site? Perhaps it would be best to just meet at the entrance offices? I had been there years ago and I
think there is an office/conference building near an entrance? I remember a large window with amazing views?
Q" Ww6
Environmental Senior Specialist —Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ — Division of Water Resources
828 296 4500 office
828 299 7043 fax
Email: linda.wiggs(@,ncdenr.,gov
2090 U.S. Hwy. 70
Swannanoa, N.C. 28778

---:�^---Nothing Compares,---,,—,.
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Wiggs, Linda
Sent: Friday, May 20, 2016 4:21 PM
To: Junis, Charles M <[e-mail]>; Richard Foutz ([e-mail])
<[e-mail]>; Ted Nye <[e-mail]>
Cc: Grantmyre, William <[e-mail]>;'[e-mail]'
<[e-mail]>
Subject: RE: Site Visit
I have informed Jadd Brewer that I will be onsite at 10:00 for a WWTP inspection. Ted, I believe I will need your time for
any sewerline questions. I need to know from you and/or Jadd where I am to meet you that morning, as I am not
familiar with the site?
Thank you,
Q" ��
Environmental Senior Specialist — Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ — Division of Water Resources
828 296 4500 office
828 299 7043 fax
Email: linda.wiggs(cDncdenr.gov
2090 U.S. Hwy. 70
Swannanoa, N.C. 28778
=� Nothing Compares_--_:..
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Junis, Charles M
Sent: Friday, May 20, 2016 3:56 PM
To: Richard Foutz ([e-mail]) <[e-mail]>; Ted Nye
<[e-mail]>; Wiggs, Linda <[e-mail]>
Cc: Grantmyre, William <[e-mail]>
Subject: FW: Site Visit
The plan is for the regulatory agencies to arrive around 10am on June 7ih. The Public Staff would start with the water
system while Ms. Wiggs performs her wwtp and collection system inspections. We will then meet at the wwtp around
11:30ish to discuss her findings.

t weekend!
Huai ics .ivi. Jtiuiis, PE
Engineer
Public Staff- Water Division
North Carolina Utilities Cotnm.ission
430 N. Salisbury St., Raleigh, NC; 27603
4326 Mail Service Center, Raleigh, NC 27699-4326
919.733.5610 (Main Office)
919.733.0891 (Direct)
919.715.6704 (Fax)
[e-mail]
E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may
be disclosed to third parties.
From: Wiggs, Linda
Sent: Friday, May 20, 2016 3:50 PM
To: Junis, Charles M <[e-mail]>
Subject: RE: Site Visit
Sure, I will plan on getting there around 10 also. It will take —1-2 hours for me to go through what I need to so we can
get together at the. WWTP at some point that morning.
C�yr�
Environmental Senior Specialist — Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ — Division of Water Resources
828 296 4500 office
828 299 7043 fax
Email: linda.wiggs(a_ncdenr.gov
2090 U.S. Hwy. 70
Swannanoa, N.C. 28778
—�- "Nothing Compares..--`-,
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Junis, Charles M
Sent: Friday, May 20, 2016 10:41 AM
To: Wiggs, Linda <[e-mail]>
Subject: FW: Site Visit

Linda,
The Public Staff anticipates arriving at GGCC at 10am on June 7th and spending approximately 2 hours inspecting ootn
the water system and wastewater system. If we could catch you on the tail end of your inspection and go over your
findings that would be of great value to us. Would that work with your schedule?
Charles M. Junis, PE
Engineer
Public Staff- Water Division
North Carolina Utilities Commission
430 N. Salisbury St., Raleigh, NC 27603
4326 Mail Service Center, Raleigh, NC 27699-4326
919.733.5610 (Main Office)
919.733.0891 (Direct)
919.715.6704 (Fax)
Charles.junisna psncuc.nc.Qov
E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may
be disclosed to third parties.
From: Richard Foutz[mailto:[e-mail]]
Sent: Monday, May 16, 2016 1:51 PM
To: Junis, Charles M <[e-mail]>; Ted Nye <[e-mail]>; Wiggs, Linda
<[e-mail]>
Cc: Sarah Eggers<[e-mail]>; Grantmyre, William<[e-mail]>
Subject: Site Visit
Charles and Linda,
June 7th seems to work with everyone's schedule, so unless I hear from someone to the contrary, we will see you on
June 7tn
Thank you
Richard
Richard P. Foutz
Chief Financial Officer
Grandfather Golf & Country Club
Office: [phone], Ext. 114
Fax: [phone]
P.O. Box 368 — 2120 Hwy. 105
Linville, NC 28646
www.GrandfatherClubNC.com

From: Junis, Charles M[mailto:[e-mail]]
Sent: Friday, May 13, 2016 1:37 PM
To: '[e-mail]'
Cc:'[e-mail]'; Richard Foutz ([e-mail]); Grantmyre, William
Subject: Site Visit
GGCC,
We are attempting to coordinate our inspection of the water and sewer systems with Linda Wiggs, Environmental Senior
Specialist of NCDEQ-DWR, who will be performing a compliance inspection of the wastewater system. Which, if any, of
the following dates would work for the company?
May 25
June 2 or 7
Charles M. Junis, PE
Engineer
Public Staff- Water Division
North Carolina Utilities Commission
430 N. Salisbury St., Raleigh, NC 27603
4326 Mail Service Center, Raleigh, NC 27699-4326
919.733.5610 (Main Office)
919.733.0891 (Direct)
919.715.6704 (Fax)
charles.iut nisLa),psncuc.nc.Qov
E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may
be disclosed to third parties.
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.

Water Pollution Control System Operator
WPCSOCC
NCAC 15A 8G .0201
r/Officer Name:
igni�onoFox'Water s(�ces
APR - 6 2016
Address: i✓ D . 90X I I f•n 9 Water
ivlailing Quaiftv Regional Operations
_�Ci!i terlOr181 Of -,I e
City: RANIv Elz ELK State: � Zip: � g od U - Phone #: $ 7-g - z®-�
Email address: �),�} ODRIZC1n1�r2F�Lbtlll�TM�1G roM Wf17E2a��c z �f �yny��
Signature: Date: ....................... / .............................................................................................................................
�r
L_
Facility Name: T— L G L U Permit #: NC
County: AVy
.......................................................................................................................................................
SUBMIT A SEPARATE FORM FOR EACH TYPE SYSTEM!
Facility Type/Grade (CHECK ONLY ONE):
Biological Collection Physical/Chemical Surface Irrigation Land Application
.....................................................................................................................................................
Operator in Responsible Charge (ORC)
Print Full Name: EN V fl-• �E_jET2S Email: WA -II _ IZ&0,4 LZiV 1 A- I S &,i fat-/bb/ OA4
Certificate Type !Grade !Number: to 5q, Work Phone #: 9Z6-2(QD2=er=,_7
Signatwe: Date:
"I certify that I auree to m\ designation as the Operator in Responsible Charge tier the facilit% noted. I understand and N%ill abide by the rules
and regulations pertaining to the responsibilities of the ORC as set forth in I5A NCAC 08G .0204 and failing to do so can result in Disciplinary
.-Actions h% the \\ ater Pollution Control System Operator; Certification Commission."
.......................................................................................................................................................
Back -lip Operator in Responsible Charge (BU ORC)
Print Full Name: j ADP Email:
Certificate Type /Grade !Number: Work Phone #: $ - 2lon - Z6-Z 9
Signature: �� Date:
"I certify that I agree to m� designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by the
rules and regulations pertaining to the responsibilities of the BU ORC as set forth in I5A NCAC 08G .0205 and failin-g* to do so can resttlt in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
........................................................................................................................................................
Mail, frly or entail the
01-1"411[Il to:
,flail or fil-v a copy, to the
appropl•iate Regional Office
NNTCSOCC, 1618 Mail Service Center, Raleigh, N C 27699-1618
Email: certadminrnedenngov
Asheville
2090 US Hwy 70
Swannanoa 28778
Fax:[phone]
Phone: [phone]
Washington
943 Washington ScIMall
Washington 27889
Fax:[phone]
Phone: [phone]
Fayetteville
225 Green St
Suite 714
Fayetteville 28301-5043
Fax:[phone]
Phone: [phone]
Wilmington
127 Cardinal Dr
Wilmington 28105-2845
Fax: [phone]
Phone: [phone]
Fax: [phone]
Mooresville
610 E Center Ave
Suite 301
Mooresville 28115
Fax: [phone]
Phone:[phone]
Winston-Salem
450 W. Hanes Mall Rd
Winston-Salem 27105
Fax: [phone]
Phone: [phone]
Raleigh
3800 Barrett Dr
Raleigh 27609
Fax: [phone]
Phone:[phone]
Revised 05-2015

ror Designation Form, Cora.
Facility Name: CJ7_C f✓ Permit #:.NG
.......................................................................................................................................................
Back -Up Operator in Responsible Charge (BU ORC)
Print Full Name: Wit} C.d Email:
Certificate Type / Grade / Number: Work Phone #: SZS- Zlap- Z�Z(p
Signature: Date: ?-o—t
"I certilj that I agree 41, deslgnation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by the
rules and regulations pertaining to the responsibilities of the BU ORC as set forth in 15A NCAC 08G .0205 and failing to do so can result in
Disciplinan .-Actions by the Water Pollution Control S%stcm Operators Certification Commission. -
Back -Up Operator in Responsible Charge (BU ORC)
Print Full Name: (' [J(ZT
Certificate Type / Grade / Number: l()D? I y D Work Phone #:
Signature: Date:
" I certif\ that 1 agree to m% designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by the
rules and regulations pertaining to the responsibilities of the BU ORC asset forth in 15A NCAC 08G .0205 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control Svstem Operator, Certification Commission."
Back -Up Operator in Responsible Charge (BU ORC)
Print Full Name: }-)j)(T F Email: UJ�Ti. RC��a��s ►�5 e .4�} p,c�
Certificate Type /�Gr�ade / N,�umber: qq q' 2, (D 5 Work Phone #: $ Z - 2 Po b - fp 1
Signature: 2� 4� Date:
/`.
"I certil\ that I aurce to m% designation a; a Back-up Operator in Responsible Charge tier the facility noted. I understand and will abide by the
rules and regulation, pertaining to the responsibilities ofthe BU ORC asset firth in 1 5A NCAC 0SG .0205 and failing to do so can result in
Disciplinan Actions b� the "'Liter Pollution Control System Operators Certification Commission.-
.......................................................................................................................................................
Back -Up Operator in Responsible Charge (BU ORC)
Print Full Name:
Email:
Certificate Type / Cira�Ie / Number: Work phone #:
Signature: i +mow G Dater%
" I certify that I agree to my designation as a Bak p Operator in Responsible Charge for the facility noted. I understand and will abide by the
rules and regulations pertaining to the responsibilities of the BU ORC as set forth in 1 iA NCAC 08G .0205 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission.-

IWDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
May 15, 2015
Mr. Ted S. Nye, Director of Facilities and Public Works
GGCC Utility, Inc.
P. O. Box 368
Linville, NC 28646
Subject: Lifting of Sewer Line Moratorium
NPDES Permit NCO023124
GGCC Utility WWTP
Avery County
Dear Mr. Nye:
On April 30, 2012, a moratorium on the issuance of sewer line permits was placed on the GGCC Utility
Inc. (GGCC) WWTP per the authority of 15A NCAC 02T.0118. The rule specifies that prior to
exceeding 80% of their hydraulic treatment capacities, facilities must submit an approvable engineering
evaluation of their future wastewater needs before permits for sewer line extensions may be issued.
Monitoring data submitted by GGCC showed the subject wastewater treatment plant operated at 80.99%
of its treatment capacity during 2011.
On April 13, 2015, GGCC submitted correspondence requesting the moratorium be lifted. The letter
was accompanied by a Sanitary Sewer Evaluation Study (SSES) conducted upon the GGCC collection
system by McGill Associates, P.A. The SSES described investigations performed to assess the
condition of the collection system and reported the results from assessments of different sections of the
collection system. The SSES further described efforts made by GGCC to repair identified sources of
inflow and infiltration (I&I), and provided numeric data, charts and photographs confirming the flow
reductions realized as a result of the repair projects. As a result of the work performed, average annual
flow to. the GGCC WWTP has been significantly reduced, reported at 0.03 MGD, or 42% of design
capacity during calendar year 2014. GGCC also provided information regarding projected short and
long term needs of the community for sewer service, along with projected volumes associated with
sewer line projects planned for the near future. The SSES additionally described a plan to reinstitute
collection system evaluation and repair efforts should flows to the WWTP again approach the 80% of
design capacity level. The totality of information provided in its letter demonstrates GGCC has
adequate future wastewater treatment capacity and has complied with the terms of 15A NCAC
02T.0118(1).
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Phone: 91M07-6300 \Internet www,ncwaterqualll .org
An Equal Opportunity 1 Affirmative Action Employer— Made in part by recycled paper

Mr. Ted S. Nye
NC0023124 Lift Moratorium
p. 2
In light of these findings, and upon the recommendation of the Asheville Regional Office, the Division
of Water Resources formally removes the moratorium on the issuance of sewer line permits placed on
the GGCC Utility, Inc. WWTP. GGCC is encouraged to continue its efforts to identify and eliminate
sources of I&I as it strives to provide quality wastewater treatment services. Please be aware that should
flow at the wastewater treatment plant exceed applicable design capacity thresholds as stated in 15A
NCAC 02T.0118, or if the facility experiences an inability to treat additional waste, a moratorium could
again be imposed.
If you have any questions about this letter, please contact Bob Sledge of our Central Office staff, at
[phone] '(e-mail bob. sledge@ncdenr. gov), or Ms. Linda Wiggs of the Water Quality Regional
Operations Section staff of our Asheville Regional Office at [phone] (e-mail:
linda.wiggs@ncdenr. gov).
fsincer y,
G
John E. Hennessy, Supe
Compliance & Expedite Permits Unit'
cc: NPDES Moratorium Files
Central Files
Asheville Regional Office
PERCS Unit

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
DOCKET NO. W-755, SUB 7
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
RECEIVED
MAY 2 2 2013
DWQ/Susfaoe Wad dun Sects
Asheville Regional Office
In the Matter of
Application by GGCC Utility, Inc., Post Office ) ORDER ESTABLISHING
Box 368, Linville, North Carolina 28646, for ) GENERAL RATE CASE,
Authority to Increase Rates for Water and ) SUSPENDING RATES,
Sewer Utility Service in Grandfather Golf and ) SCHEDULING HEARING,
Country Club Development, Avery County, ) AND REQUIRING
North Carolina ) CUSTOMER NOTICE
BY THE COMMISSION:. On April 22, 2013, GGCC Utility, Inc. (Applicant), filed
an application with the Commission seeking authority to increase its rates for providing
water and sewer utility service in Grandfather Golf and Country Club development in
Avery County, North Carolina. The Applicant serves approximately 265 water customers
and 193 sewer customers. The present water and sewer rates have been in effect since
December 1, 2011.
The Commission is of the opinion that the application constitutes a general rate
case, that the proposed new rates should be suspended pending investigation, and that
the matter should be scheduled for hearing, subject to cancellation if no significant
protests are received subsequent to customer notice.
IT IS, THEREFORE, ORDERED as follows:
1. That this proceeding is declared a general rate case pursuant to
G.S. 62-137.
2. That the proposed new rates are suspended for up to 270 days pursuant
to G.S. 62-134.
3. That the application is scheduled .for public hearing at 7:00 p.m., on
Thursday, September 12, 2013, in the Avery County Administrative Building, Room 216,
175 Linville Street, Newland, North Carolina. This hearing may be canceled if no
significant protests are received subsequent to notice.
4. That an officer or representative of the Applicant is required to appear in
person before the Commission at the time and place of the hearing to testify concerning
any of, the information contained in the application. If the Applicant desires to cross-
examine any witnesses at the hearings, the Applicant shall be represented by legal
counsel.

.5. That the
with�suffi.cient;'postage
the proposed new rate
-A, DGficant_Isball submit
—sigietlfandr noga
otice to Customers, attached as Appendix A, shall be mai
r hand delivered by the Applicant to all customers affected by
no later than 15 days after the date -of this Order; and that the
the Commission the attached Certificate of Service properly
later 30 days after the date of this Order.
6. That the test period is established as the 12-month period ended
December 31, 2012.
rb052013.01
ISSUED BY ORDER OF THE COMMISSION.
This the g} day of XMrUA , 2013.
NORTH CAROLINA UTILITIES COMMISSION
' )4'� L 1. o mot,
Gail L. Mount, Chief Clerk
Commissioner ToNola D. Brown -Bland did not participate.
2

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
APPENDIX A
PAGE 1 OF 3
NOTICE TO CUSTOMERS
DOCKET NO. W-755, SUB 7
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
Notice is given that GGCC Utility, Inc. (Applicant), Post Office Box 368, Linville,
North Carolina 28646, filed an application with the Commission on April 22, 2013,
seeking authority to increase its rates for providing water and sewer utility service in
Grandfather Golf and Country Club development in Avery County, North Carolina, as
follows:
Quarterly Residential Flat Rates:
Present Proposed
Water: $ 100.75 $ 121.00
Sewer: $ 84.79 $ 101.75
Quarterly Commercial Flat Rates:
Water: $2,978.00 $3,575.00
Sewer: $2,497.00 $3,000.00
Connection Charges:
Water $1,500.00 $2,000.00
Sewer $1,200.00 $1,500.00
The Commission may consider additional or alternative rate design proposals
that were not included in the original application and may order increases or decreases
in the schedules that differ from those proposed by the Applicant. However, any rate
structure considered will not generate more overall revenues than requested.
EFFECT OF RATES
The present water and sewer rates have been in effect since December 1, 2011.
The proposed rates would increase the average residential bill for water and sewer
utility services by 20% from $185.54 to $222.75 per quarter.

APPENDIX A
PAGE 2OF3
PUBLIC HEARING
The Commission has scheduled the application for public hearing at 7:00 p.m.,
on Thursday, September 12, 2013, in the Avery County Administrative Building,
Room 216, 175 Linville Street, Newland, North Carolina. This hearing may be canceled
and the matter decided on the filings if no significant protests are received from
consumers within 60 days of the date of this notice. Correspondence concerning the
proposed rate increase, service problems, or the public hearing should be directed to
the Public Staff.
The Public Staff is authorized by statute to represent consumers in proceedings
before the Commission. Written statements/protests to the Public Staff should include
any information which the writer wishes to be considered by the Public Staff in its
investigation of the matter, and such statements should be addressed to Mr. Robert
Gruber, Executive Director, Public Staff, 4326 Mail Service Center, Raleigh, North
Carolina 27699-4326. Written statements/protests can also be faxed to [phone]
or e-mailed to [e-mail].
The Attorney General is also authorized by statute to represent consumers in
proceedings before the Commission. Statements/protests to the Attorney General
should be addressed to The Honorable Roy Cooper, Attorney General, c/o Utilities
Section, 9001 Mail Service Center, Raleigh, North Carolina 27699.
Written statements are not evidence unless those persons submitting the
statements appear at the public hearing and testify concerning the information
contained in their written statements.
Persons desiring to present testimony concerning their opinion on this
application, or on any service problems they may be experiencing, may appear at the
public hearing and give such testimony.
Persons desiring to intervene in the matter as formal parties of record should file
a petition under North Carolina Utilities Commission Rules R1-5 and R1-19 no later than
45 days after the date of this Order. These petitions should be filed with the North
Carolina Utilities Commission, 4325 Mail Service Center, Raleigh, North Carolina
27699-4325.

APPENDIX A
PAGE 3OF3
The details of the proposed new rates have been filed with the North Carolina
Utilities Commission. A copy of the application and all filings in this matter are available
for review by the public at the Office of the Chief Clerk, 430 North Salisbury Street,
Raleigh, North Carolina. These materials may also be viewed on the Commission's web
site at www.ncuc.net. Click on "Docket Search" and type in the docket and sub docket
numbers.
This the 5} day of , 2013.
NORTH CAROLINA UTILITIES COMMISSION
Gail L. Mount, Chief Clerk

I
mailed with sufficient
postage or hand delivered to all affected customers the attached Notice to Customers
issued by the North Carolina Utilities Commission in Docket No. W-755, Sub 7, and the
Notice was mailed or hand delivered by the date specified in the Order.
This the' day of 12013.
In
The above named Applicant,
Signature
Name of Utility Company
personally
appeared before me this day and, being first duly sworn, says that the required Notice
to Customers was mailed or hand delivered to all affected customers, as required by the
Commission Order dated in Docket No. W-755, Sub 7.
Witness my hand and notarial seal, this the day of 12013.
(SEAL) My Commission Expires:
Notary Public
Printed Name
Date

WDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild,. P.E. Dee Freeman
Governor Director Secre g
April 30, 2012
CERTIFIED MAIL 7010 2780 0003 4825 5659
RETURN RECEIPT REQUESTED
Mr. Richard P. Foutz
GGCC Utility, Inc.
P. O. Box 368
Linville, NC 28646
Subject: Imposition of Sewer Line Moratorium
Dear Mr. Foutz:
ryr�:Tri••1!.'�.x!�+.;i..a::+a�an.°ri 4cCt?�"':.Sr_.,p r.-..r.
D
�� • i k ,
MAY — 3 2012
WATER QUALITY SECTION '
AENE-VILLr R, ;IOPOFt ICE
Demonstration of Future Wastewater Treatment Capacities
NPDES Permit NCO023124
GGCC Utility WWTP
Avery County
15A NCAC 02T .0118, "Demonstration of Future Wastewater Treatment Capacities," was adopted by
the Environmental Management Commission to ensure that wastewater treatment systems owned or
operated by municipalities, counties, sanitary districts or public utilities do not exceed their hydraulic
treatment capacities. This Rule specifies that no permits for sewer line extensions will be issued by the
Division of Water Quality to facilities exceeding 80% of their hydraulic treatment capacity unless
specific evaluations of future wastewater treatment needs have been completed.
A review of your self monitoring.reports "has,indicated flow at the subject facility exceeded the 80%
threshold for calendar year 2011:-The average flow calculated for this period was 0.0567.MGD, and
represented 80.99% of the current treatment capacity. Therefore, we will be unable to approve any
further sewer line extensions for this facility until such time as you have complied with the requirements
contained in the Rule.
In order to attain compliance with the Rule, you must submit an approvable engineering evaluation of
future wastewater treatment needs. This evaluation must outline specific plans for system expansion
and include the sources of funding for the expansion. If future expansion is not proposed, a detailed
justification must be made based on past growth records and future growth projections and, as
appropriate, shall include conservation plans or other specific measures to achieve waste flow
reductions.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 One
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 NbrffiCarohiaa
Phone: [phone] FAX: [phone]
Internet: www.ncwaterquality.org Natimally
An Equal Opportunity \Affirmative Action Employer

Mr. Richard Foutz ,
GGCC Utility WWTP 2012 80% Moratorium
p. 2
To prevent delays in the processing of your future permit applications for sewer line extensions, please
submit a plan of action containing the information necessary to comply with the appropriate
demonstrations as described above to the following address:
DENR-DWQ
Compliance & Expedited Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Provision For Sewer Line Approvals While On Moratorium
Per the terms of NCAC 02T .0118 (3), the Director may, on a case by case basis, allow permits to be
issued to facilities exceeding the 80 percent loading rate if. 1) the additional flow will not cause the
facility to exceed its permitted hydraulic capacity, 2) the facility is in compliance with all other permit
limitations and requirements and 3) it is demonstrated that adequateprogress is being made in
developing the required engineering evaluations or plans and specifications. Delegation for approval
and denial of such requests has been given to the Surface Water Quality Protection Supervisor for the
Asheville Region. If you wish to ask for a waiver of the moratorium per this provision of the rule,
please send all required information in support of your request to the Asheville Regional Office.
Any plans and specifications for expansion should be submitted to the Infrastructure Finance Section.
We look forward to working with you on development of plans to meet your future wastewater
treatment needs. If you have any questions regarding this matter, please contact the Surface Water
Protection Section staff of our Asheville Regional Office at [phone], or Bob Guerra of the
Compliance & Expedited Permitting Unit at [phone]. E-mail correspondence may be directed to
Mr. Guerra at [e-mail].
Charles Wakild, P.E.
Attachment (15A NCAC 02T .0118)
cc: a ev��l� e egi Qi
PERCS Unit
NPDES Files .
Central Files

A14
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Attn: Ted Nye, Dir. Of Facilities
Grandfather Golf & Country Club
PO Box 368
Linville, NC 28646
Dear Mr. Nye:
John E. Skvarla, III
Secretary
August 05, 2014 ,
Subject: Aclaiowledgement of Permit Renewal
Permit NCO023124
Avery County
The NPDES Unit received your permit renewal application on August 04, 2014. A member of the
NPDES Unit will review your application. They will contact you if additional information is required to
complete your permit renewal. You should expect to receive a draft permit approximately 30-45 days
before your existing permit expires.
If you have any additional questions concerning renewal of the subject permit, please contact Charles
Weaver [phone].
Sincerely,
W re.+ti Tktz f oro�
Wren Thedford
Wastewater Branch
cc: Central Files
IWAs�lle Rye"gi�nafc�e
NPDES Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] Fax: [phone]Customer Service: 1-877-623-6748
Internet:: www.ncwater.org
An Equal OpportunitytAffirmative Action Employer
RECEIVED
Division of Water Resources
AUG - 7 2014
Water Quality Regional Operations
Asheville Regional Office
7 `1 � -Up

July 30, 2014
CERTIFIED MAIL
.GRANDFATHER
GOLF & COUNTRY CLUB
LINVILLE, NORTH CAROLINA
7012 1010 0001 4223 6211
Mr. Wren Thedford
NCDENR/DWR/NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: NPDES Permit Renewal
# NC 0023124
GGCC Utility, Inc.
Dear Mr. Thedford:
Enclosed please find a NPDES permit application requesting the renewal for the above
referenced permit.
Since the issuance of the last renewal permit, there have been no substantial changes to
the plant other than routine maintenance, replacement and repair.
If you need any additional information, please let me know.
Sincerely, ('
Ted Nye
Director of Facilities and Public Works
Enclosures: Permit Application
Sludge Management Plan
Additional copies as requested
F
CEIVED
of Water Resources - 7 2014
Water ouality Regional Operations
Asheville Regional Office,
RECEIVEDIDENRIDWR
AU G ® 4 2014
waxer Quality
permitting Se
P.O. Box 368, Linville, NC 28646 I [phone] www.GrandfatherClubNC.com

NPDES APPLICATION - FORM D
lately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD
Mail the complete application to:
N. C. DENR / Division of Water Resources / NPDES Program
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit INCO023124
If you are completing this form in computer use the TAB key or the up - down arrows to move from one
field to the next. To check the boxes, click your mouse on top of the box. Otherwise, please print or type.
1. Contact Information:
Owner Name
GGCC Utility, Inc. Ted Nye, Director of Facilities and Public
Works
Facility Name
Grandfather Golf and Country Club
Mailing Address
P.O. Box 368
City
Linville
State/Zip
NC 28646
Telephone Number
[phone]-
Fax Number
[phone]
e-mail Address
[e-mail]
2. Location of facility producing discharge:
Check here if same address as above ❑
Street Address or State Road 2120 NC Highway 105 South
City
Linville
State / Zip Code
NC 28646
County
Avery
3. Operator Information:
Name of the firm, public organization or other entity that operates the facility..
(Note that this is not referring
to the Operator in Responsible Charge or ORC)
Name
Water Quality Lab and Operations, Inc.
Mailing Address
P.O. Box 1167
City
Banner Elk
State / Zip Code
NC, 28604
RECEIVED/DENR/DWR
Telephone Number
[phone]
Fax Number
[phone]
AUG 4
e-mail- Address
waterqualitylabs@yahoo. com
Water Quality
Permitting Section
1 of 3
Form-D 9/2013

NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD
4. Description of wastewater:
Facility Generating Wastewater(check all that apply):
Industrial
❑
Number of Employees
Commercial
®
Number of Employees 10
Residential
®
Number of Homes 192
School
❑
Number of Students/Staff
Other
®
Explain: Seasonal Clubhouse 2
Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers,
restaurants, etc.):
150 Condominiums; 42 Houses; Clubhouse with kitchen, restrooms and locker room, seasonal (May
1-October 30); Beach Club with snack bar and restrooms, seasonal (June 1-September 30),
Administration Building
Number of persons served: 250
S. Type of collection system
® Separate (sanitary sewer only) ❑ Combined (storm sewer and sanitary sewer)
6. Outfall Information:
Number of separate discharge points 1
Outfall Identification number(s) 001
Is the outfall equipped with a diffuser? ® Yes ❑ No
7. Name of receiving stream(s) (NEW applicants: Provide a map showing the exact location of each
outfall):
Linville River
S. Frequency of Discharge: ® Continuous ❑ Intermittent
If intermittent:
Days per week discharge occurs: Duration: _
9. Describe the treatment system
List all installed components, including capacities, provide design removal for BOD, TSS, nitrogen and
phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a
separate sheet of paper.
1 pre -aeration basin, 16 aeration basins, 4 clarifiers dual train, valves to separate trains,
contact chamber, flow measurement, ultraviolet disinfection, re -air basin, 3.75 Hp
motors and 3 blowers.
2 of 3 Form-D 9/2013

NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD
10. Flow Information:,
Treatment Plant Design flow .070 MGD
Annual Average daily flow .034 MGD (for the previous 3 years)
Maximum daily flow .077 MGD (for the previous 3 years)
11. Is this facility located on Indian country?
❑ Yes ® No
12. Effluent Data
NEW APPLICANTS: Provide data for the parameters listed. Fecal Coliform., Temperature and pH shall be grab
samples, for all other parameters 24-hour composite sampling shall be used. If more than one analysis is reported,
report daily maximum and monthly average. If only one analysis is reported, report as daily maximum.
RENEWAL APPLICANTS: Provide the highest single reading (Daily Maximum) and Monthly Average
over the past 36 months for parameters currently in your permit. Mark other arameters "N/A".
Parameter
Daily
Monthly
Units of
Maximum
Average
Measurement
Biochemical Oxygen Demand (BODs)
20.7 (Jul. 2013) -
4.58
MG/L
-
400 (Jan & Aug.
4.3
cfu/ 100M
Fecal Coliform
2013)-
Total Suspended Solids
42 (Oct 2012)
7.75
MG/L
Temperature (Summer)
24 (Jul 2011)
17.5
Degrees Celsius
Temperature (Winter)
17 (Nov. 2013)
8.5
Degrees Celsius
pH
7.6 (Mar 2012,
Oct 2013)
N/A
Standard Units
13. List all permits, construction approvals and/or applications:
Type Permit Number Type
Hazardous Waste (RCRA)
UIC (SDWA)
NPDES
PSD (CAA)
Non -attainment program (CAA)
NCO023124
14. APPLICANT CERTIFICATION
NESHAPS (CAA)
Ocean Dumping (MPRSA)
Dredge or fill (Section 404 or CWA)
Other
Permit Number
I certify that amiliar with the information contained in the application and that to the best
of my kn,owfedge and belief such information is true, complete, and accurate.
Jadd
ZA tA
Signature of Applicant
perator for Water Quality Lab & Operations, Inc.
11 SO (ly
Date
application, record, report, plan, or other document files or required to be maintained under Article 21 or regulations of the Environmental Management
Commission implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method required
to be operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, shall be guilty of a
misdemeanor punishable by a fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides a
punishment by a fine of not more than $25,000 or imprisonment not more than 5`years, or, both, for a similar offense.) .
3 of 3 Form-D 9/2013

GGCC Utility, Inc.
NPDES Permit Renewal Application
NC 0023124
July 30, 2014
Sludge Management Plan: GGCC Utility, Inc. contracts the pumping of excess solids.
The Operator in Charge makes an assessment and contacts a pumping contractor who
accepts. the waste activated sludge and hauls the digested sludge to a wastewater
treatment plant large enough to handle the biosolids.
Ted Nye
Director of Facilities and Public Works

FIL
Water Resources
ENVIRONMENTAL QUALITY
June 21, 2016
Ted Nye
GGCC Utility Inc
PO Box 368
Linville, NC 28646
SUBJECT: Compliance Evaluation Inspection
GGCC Utility WWTP
Permit No: NCO023124
Avery County
Dear Mr. Nye:
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
On June 7, 2016, I conducted a Compliance Evaluation Inspection at the subject facility. I also went over the
collection system requirements in 15A NCAC 2T.0403 and Permit No. WQ003 8068. You were present for the
inspection, as was Jadd Brewer with Water Quality Labs. The WWTP facility appeared to be in compliance
with permit NC0023124. However, both systems have items that need your attention. Please refer to the
enclosed inspection report for observations and comments.
If you or your staff have any questions, please call me at 828-296-4500.
Sincerely,
Linda Wiggs
Environmental Senior Specialist
Asheville Regional Office
Enc. WWTP Inspection Report
CS Inspection Report
cc: Jadd Brewer, ORC (e-copy)"
Charles Junis, NCUC (e-copy)
MSC 1617-Central Files -Basement
AsheoVW e,File__�s__-r
G:\WR\WQ\Avery\Wastewater\Minors\GGCC Utility 23124\06-07-2016\CEI.June2016.ltr.docx
State of North Carolina I Environmental Quality I Water Resources
2090 U.S. Highway 70 Swannanoa, NC 28778
828 296 4560

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 IN 1 2 15 I 3 I NCO023124 I11 12 16/06/07 17 18 L � j 19 i s 201
211IIIII IIIIIII11IIIIIIIII I IIIIII III1IIIIII1 i66
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA ---------Reserved--------
67 70IJ 71 L I 72 � ,, � 73I I I I�74 751 I I I I I I I80
LJ I
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
10:OOAM 16/06/07
15/02/01
GGCC Utility WWTP
NC Hwy 105
Exit Time/Date
Permit Expiration Date
Linville NC 28646
11:30AM 16/06/07
20/01/31
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
!1/
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Richard P Foutz,PO Box 368 Linville NC 28646//828-898-4531/
Yes
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Flow Measurement Operations & Maintenance N Records/Reports
Self -Monitoring Program Facility Site Review Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Linda S Wiggs ARO WQ//828-296-4500 Ext.4653/
-�/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page#

NPDES yr/mo/day Inspection Type (Cont.)
31 NCO023124 I11 121 16/06/07 117 18 1(,1
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Present during the inspection were Jadd Brewer (ORC) and Ted Nye (GGCC).
Also onsite were North Carolina Utility Commission (NCUC) staff.
Overall this system is aged and has a design that is difficult to evaluate thoroughly since it is mostly a
covered system. At a glance neither the WWTP nor the river indicated that the WWTP is leaking,
however given its age an evaluation of the structural integrity of the system should be considered. The
adjacent channel could be sampled upstream and downstream of the WWTP for bacteria as an initial
indicator.
As noted above, this facility is mostly covered, therefore hard to evaluate. The grates covering the
access points are heavy and cumbersome. Installing handles and hinges on all or strategically chosen
grates is advisable. Also, the ORC should be performing a variety of process controls (aeration DO,
settleability, sludge judge etc.) and recording results for plant evaluations.
The UV transmittal read out could not be evaluated as it was under repair.
The ORC stated the sampler was recently set up for proper sampling with 110 ml of aliquot pulled.
Staff thought there was a quick hook up for backup power, however, it was unclear where it was
located. GGCC needs to have a means of backup power for the WWTP.
Page#

Permit: NCO023124
action Date: 06/07/2016
Owner - Facility: GGCC Utility WWTP
Inspection Type: Compliance Evaluation
Operations & Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? 0 ❑ ❑ ❑
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable ❑ ❑ ❑
Solids, pH, DO, Sludge Judge, and other that are applicable?
Comment: Process controls were not presented during the inspection. Given the design of this WWTP
you can't see much, therefore process controls should be a crucial part of operations.
Permit
Yes No NA NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new
M
❑
❑
❑
application?
Is the facility as described in the permit?
M
❑
❑
❑
# Are there any special conditions for the permit?
❑
❑
M
❑
Is access to the plant site restricted to the general public?
0
❑
❑
❑
Is the inspector granted access to all areas for inspection?
M
❑
❑
❑
Comment: NCUC staff were onsite: GGCC recently requested a rate increase.
Record Keepinq
Yes No NA NE
Are records kept and maintained as required by the permit?
❑
❑
❑
Is all required information readily available, complete and current?
❑
❑
❑
Are all records maintained for 3 years (lab. reg. required 5 years)?
❑
❑
❑
Are analytical results consistent with data reported on DMRs?
❑
❑
❑
Is the chain -of -custody complete?
❑
❑
❑
Dates, times and location of sampling
❑
Name of individual performing the sampling
❑
Results of analysis and calibration
❑
Dates of analysis.
❑
Name of person performing analyses
❑
Transported COCs
❑
Are DMRs complete: do they include all permit parameters?
0
❑
❑
❑
Has the facility submitted its annual compliance report to users and DWQ?
0
❑
❑
❑
(If the facility is = or> 5 MGD permitted flow) Do they operate 24/7 with a certified operator
❑
❑
0
❑
on each shift?
Is the ORC visitation log available and current?
M
❑
❑
❑
Is the ORC certified at grade equal to or higher than the facility classification?
M
❑
❑
❑
Is the backup operator certified at one grade less or greater than the facility classification?
0
❑
❑
❑
Is a copy of the current NPDES permit available on site?
M
❑
❑
El
Page# 3

Permit: N00023124 Owner -Facility: GGCC Utility WWTP
Inspection Date: 06/07/2016 Inspection Type: Compliance Evaluation
Record Keeping Yes No NA NE
Facility has copy of previous year's Annual Report on file for review? 0 ❑ ❑ ❑
Comment: GGCC supplies an Annual Report to the homeowners. GGCC is not required to submit an
Annual Report to DWR.
A penalty was assessed and paid in 2015 for failure to monitor nutrient parameters.
Equalization Basins
Yes No NA NE
Is the basin aerated?
S
❑
❑
❑
Is the basin free of bypass lines or structures to the natural environment?
❑
❑
❑
Is the basin free of excessive grease?
❑
❑
❑
Are all pumps present?
❑
❑
❑
Are all pumps operable?
❑
❑
N
❑
Are float controls operable?
❑
❑
N
❑
Are audible and visual alarms operable?
❑
❑
0
❑
# Is basin size/volume adequate?
0
❑
❑
❑
Comment: Sewerline work has been successful in reducing I&I.
Aeration Basins
Mode of operation
Type of aeration system
Is the basin free,of dead spots?
Are surface aerators and mixers operational?
Are the diffusers operational?
Is the foam the proper color for the treatment process?
Does the foam cover less than 25% of the basin's surface?
Is the DO level acceptable?
Is the DO level acceptable?(1.0 to 3.0 mg/1).
Yes No NA NE
Ext. Air
Diffused
❑ ❑ ❑ ■
❑ ❑ ■ ❑
❑ ❑ ❑ ■
❑ ❑ ❑ ■
❑ ❑ ❑ ■
❑ ❑ ❑
Comment: This entire WWTP is an old design which is basically a series of concrete boxes with small
access portals covered with cat walk type grates. There did not appear to be any foam on
the surface, although it was impossible to see all of the aeration basins.
Chamber 7 & 3 appeared to have still areas which could indicate issues with diffusers.
The ORC stated air is constantly delivered to system; it is not cycled.
D.O. measurements should be a part of the ORC's process control on a regular basis:
readings need to be lopped into log book and kept onsite.
See summary.
Page# 4

Permit: NCO023124 Owner -Facility:
GGCC utility VWVrP
Inspection Date: 06/07/2016 Inspection Type:
Compliance Evaluation
Secondary Clarifier
Yes No NA NE
Is the clarifier free of black and odorous wastewater?
N
❑
❑
❑
Is the site free of excessive buildup of solids in center well of circular clarifier?
❑
❑
0
❑
Are weirs level?
❑
❑
❑
Is the site free of weir blockage?
❑
❑
❑
Is the site free of evidence of short-circuiting?
❑
❑
❑
Is scum removal adequate?
❑
❑
❑
Is the site free of excessive floating sludge?
0
❑
❑
❑
Is the drive unit operational?
❑
❑
M
❑
Is the return rate acceptable (low turbulence)?
❑
❑
❑
0
Is the overflow clear of excessive solids/pin floc?
❑
M
❑
❑
Is the sludge blanket level acceptable? (Approximately'/4 of the sidewall depth)
❑
❑
❑
Comment: As noted above, this facility is mostly covered therefore hard to evaluate. There were solids
noted leaving the clarifier. The ORC should be performing sludge
judge test on this clarifier
regularly and recording results, especially since it is hard to perform visual evaluations of the
clarifier.
Disinfection - UV
Yes No NA NE
Are extra UV bulbs available on site?
0
❑
❑
❑
Are UV bulbs clean?
0
❑
❑
❑
Is UV intensity adequate?
❑
❑
❑
Is transmittance at or above designed level?
❑
❑
❑
Is there a backup system on site?
❑
0
❑
❑
Is effluent clear and free of solids?
0
❑
❑
❑
Comment: The UV transmittal readout could not be evaluated as it was under repair
If the UV system does not function the ORC will bring
chlorine and dechlor tablets onsite for
use.
Flow Measurement - Effluent
Yes No NA NE
# Is flow meter used for reporting?
M
❑
❑
❑
Is flow meter calibrated annually?
0
❑
❑
❑
Is the flow meter operational?
M
❑
❑
❑
(If units are separated) Does the chart recorder match the flow meter?
N
❑
❑
❑
Comment:
Effluent Sampling
Yes No NA NE
Page# 5

is
Permit: NCO023124 Owner -Facility: GGCC utility WWTP
Inspection Date: 06/07/2016 Inspection Type: Compliance Evaluation
Effluent Sampling
Yes No NA NE
Is composite sampling flow proportional?
0
❑
❑
❑
Is sample collected below all treatment units?
0
❑
❑
❑
Is proper volume collected?
N
❑
❑
❑
Is the tubing clean?
0
❑
❑
❑
# Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees
❑
❑
❑
M
Celsius)?
Is the facility sampling performed as required by the permit (frequency, sampling type
representative)?
M ❑ ❑ ❑
Comment: The ORC stated the sampler was recently set up for proper sampling with 110 ml of aliquot
being pulled.
Standby Power
Yes No NA NE
Is automatically activated standby power available?
❑
■
❑
❑
Is the generator tested by interrupting primary power source?
❑
0
❑
❑
Is the generator tested under load?
❑
0
❑
❑
Was generator tested & operational during the inspection?
❑
0
❑
❑
Do the generator(s) have adequate capacity to operate the entire wastewater site?
❑
0
❑
❑
Is there an emergency agreement with a fuel vendor for extended run on back-up power?
❑M
❑
❑
Is the generator fuel level monitored?
❑M
❑
❑
Comment: There appeared to be no standbv power set uo at the WWTP. GGCC staff indicated the
would like to get a permanent standby power generator for the WWTP.
Effluent Pipe
Yes No NA NE
Is right of way to the outfall properly maintained?
N
❑
❑
❑
Are the receiving water free of foam other than trace amounts and other debris?
N
❑
❑
❑
If effluent (diffuser pipes are required) are they operating properly?
❑
❑
0
❑
Comment:
Page# 6

Permit: WQ0038068
SOC:
County: Avery
Region: Asheville
Compliance Inspection Report
Effective: 10/08/15 Expiration: owner: GGCC Utility Inc
Effective: Expiration: Facility: Existing Fitness Center Sewer Extension
Contact Person: Richard P Foutz Title:
Directions to Facility:
System Classifications:
Primary ORC: Certification:
Secondary ORC(s):
On -Site, Representative(s):
Related Permits:
NC0023124 GGCC Utility Inc - GGCC Utility WWTP
Inspection Date: 06/07/2016 EntryTime: 10:OOAM Exit Time: 11:30AM
Primary Inspector: Linda S Wiggs I rV
Secondary Inspector(s):
Phone: [phone]
Phone:
Phone: [phone] Ext.4653
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Facility Status: Compliant ❑ Not Compliant
Question Areas:
Miscellaneous Questions Misc
(See attachment summary)
Page: 1

Permit: WQ0038068 Owner- Facility: GGCC Utility Inc
Inspection Date: 06/07/2016 Inspection Type: Compliance Evaluation
Inspection Summary:
Reason for Visit: Routine
Met with Ted Nye (GGCC Public Works Director) and Jadd Brewer (WWTP ORC) to go over the Grandfather Golf and
Country Club (GGCC) collection system as a whole.
In 2014 McGill and Associates developed a Sanitary Sewer Evaluation Study (SSES) for GGCC. All items in the SSES
have been addressed according to Mr. Nye.
FOG:
Kitchen grease is recycled. Education is presented in the annual report and annual meetings according to Mr. Nye. We
talked about maybe adding educational bullets to the user bills.
Triple T is contracted to perform maintenance checks and to clean out Pump Station (PS) monthly. The PS are visited by
GGCC staff daily.
Map:
Area 8 has been flushed with water truck.
Envirolink camera' d Area 7 & 9 in 2015.
Log sheets were emailed to Mr. Nye for his use to further document collection system activities. The log sheets are a tool
and it is his choice if chooses to use them or not.
Page: 2

10
Permit: WQ0038068
Inspection Date: 06/07/2016
Owner - Facility: GGCC Utility Inc
Inspection Type: Compliance Evaluation
Reason for Visit: Routine
Misc Yes No NA NE
Is the facility compliant?
Comment: GGCC is requesting a rate increase through the NC Utilities Commission. The inspector met
onsite with GGCC staff and NCUC staff.
Page: 3

Facility information
NPDES permit #: NC0023124 Avery County
Facility name: Grandfather Golf and Country Club Utility, Inc.
WWTP
WWTP class: II
WWTP type: 0.070 MGD dual train concrete contact
stabilization package plant consisting of : (no bar
screen); one pre -aeration basin with flow splitter
valves; multiple aeration basins (7 per train, 14
total) with three 3.75 HP blowers providing
diffused air; multiple clarifiers (2 per train, 4 total)
with skimmers and sludge returns; (dual tertiary
filtration & backwash tank— out of service); one
aerobic digestor; back-up tablet chlorinator;
chlorine contact chamber; back-up tablet
dechlorinator; effluent channel with v-notch weir
and Stevens 61 R strip chart flow meter with
totalizer; UV disinfection (3 banks of 2 tubes per
bank).
Annual Average Flow: 0.034 MGD (3 year average: 2007-2010)
Development: Consists of residential homes with golf course
and country club facilities serving a seasonal
population of — 250.
Sludge Management: Commercial hauler to a nearby municipal WWTP.
WWTP location address: Hwy 105 North
Responsible official: Zachary Platek, Chief Operating Officer
Richard P. Foutz, Secretary / Treasurer
Responsible " 's title: GCCC Utility, Inc.
Official's location: 2120 Hwy 105 South, Linville, NC 26646
Mailing address: PO Box 366; Linville, NC 28646

Phone numbers:
828-898-4531
Richard Foutz, C.F.O.
828-898-4531
Norris Clifton, General Manager
828-898-5149
" - fax
828-898-4531
Dennis Harmon, General Maintenance
828-898-6277
dilater Quality Lab & Ops, Inc. — Paul / Melinda
828-898-6255
" — fax — PO Box 1167; Banner Elk, NC 28604
1522 Tynecastle Hwy; Banner Elk, NC 28604
[e-mail]
828-260-2027 cell
Jadd Brewer, VP/ Dir. of Wastewater Operations
828-260-2029 cell
Denver Eggers
828-260-2053 cell
Larry Townsend
828-898-9212
" - home
Operator information
ORC contractor:
Water Quality Lab & Operations, Inc.
ORC:
Denver Eggers — Cert. # 10541 — WW II
Back-up ORCs:
Jadd Brewer - Cert. # 10206 — WW III
Larry Townsend - Cert. # 11841 — WW III
Paul Isenhour — Cert. # 13154 — WW IV
Jerry Alexander — Cert. # 989701 — WW IV
Permit information
Date issued:
2-1-2010
Expiration date:
1-31-2015
Stream information
Stream:
River basin:
Sub -basin:
Hydrologic Unit Code:
Quad:
Grid:
Stream classification:
Drainage area:
IWC:
Average streamflow:
Summer 7Q10 cfs:
Winter 7Q10 cfs:
30Q2 cfs:
Linville River
Catawba River Basin
03 08 30
03050101
Grandfather Mountain, NC
C 11 SE
C-Trout
5.1 sq. miles
no data
12.9 cfs
1.9
2.6
3.7

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( /7 ~/ / --' / / //'� //� ) '-_-��� '�`_ u
�t� � / L./ �� `- �-'/ _~/ `��.
v "

Other information:
Directions: From the intersections of NC Hwy 105 and
US Hwy 221 in Linville, NC, travel north on
NC Hwy 105 approximately 1.5 miles.
Turn right on the paved road to the maintenance
building (green).
Follow the gravel road north of the maintenance
building to the wastewater treatment plant.

Z-0
Start address: 2090 US-70
Swannanoa, NC 28778
End address: 36.0958331-81.855278
+36' 5'45.00", -810 51,19.001,
Distance: 60.9 mi (about 1 hour 37 mins)
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,Grandfather Golf and Country Club - Contact Us
e
Page 2 of 2
Frank Morrison, Director
Maintenance
Pete Gerdon, Golf Course
Superintendent
Dennis Harmon, General
Maintenance
Mellissa Baird, General
Maintenance Secretary
Security
Jaime Rezzonico, Director of
Security Services
Web Site Administrators
Connie Cook
Vicki Trombley
119 [e-mail]
116
[e-mail]
117
[e-mail]
108
[e-mail]
169
[e-mail]
898-3166 [e-mail]
ext. 221
898-4531 [e-mail]
ext. 101
Real Estate
Hugh Fields (828) 898 [e-mail]
6331
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House Rules • Dress Code • Site Map • Privacy Policy
2120 Hwy 105. • Linville. North Carolina 26646- Tel: [phone]
�. r yF9
0
Norris V. Clifton
General Manager
Grandfather Golf and Country Club
P.O. Box 368 Linville, N.C. 28646 [phone]
http://www.grandfatherclub. org/Default.aspx?p=DynamieModule&pageid=21993 0&ssid=... 10/ 1 /2008

NCDENR
North Carolina Department of Environment and N
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
December 22, 2009
Mr. Richard P. Foutz
Grandfather Golf & Country Club
P.O. Box 368
Linville, N.C. 28646-0368
r' , •! ; I I
i� DEC 2 8 2009 1
Secretary
Subject: Issuance of NPDES Permit NC0023124
GGCC WWTP
Avery County
Dear Mr. Foutz:
Division personnel have reviewed and approved your application for renewal of the subject permit.
Accordingly, we are forwarding the attached NPDES discharge permit. This permit is issued pursuant to
the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between
North Carolina and the U.S. Environmental Protection Agency dated October 15, 2007 (or as subsequently
amended).
This final permit includes no changes from the draft permit sent to you on October 7,
2009.
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30)
days following receipt of this letter. 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, North Carolina 27699-6714). Unless such demand is made, this
decision shall be final and binding. .
Please note that this permit is not transferable except after notice to the Division. The Division may
require modification or revocation and reissuance of the permit. This permit does not affect the legal
requirements to obtain other permits which may be required by the Division of Water Quality or permits
required by the Division of Land Resources, the Coastal Area Management Act or any other Federal or Local
governmental permit that may be required. If you have any questions concerning this permit, please
contact Charles Weaver at telephone number [phone].
cc: Central Files Asheville -Reg oaal- ffice/Surface Water_ _ Protecti___on
�NPDES Unit -`
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
512 North Salisbury Street, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: www.ncwaterquality.org
An Equal Opportunity/Affirmative Action Employer -50% Recycled/10% Post Consumer Paper
Nne
orthCarohna
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Permit NCO023124
STATE OF NORTH CAROLINA
DEPARTMENT OF` ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
GGCC Utility, Inc.
is hereby authorized to discharge wastewater from a facility located at the
Grandfather Golf and Country Club WWTP
2120 NC Highway 105 South
Linville
Avery County
to receiving waters designated as the Linville River in subbasin 03-08-30 of the
Catawba River Basin in accordance with effluent limitations, monitoring
requirements, and other conditions set forth in Parts I, II, III and IV hereof.
This permit shall become effective February 1, 2010.
This permit and authorization to discharge shall expire at midnight on January 31, 2015.
Signed this day December 22, 2009.
i
en H. Sullins, Director
/ Division of Water Quality
By Authority of the Environmental Management Commission

Permit NCO023124
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked. As of this permit issuance, any previously issued permit bearing this number is no longer
effective. Therefore, the exclusive authority to operate and discharge from this facility arises under
the permit conditions, requirements, terms, and provisions included herein.
GGCC Utility, Inc. is hereby authorized to:
1. Continue to operate an existing 0.07 MGD wastewater treatment facility with the
following components:
♦ I - -
♦ Pre -aeration basin
f ♦ -=' Aeration basins
♦ 4 Clarifiers [dual train with valves to separate treatment trains]
♦ Sludge holding tank
♦ Back-up chlorination and dechlorination equipment
♦ Tertiary filtration
♦ Flow meter (totalizer)
♦ UV disinfection
♦ Re -aeration basin
This facility is located north of Linville at the Grandfather Golf and Country Club
WWTP on NC Highway 105 in Avery County.
2. Discharge from said treatment works at the location specified on the attached
map into the Linville River, currently classified C-Trout waters in hydrologic unit
03050101 of the Catawba River Basin.

Latitude: 36°05'15"
Longitude: 81°51'55"
Receiving Stream: Linville River
Quad #: C11SE
Stream Class: C-Trout
Hydrologic Unit Code: 03050101
NCO023124
Grandfather Golf
and Country Club
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Facility i
Location
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b
Nat& SCALE 1:24000 - Avery County

Permit NCO023124
A. (1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of this permit and lasting until expiration, the Permittee is
authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as
specified below:
PARAMETER
LIMITS
MONITORING REQUIREMENTS
Monthly Average
Daily Maximum
Measurement
Frequency
Sample
Type
Sample Location
Flow
0.07 MGD
Continuous
Recording
Influent or Effluent
BOD, 5-day (202C)
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
Total Suspended Solids
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
NH3 as N
(April 1 — October 31
9.0 mg/L
35.0 mg/L
2/Month
Composite
Effluent
NH3 as N
November 1— March 31
27.0 mg/L
35.0 mg/L
2/Month
Composite
Effluent
Fecal Coliform
(geometric mean
200 / 100 ml
400 / 100 ml
Weekly
Grab
Effluent
Total Residual Chlorine'
17 /jg/L
2/Week
Grab
Effluent
Temperature (2C)
Weekly
Grab
Effluent
Total Nitrogen
NO2+NO3+TKN
Quarterly
Composite
Effluent
Total Phosphorus
Quarterly
Composite
Effluent
pH
> 6.0 and < 9.0 standard units
Weekly
Grab
Effluent
Footnotes:
1. Limit and monitoring requirements apply only if chlorine is used for disinfection. The Permittee shall report
all effluent TRC values reported by a NC -certified laboratory [including field -certified]. Effluent values below
50 µg/L will be treated as zero for compliance purposes.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

iv1'DES Permit Standard Conditions
Page 1 of 18
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2/Month
Samples are collected twice per month with at least ten calendar days between sampling events. These samples shall
be representative of the wastewater discharged during the sample period.
3/Week
Samples are collected three times per week on three separate calendar days. These samples shall be representative of
the wastewater discharged during the sample period.
Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33 USC 1251, et.
seq.
Annual Average
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar year. In the case of fecal
coliform, the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
B ass
The known diversion of waste streams from any portion of a treatment facility including the collection system, which
is not a designed or established or operating mode for the facility.
Calendar Day
The period from midnight of one day until midnight of the next day. However, for purposes of this permit, any
consecutive 24-hour period that reasonably represents the calendar day may be used for sampling.
Calendar Week
The period from Sunday through the following Saturday.
Calendar Quarter
One of the following distinct periods: January through March, April through June, July through September, and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 ml in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period. The
Director may designate the most appropriate method (specific number and size of aliquots necessary, the time
interval between grab samples, etc.) on a case -by -case basis. Samples may be collected manually or automatically.
Composite samples may be obtained by the following methods:
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: a series of grab samples collected at equal time intervals over a 24 hour
period of discharge and combined proportional to the rate of flow measured at the time of individual sample
collection, or
(3) Variable time/constant volume: a series of grab samples of equal volume collected over a 24 hour period
with the time intervals between samples detained by a preset number of gallons passing the sampling
point. Flow measurement between sample intervals shall be determined by use of a flow recorder and
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NPDES Permit Standard Conditions
Page 2 of 18
totalizer, and the preset gallon interval between sample collection fixed at no greater than 1/24 of the
expected total daily flow at the treatment system, or
(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at
a constant time interval. Use of this method requires prior approval by the Director. This method
may only be used in situations where effluent flow rates vary less than 15 percent. The following
restrictions also apply:
➢ Influent and effluent grab samples shall be of equal size and of no less than 100 milliliters
➢ Influent samples shall not be collected more than once per hour.
➢ Permittees with wastewater treatment systems whose detention time < 24 hours shall collect effluent
grab samples at intervals of no greater than 20 minutes apart during any 24-hour period.
➢ Permittees with wastewater treatment systems whose detention time exceeds 24 hours shall collect
effluent grab samples at least every six hours; there must be a minimum of four samples during a 24-hour
sampling period.
Continuous flow measurement
Flow monitoring that occurs without interruption throughout the operating hours of the facility. Flow shall be
monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance
activities on the flow device.
Daily Discharge
The discharge of a pollutant measured during a calendar day or any 24-hour period that reasonably represents the
calendar day for purposes of sampling. For pollutants measured in units of mass, the "daily discharge" is calculated as
the total mass of the pollutant discharged over the day. The "daily discharge" concentration comprises the mean
concentration for a 24-hour sampling period as either a composite sample concentration or the arithmetic mean of all
grab samples collected during that period. (40 CFR 122.2)
Daily Maximum
The highest "daily discharge" during the calendar month.
Daily Sampling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit. Sampling shall be conducted on weekdays except where holidays or other disruptions of normal operations
prevent weekday sampling. If sampling is required for all seven days of the week for any permit parameter(s), that
requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DWO or "the Division"
The Division of Water Quality, Department of Environment and Natural Resources.
EMC
The North Carolina Environmental Management Commission.
EPA
The United States Environmental Protection Agency
Facility Closure
Cessation of all activities that require coverage under this NPDES permit. Completion of facility closure will allow
this permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N = the number of individual values. For purposes of
calculating the geometric mean, values of "0" (or "< [detection level]' shall be considered = 1.
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Grab Sample
Individual samples of at least 100 ml collected over a period of time not exceeding 15 minutes. Grab samples can be
collected manually. Grab samples must be representative of the discharge (or the receiving stream, for instream
samples).
Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the CWA.
Instantaneous flow measurement
A measure of flow taken at the time of sampling, when both the sample and flow will be representative of the total
discharge.
Monthly Average (concentration limit).
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliform, the geometric mean of such discharges.
Permit Issuing Authority
The Director of the Division of Water Quality.
Quarterly Average (concentration limit)
The average of all samples taken over a calendar quarter.
Severe property damage
Substantial physical damage to property, damage to the treatment facilities which causes them to become inoperable,
or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. Severe property damage excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307(a)(1) of the CWA.
Upset
An incident beyond the reasonable control of the Permittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive
maintenance, or careless or improper operation.
Weekly Average (concentration limit
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week. In the case of fecal
coliform, the geometric mean of such discharges.
Section B. General Conditions
1. Duty to Comply
The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation
of the CWA and is grounds for enforcement action; for permit termination, revocation and reissuance, or
modification; or denial of a permit renewal application [40 CFR 122.41].
a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a) of the
CWA for toxic pollutants and with standards for sewage sludge use or disposal established under section
405(d) of the CWA within the time provided in the regulations that establish these standards or prohibitions
or standards for sewage sludge use or disposal, even if the permit has not yet been modified to incorporate
the requirement.
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b. The CWA provides that any person who violates section[s] 301, 302,' 306, 307, 308, 318 or 405 of the Act, or
any permit condition or limitation implementing any such sections in a permit issued under section 402, or
any requirement imposed in a pretreatment program approved under sections 402 (a) (3) or 402 (b) (8) of the
Act, is subject to a civil penalty not to exceed $37,500 per day for each violation. [33 USC 1319 (d) and 40
CFR 122.41 (a) (2)]
c. The CWA provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or 405 of the
Act, or any condition or limitation implementing any of such sections in a permit issued under section 402 of
the Act, or any requirement imposed in a pretreatment program approved under section 402(a)(3) or
402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a
negligent violation, a person shall be subject to criminal penalties of not more than $50,000 per day of
violation, or by imprisonment of not more than 2 years, or both. [33 USC 1319 (c) (1) and 40 CFR 122.41 (a)
(2)]
d. Any person who knozvin,gyl violates such sections, or such conditions or limitations is subject to criminal
penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. In
the case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal
penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both.
[33 USC 1319 (c) (2) and 40 CFR 122.41 (a) (2)]
e. Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any permit
condition or limitation implementing any of such sections in a permit issued under section 402 of the Act,
and who knows at that time that he thereby places another person in imminent danger of death or serious
bodily injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not
more than 15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment
violation, a person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than
30 years, or both. An organization, as defined in section 309(c)(3)(B)(iii) of the CWA, shall, upon conviction
of violating the imminent danger provision, be subject to a fine of not more than $1,000,000 and can be fined
up to $2,000,000 for second or subsequent convictions. [40 CFR 122.41 (a) (2)]
f. Under state law, a civil penalty of not more than $25,000 per violation may be assessed against any person
who violates or fails to act in accordance with the terms, conditions, or requirements of a permit. [North
Carolina General Statutes 5 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such
sections in a permit issued under section 402 of this Act. Administrative penalties for Class I violations are
not to exceed $16,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed
$37,500. Penalties for Class II violations are not to exceed $16,000 per day for each day during which the
violation continues, with the maximum amount of any Class II penalty not to exceed $177,500. [33 USC 1219
(g) (2) and 40 CFR 122.41 (a) (3)]
2. Duty to Mitigate
The Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in
violation of this permit with a reasonable likelihood of adversely affecting human health or the environment [40
CFR 122.41 (d)].
3. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II. C. 4), "Upsets" (Part II. C. 5) and "Power
Failures" (Part II. C. 7), nothing in this permit shall be construed to relieve the Permittee from any
responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309
Version 712009

N PDES Permit Standard Conditions
Page 5 of 18
of the Federal Act, 33 USC 1319. Furthermore, the Permittee is responsible for consequential damages, such as
fish kills, even though the responsibility for effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the Permittee
from any responsibilities, liabilities, or penalties to which the Permittee is or may be subject to under NCGS 143-
215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321. Furthermore, the Permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal property, or any
exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, not
any infringement of Federal, State or local laws or regulations [40 CFR 122.41
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical structures or
facilities or the undertaking of any work in any navigable waters.
7. Severability
The provisions of this permit are severable. If any provision of this permit, or the application of any provision of
this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the
remainder of this permit, shall not be affected thereby [NCGS 15013-23].
8. Duty to Provide Information
The Permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the
Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or
terminating this permit or to determine compliance with this permit. The Permittee shall also furnish to the
Permit Issuing Authority upon request, copies of records required by this permit [40 CFR 122.41 (h)].
9. Duty to Reapply
If the Permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the
Permittee must apply for and obtain a new permit [40 CFR 122.41 (b)].
10. Expiration of Permit
The Permittee is not authorized to discharge after the expiration date. In order to receive automatic
authorization to discharge beyond the expiration date, the Permittee shall submit such information, forms, and
fees as are required by the agency authorized to issue permits no later than 180 days prior to the expiration date.
Any Permittee that has not requested renewal at least 180 days prior to expiration, or any Permittee that does not
have a permit after the expiration and has not requested renewal at least 180 days prior to expiration, will subject
the Permittee to enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Signator�E Requirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and certified
[40 CFR 122.41 (k)].
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible
corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in
charge of a principal business function, or any other person who performs similar policy or decision
making functions for the corporation, or (b) the manager of one or more manufacturing, production, or
operating facilities, provided, the manager is authorized to make management decisions which govern the
operation of the regulated facility including having the explicit or implicit duty of making major capital
investment recommendations, and initiating and directing other comprehensive measures to assure long
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term environmental compliance with environmental laws and regulations; the manager can ensure that
the necessary systems are established or actions taken to gather complete and accurate information for
permit application requirements; and where authority to sign documents has been assigned or delegated
to the manager in accordance with corporate procedures .
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal executive officer or
ranking elected official [40 CFR 122.22].
b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a. above or by a duly authorized representative of that person. A
person is a duly authorized representative only if:
1. The authorization is made in writing by a person described above;
2. The authorization specified either an individual or a position having responsibility for the overall
operation of the regulated facility or activity, such as the position of plant manager, operator of a well or
well field, superintendent, a position of equivalent responsibility, or an individual or position having
overall responsibility for environmental matters for the company. (A duly authorized representative may
thus be either a named individual or any individual occupying a named position.); and
3. The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.22]
c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate
because a different individual or position has responsibility for the overall operation of the facility, a new
authorization satisfying the requirements of paragraph (b) of this section must be submitted to the Director
prior to or together with any reports, information, or applications to be signed by an authorized
representative [40 CFR 122.22]
d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the
following certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION WLLL BE
ACCEPTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate
the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons
directly responsible for gathering the information, the information submitted is, to the best of my knowledge and
belief, true, accurate, and complete. 1 am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations."
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the
Permittee for a permit modification, revocation and reissuance, or termination, or a notification of planned
changes or anticipated noncompliance does not stay any permit condition [40 CFR 122.41 (f)].
13. Permit Modification. Revocation and Reissuance, or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Title 40, Code of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina
Administrative Code, Subchapter 2H.0100; and North Carolina General Statute 143-215.1 et. al.
14. Annual Administering and Compliance Monitoring Fee Requirements
The Permittee must pay the annual administering and compliance monitoring fee within thirty days after being
billed by the Division. Failure to pay the fee in a timely manner in accordance with 15A NCAC 2H.0105 (b) (2)
may cause this Division to initiate action to revoke the permit.
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Section C. Operation and Maintenance of Pollution Controls
Certified Operator
Upon classification of the permitted facility by the Certification Commission, the Permittee shall employ a
certified water pollution control treatment system operator in responsible charge (ORC) of the water pollution
control treatment system. Such operator must hold a certification of the grade equivalent to or greater than the
classification assigned to the water pollution control treatment system by the Certification Commission. The
Permittee must also employ one or more certified Back-up ORCs who possess a currently valid certificate of the
type of the system. Back-up ORCs must possess a grade equal to (or no more than one grade less than) the grade
of the system [15A NCAC 8G.0201].
The ORC of each Class I facility must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least weekly
➢ Comply with all other conditions of 15A NCAC 8G.0204.
The ORC of each Class II, III and IV facility must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least five days per week, excluding holidays
➢ Properly manage and document daily operation and maintenance of the facility
➢ Comply with all other conditions of 15A NCAC 8G.0204.
Once the facility is classified, the Permittee shall submit a letter to the Certification Commission designating the
operator in responsible charge:
a. Within 60 calendar days prior to wastewater being introduced into a new system
b. Within 120 calendar days of
➢ Receiving notification of a change in the classification of the system requiring the designation of a
new ORC and back-up ORC
➢ A vacancy in the position of ORC or back-up ORC.
2. Proper Operation and Maintenance
The Permittee shall at all times provide the operation and maintenance resources necessary to operate the existing
facilities at optimum efficiency. The Permittee shall at all times properly operate and maintain all facilities and
systems of treatment and control (and related appurtenances) which are installed or used by the Permittee to
achieve compliance with the conditions of this permit. Proper operation and maintenance also includes adequate
laboratory controls and appropriate quality assurance procedures. This provision requires the Permittee to install
and operate backup or auxiliary facilities only when necessary to achieve compliance with the conditions of the
permit [40 CFR 122.41 (e)].
NOTE: Properly and officially designated operators are fully responsible for all proper operation and
maintenance of the facility, and all documentation required thereof, whether acting as a contract operator
[subcontractor] or a member of the Permittee's staff.
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41
(c)]
4. Bypassing of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41 (m) (2)]
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The Permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but
only if it also is for essential maintenance to assure efficient operation. These bypasses are not subject to the
provisions of Paragraphs b. and c. of this section.
b. Notice [40 CFR 122.41 (m) (3)]
(1) Anticipated bypass. If the Permittee knows in advance of the need for a bypass, it shall submit prior
notice, if possible at least ten days before the date of the bypass; including an evaluation of the
anticipated quality and effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
II. E. 6. (24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
(B) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime. This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance; and
(C) The Permittee submitted notices as required under Paragraph b. of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system -wide collection system
permit associated with the treatment facility.
(3) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse effects, if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph c.
(1) of this section.
5. Upsets
a. Effect of an upset [40 CFR 122.41 (n) (2)]: An upset constitutes an affirmative defense to an action
brought for noncompliance with such technology based permit effluent limitations if the requirements of
paragraph b. of this condition are met. No determination made during administrative review of claims that
noncompliance was caused by upset, and before an action for noncompliance, is final administrative action
subject to judicial review.
b. Conditions necessary for a demonstration of upset: Any Permittee who wishes to establish the
affirmative defense of upset shall demonstrate, through properly signed, contemporaneous operating logs, or
other relevant evidence that:
(1) An upset occurred and that the Permittee can identify the cause(s) of the upset;
(2) The Permittee facility was at the time being properly operated; and
(3) The Permittee submitted notice of the upset as required in Part II. E. 6. (b) of this permit.
(4) The Permittee complied with any remedial measures required under Part II. B. 2. of this permit.
c. Burden of proof [40 CFR 122.41 (n) (4)]: The Permittee seeking to establish the occurrence of an upset
has the burden of proof in any enforcement proceeding.
Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters
shall be utilized/disposed of in accordance with NCGS 143-215.1 and in a manner such as to prevent any pollutant
from such materials from entering waters of the State or navigable waters of the United States. The Permittee
shall comply with all existing Federal regulations governing the disposal of sewage sludge. Upon promulgation of
40 CFR Part 503, any permit issued by the Permit Issuing Authority for the utilization/disposal of sludge may be
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reopened and modified, or revoked and reissued, to incorporate applicable requirements at 40 CFR 503. The
Permittee shall comply with applicable 40 CFR 503 Standards for the Use and Disposal of Sewage Sludge (when
promulgated) within the time provided in the regulation, even if the permit is not modified to incorporate the
requirement. The Permittee shall notify the Permit Issuing Authority of any significant change in its sludge use
or disposal practices.
7. Power Failures
The Permittee is responsible for maintaining adequate safeguards (as required by 15A NCAC 2H.0124) to prevent
the discharge of untreated or inadequately treated wastes during electrical power failures either by means of
alternate power sources, standby generators or retention of inadequately treated effluent.
Section D. Monitoring and Records
Representative Sampling
Samples collected and measurements taken, as required herein, shall be characteristic of the volume and nature of
the permitted discharge. Samples collected at a frequency less than daily shall be taken on a day and time that is
characteristic of the discharge over the entire period the sample represents. All samples shall be taken at the
monitoring points specified in this permit and, unless otherwise specified, before the effluent joins or is diluted
by any other wastestream, body of water, or substance. Monitoring points shall not be changed without
notification to and the approval of the Permit Issuing Authority [40 CFR 122.41 (j)].
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each month and reported on a
monthly Discharge Monitoring Report (DMR) Form (MR 1, 1.1, 2, 3) or alternative forms approved by the
Director, postmarked no later than the last calendar day of the month following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new
facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of
these, and all other reports required herein, shall be submitted to the following address:
NC DENR / Division of Water Quality / Water Quality Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to ensure that the accuracy of the measurements is consistent
with the accepted capability of that type of device. Devices selected shall be capable of measuring flows with a
maximum deviation of less than 10% from the true discharge rates throughout the range of expected discharge
volumes. Flow measurement devices shall be 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 Director shall approve the flow measurement device and monitoring location prior to installation.
Once -through condenser cooling water flow monitored by pump logs, or pump hour meters as specified in Part I
of this permit and based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Laboratories used for sample analysis must be certified by the Division. Permittees should contact the Division's
Laboratory Certification Section (919 733-3908 or http://h2o.enr.state.nc.us/lab/cert.htm) for information
regarding laboratory certifications.
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Personnel conducting testing of field -certified parameters must hold the appropriate field parameter
certifications.
Test procedures for the analysis of pollutants shall conform to the EMC regulations (published pursuant to
NCGS 143-215.63 et. seq.), the Water and Air Quality Reporting Acts, and to regulations published pursuant to
Section 304(g), 33 USC 1314, of the CWA (as amended), and 40 CFR 136; or in the case of sludge use or disposal,
approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless other test procedures have been
specified in this permit [40 CFR 122.41].
To meet the intent of the monitoring required by this permit, all test procedures must produce minimum
detection and reporting levels that are below the permit discharge requirements and all data generated must be
reported down to the minimum detection or lower reporting level of the procedure. If no approved methods are
determined capable of achieving minimum detection and reporting levels below permit discharge requirements,
then the most sensitive (method with the lowest possible detection and reporting level) approved method must
be used.
5. Penalties for Tampering
The CWA provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any monitoring
device or method required to be maintained under this permit shall, upon conviction, be punished by a fine of
not more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both.
If a conviction of a person is for a violation committed after a first conviction of such person under this
paragraph, punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more
than 4 years, or both [40 CFR 122.41].
6. Records Retention
Except for records of monitoring information required by this permit related to the Permittee's sewage sludge
use and disposal activities, which shall be retained for a period of at least five years (or longer as required by 40
CFR 503), the Permittee shall retain records of all monitoring information, including.
➢ all calibration and maintenance records
➢ all original strip chart recordings for continuous monitoring instrumentation
➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained for a period of at least 3 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time [40 CFR
122.41].
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shall record
the following information [40 CFR 122.41]:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
8. Inspection and Entry
The Permittee shall allow the Director, or an authorized representative (including an authorized contractor acting
as a representative of the Director), upon the presentation of credentials and other documents as may be required
by law, to;
a. Enter upon the Permittee's premises where a regulated facility or activity is located or conducted, or where
records must be kept under the conditions of this permit;
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b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this
permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices,
or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise
authorized by the CWA, any substances or parameters at any location [40 CFR 122.41 (i)].
Section E Reporting Requirements
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge
of any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall
constitute a violation of the permit.
2. Planned Changes
The Permittee shall give notice to the Director as soon as possible of any planned physical alterations or
additions to the permitted facility [40 CFR 122.41 (1)]. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
122.29 (b); or
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged. This notification applies to pollutants subject neither to effluent limitations in the permit, nor to
notification requirements under 40 CFR 122.42 (a) (1).
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal practices,
and such alteration, addition or change may justify the application of permit conditions that are different
from or absent in the existing permit, including notification of additional use or disposal sites not reported
during the permit application process or not reported pursuant to an approved land application plan.
3. Anticipated Noncompliance
The Permittee shall give advance notice to the Director of any planned changes to the permitted facility or other
activities that might result in noncompliance with the permit [40 CFR 122.41 (1) (2)].
4. Transfers
This permit is not transferable to any person without approval from the Director. The Director may require
modification or revocation and reissuance of the permit to document the change of ownership. Any such action
may incorporate other requirements as may be necessary under the CWA [40 CFR 122.41 (1) (3)].
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41 (1) (4)].
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II. D. 2) or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
b. If the Permittee monitors any pollutant more frequently than required by this permit, the results of such
monitoring shall be included in the calculation and reporting of the data submitted on the DMR.
6. Twenty-four Hour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public health or the environment. Any information shall be provided orally within 24
hours from the time the Permittee became aware of the circumstances. A written submission shall also be
provided within 5 days of the time the Permittee becomes aware of the circumstances. The written
submission shall contain a description of the noncompliance, and its cause; the period of noncompliance,
including exact dates and times, and if the noncompliance has not been corrected, the anticipated time it is
expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the
noncompliance [40 CFR 122.41 (1) (6)].
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b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at [phone], [phone] or [phone].
7. Other Noncompliance
The Permittee shall report all instances of noncompliance not reported under Part II. E. 5 and 6. of this permit at
the time monitoring reports are submitted. The reports shall contain the information listed in Part II. E. 6. of
this permit [40 CFR 122.41 (1) (7)].
8. Other Information
Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or
submitted incorrect information in a permit application or in any report to the Director, it shall promptly submit
such facts or information [40 CFR 122.410) (8)].
9. Noncompliance Notification
The Permittee shall report by telephone to either the central office or the appropriate regional office of the
Division 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 water pollution control facility which results in the discharge 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.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass without treatment of
all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report within 5 days following first
knowledge of the occurrence.
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3 (a)(2) or Section 308 of the Federal Act, 33
USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices
of the Division. As required by the Act, effluent data shall not be considered confidential. Knowingly making
any false statement on any such report may result in the imposition of criminal penalties as provided for in
NCGS 143-215.1(b)(2) or in Section 309 of the Federal Act.
11. Penalties for Falsification of Reports
The CWA provides that any person who knowingly makes any false statement, representation, or certification in
any record or other document submitted or required to be maintained under this permit, including monitoring
reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of not more
than $25,000 per violation, or by imprisonment for not more than two years per violation, or by both (40 CFR
122.41].
12. Annual Performance Reports
Permittees who own or operate facilities that collect or treat municipal or domestic waste shall provide an annual
report to the Permit Issuing Authority and to the users/customers served by the Permittee (NCGS 143-215.1C).
The report shall summarize the performance of the collection or treatment system, as well as the extent to which
the facility was compliant with applicable Federal or State laws, regulations and rules pertaining to water quality.
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The report shall be provided no later than sixty days after the end of the calendar or fiscal year, depending upon
which annual period is used for evaluation.
The report shall be sent to:
NC DENR / DWQ / Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
PART III
OTHER REQUIREMENTS
Section A. Construction
The Permittee shall not commence construction of wastewater treatment facilities, nor add to the planes treatment
capacity, nor change the treatment process(es) utilized at the treatment plant unless the Division has issued an
Authorization to Construct (AtC) permit. Issuance of an AtC will not occur until Final Plans and Specifications for
the proposed construction have been submitted by the Permittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall, upon written notice from the Director, conduct groundwater monitoring as may be required to
determine the compliance of this NPDES permitted facility with the current groundwater standards.
Section C. Changes in Discharges of Toxic Substances
The Permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe (40 CFR 122.42):
a. That any activity has occurred or will occur which would result in the discharge, on a routine or frequent
basis, of any toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the
following "notification levels";
(1) One hundred micrograms per liter (100 µg/L);
(2) Two hundred micrograms per liter (200 µg/L) for acrolein and acrylonitrile; five hundred micrograms
per liter (500 µg/L) for 2.4-dinitrophenol and for 2-methyl-4.6-dinitrophenol; and one milligram per liter
(1 mg/L) for antimony;
(3) ' Five times the maximum concentration value reported for that pollutant in the permit application.
b. That any activity has occurred or will occur which would result in any discharge, on a non -routine or
infrequent basis, of a toxic pollutant which is not limited in the permit, if that discharge will exceed the
highest of the following "notification levels';
(1) Five hundred micrograms per liter (500 µg/L);
(2) One milligram per liter 0 mg/L) for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Evaluation of Wastewater Discharge Alternatives
The Permittee shall evaluate all wastewater disposal alternatives and pursue the most environmentally sound
alternative of the reasonably cost effective alternatives. If the facility is in substantial non-compliance with the terms
and conditions of the NPDES permit or governing rules, regulations or laws, the Permittee shall submit a report in
such form and detail as required by the Division evaluating these alternatives and a plan of action within 60 days of
notification by the Division.
Section E. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system
covered by this permit. The Division may require specific measures during deactivation of the system to prevent
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adverse impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit
continue at the permitted facility.
PART IV
SPECIAL CONDITIONS FOR MUNICIPAL FACILITIES
Section A. Definitions
In addition to the definitions in Part II of this permit, the following definitions apply to municipal facilities:
Indirect Discharge or Industrial User
Any non -domestic source that discharges wastewater containing pollutants into a POTW regulated under section
307(b), (c) or (d) of the CWA. [40 CFR 403.3 (b) (i) and (j)]
Interference
Inhibition or disruption of the POTW treatment processes; operations; or its sludge process, use, or disposal which
causes or contributes to a violation of any requirement of the POTWs NPDES Permit or prevents sewage sludge use
or disposal in compliance with specified applicable State and Federal statutes, regulations, or permits. [15A NCAC
2H.0903 (b) (13)]
Pass Through
A discharge which exits the POTW into waters of the State in quantities or concentrations which, alone or with
discharges from other sources, causes a violation, including an increase in the magnitude or duration of a violation, of
the POTWs NPDES permit, or of an instream water quality standard. [15A NCAC 2H.0903 (b) (23)]
Publicly Owned Treatment Works (POTW),
A treatment works as defined by Section 212 of the CWA, owned by a State or local government entity. This
definition includes any devices and systems used in the storage, treatment, recycling and reclamation of municipal
sewage or industrial wastes of a liquid nature. It also includes sewers, pipes, and other conveyances only if they
convey wastewater to a POTW. The term also means the local government entity, or municipality, as defined in
section 502(4) of the CWA, which has jurisdiction over indirect discharges to and the discharges from such a
treatment works. [15A NCAC 2H.0903 (b) (27)]
"Significant Industrial User" or "SILL"
An industrial user that discharges wastewater into a publicly owned treatment works and that [15A NCAC 2H.0903
(b) (34)]:
(a) discharges an average of 25,000 gallons or more per day of process wastewater to the POTW (excluding
sanitary, noncontact cooling and boiler blowdown wastewaters) or;
(b) contributes more than 5 percent of the design flow of the POTW treatment plant or more than 5 percent of
the maximum allowable headworks loading of the POTW treatment plant for any pollutant of concern, or;
(c) is required to meet a national categorical pretreatment standard, or;
(d) is, regardless of Parts (a), (b), and (c) of this definition, otherwise determined by the POTW, the Division, or
the EPA to have a reasonable potential for adversely affecting the POTWs operation or for violating any
pretreatment standard or requirement or POT%Vs receiving stream standard, or to limit the POTWs sludge
disposal options.
Section B. Publicly Owned Treatment Works (POTWs�
All POTWs are required to prevent the introduction of pollutants into the POTW which will interfere with the
operation of the POTW, including interference with its use or disposal of municipal sludge, or pass through the
treatment works or otherwise be incompatible with such treatment works. [40 CFR 403.2]
All POTWs must provide adequate notice to the Director of the following [40 CFR 122.42 (b)]:
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1. Any new introduction of pollutants into the POTW from an indirect discharger, including pump and
hauled waste, which would be subject to section 301 or 306 of CWA if it were directly discharging those
pollutants; and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger
as influent to that POTW at the time of issuance of the permit.
3. For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of
effluent introduced into the POTW, and (2) any anticipated impact that may result from the change of the
quantity or quality of effluent to be discharged from the POTW.
Section C. Municipal Control of Pollutants from Industrial Users.
1. Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from industries
using the municipal system may be present in the Permittee's discharge. At such time as sufficient information
becomes available to establish limitations for such pollutants, this permit may be revised to specify effluent
limitations for any or all of such other pollutants in accordance with best practicable technology or water
quality standards.
2. Prohibited Discharges
a. Under no circumstances shall the Permittee allow introduction of pollutants or discharges into the waste
treatment system or waste collection system which cause or contribute to Pass Through or Interference
as defined in 15A NCAC 2H.0900 and 40 CFR 403. [40 CFR 403.5 (a) (1)]
b. Under no circumstances shall the Permittee allow introduction of the following wastes in the waste
treatment or waste collection system [40 CFR 403.5 (b)]:
1. Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60. degrees
Centigrade using the test methods specified in 40 CFR 261.21;
2. Pollutants which cause corrosive structural damage to the POTW, but in no case discharges with
pH lower than 5.0, unless the works is specifically designed to accommodate such discharges;
3. Solid or viscous pollutants in amounts which cause obstruction to the flow in the POTW resulting
in Interference;
4. Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a
flow rate and/or pollutant concentration which will cause Interference with the POTW;
5. Heat in amounts which will may inhibit biological activity in the POTW resulting in Interference,
but in no case heat in such quantities that the temperature at the POTW Treatment Plant exceeds
40°C (104°F) unless the Division, upon request of the POTW, approves alternate temperature
limits;
6. Petroleum oil, nonbiodegradable cutting oil, or products of mineral oil origin in amounts that will
cause interference or pass through;
7. Pollutants which result in the presence of toxic gases, vapors, or fumes within the POTW in a
quantity that may cause acute worker health and safety problems;
8. Any trucked or hauled pollutants, except at discharge points designated by the POTW.
C. The Permittee shall investigate the source of all discharges into the WW'I'P, including slug loads and
other unusual discharges, which have the potential to adversely impact the permittee's Pretreatment
Program and/or the operation of the WWTP.
The Permittee shall report such discharges into the WWTP to the Director or the appropriate Regional
Office. Any information shall be provided orally within 24 hours from the time the Permittee became
aware of the circumstances. A written submission shall also be provided within 5 days of the time the
Permittee becomes aware of the circumstances. The written submission shall contain a description of
the discharge, the investigation into possible sources; the period of the discharge, including exact dates
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and times; and if the discharge has not ceased, the anticipated time it is expected to continue; and steps
taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance,
3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the Permittee to
supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to ensure compliance
by the Permittee with all applicable effluent limitations. Such actions by the Permittee may be necessary
regarding some or all of the industries discharging to the municipal system.
4. The Permittee shall require any industrial discharger sending its effluent to the permitted system to meet
Federal Pretreatment Standards promulgated in response to Section 307(b) of the Act as amended (which
includes categorical standards and locally derived limits and narrative requirements). Prior to accepting
wastewater from any significant industrial user, the Permittee shall either develop and submit to the Division a
new Pretreatment Program or a modification of an existing Pretreatment Program, for approval as required
under section D below as well as 15A NCAC 2H.0907 (a) and (b). [40 CFR 122.44 0) (2)]
This permit shall be modified, or alternatively, revoked and reissued, to incorporate or modify an approved
POTW Pretreatment Program or to include a compliance schedule for the development of a POTW
Pretreatment Program as required under Section 402 (b) (8) of the CWA and implementing regulations or by
the requirements of the approved State pretreatment program, as appropriate.
Section D. Pretreatment Programs
Under authority of sections 307 (b) and (c) and 402 (b) (8) of the CWA and implementing regulations 40 CFR 403,
North Carolina General Statute 143-215.3 (14) and implementing regulations 15A NCAC 2H.0900, and in accordance
with the approved pretreatment program, all provisions and regulations contained and referenced in the Pretreatment
Program Submittal are an enforceable part of this permit. [40 CFR 122.44 0) (2)]
The Permittee shall operate its approved pretreatment program in accordance with Section 402 (b) (8) of the CWA,
40 CFR 403, 15A NCAC 2H.0900, and the legal authorities, policies, procedures, and financial provisions contained
in its pretreatment program submission and Division approved modifications thereof. Such operation shall include
but is not limited to the implementation of the following conditions and requirements. Terms not defined in Part II
or Part IV of this permit are as defined in 15A NCAC 2H.0903 and 40 CFR 403.3.
Sewer Use Ordinance (SILO)
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program. [15A
NCAC 2H.0905 and .0906; 40 CFR 403.8 (f) (1) and 403.9 (1), (2)]
2. Industrial Waste Survey (IWS),
The permittee shall implement an IWS consisting of the survey of users of the POTW, as required by 40 CFR
403.8 (fl (2) (i-iii) and 15A NCAC 2H.0905 [also 40 CFR 122.44 0) (1)], including identification of all industrial
users and the character and amount of pollutants contributed to the POTW by these industrial users and
identification of those industrial users meeting the definition of SIU. The Permittee shall submit a summary of
its IWS activities to the Division at least once every five years, and as required by the Division. The IWS
submission shall include a summary of any investigations conducted under paragraph B, 2, c, of this Part.
Monitoring Plan
The Permittee shall implement a Division -approved Monitoring Plan for the collection of facility specific data
to be used in a wastewater treatment plant Headworks Analysis (IIWA) for the development of specific
pretreatment local limits. Effluent data from the Plan shall be reported on the DMRs (as required by Part II,
Section D, and Section E.5.). [15A NCAC 2H.0906 (b) (2) and .0905]
4. Headworks Analysis A) and Local Limits
The Permittee shall obtain Division approval of a HWA at least once every five years, and as required by the
Division. Within 180 days of the effective date of this permit (or any subsequent permit modification) the
Version 712009

)ES Permit Standard Conditions
Page 17 of 18
Permittee shall submit to the Division a written technical evaluation of the need to revise local limits (i.e., an
updated HWA or documentation of why one is not needed) [40 CFR 122.44]. The Permittee shall develop, in
accordance with 40 CFR 403.5 (c) and 15A NCAC 2H.0909, specific Local Limits to implement the
prohibitions listed in 40 CFR 403.5 (a) and (b) and 15A NCAC 2H.0909.
5. Industrial User Pretreatment Permits (IUP= & Allocation Tables
In accordance with NCGS 143-215.1, the Permittee shall issue to all significant industrial users, permits for
operation of pretreatment equipment and discharge to the Permittee's treatment works. These permits shall
contain limitations, sampling protocols, reporting requirements, appropriate standard and special conditions,
and compliance schedules as necessary for the installation of treatment and control technologies to assure that
their wastewater discharge will meet all applicable pretreatment standards and requirements. The Permittee
shall maintain a current Allocation Table (AT) which summarizes the results of the HWA and the limits from
all IUPs. Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA. [15A NCAC 2H.0909, .0916, and .0917; 40 CFR 403.5, 403.8 (f) (1) (iii); NCGS 143-
215.67 (a)]
6. Authorization to Construct (AtQ
The Permittee shall ensure that an Authorization to Construct permit (AtC) is issued to all applicable industrial
users for the construction or modification of any pretreatment facility. Prior to the issuance of an AtC, the
proposed pretreatment facility and treatment process must be evaluated for its capacity to comply with all
Industrial User Pretreatment Permit (IUP) limitations. [15A NCAC 2H.0906 (b) (6) and .0905; NCGS 143-
215.1 (a) (8)]
7. POTW Inspection & Monitoring of their IUs
The Permittee shall conduct inspection, surveillance, and monitoring activities as described in its Division
approved pretreatment program in order to determine, independent of information supplied by industrial users,
compliance with applicable pretreatment standards. [15A NCAC' 2H .0908(d); 40 CFR 4018(f)(2)(v)]. The
Permittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year; and
b. Sample all Significant Industrial Users (SIUs) at least twice per calendar year for all permit -limited
pollutants, once during the period from January 1 through June 30 and once during the period from
July 1 through December 31, except for organic compounds which shall be sampled at least once per
calendar year; For the purposes of this paragraph, "organic compounds" means the types of
compounds listed in 40 CFR 136.3(a), Tables IC, ID, and IF, as amended.
8. IU Self Monitoring and Reporting
The Permittee shall require all industrial users to comply with the applicable monitoring and reporting
requirements outlined in the Division -approved pretreatment program, the industry's pretreatment permit, or
in 15A NCAC 2H .0908. [15A NCAC 2H .0906(b)(4) and .0905; 40 CFR 403.8(f)(1)(v) and (2)(iii); 40 CFR
122.440)(2)]
9. Enforcement Response Plan (ERP)
The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b) and (c) of the Clean Water Act (40 CFR 405 et. seq.), prohibitive
discharge standards as set forth in 40 CFR 403.5 and 15A NCAC 2H.0909, and specific local limitations. All
enforcement actions shall be consistent with the Enforcement Response Plan (ERP) approved by the Division.
[15A NCAC 2H .0906(b)(7) and .0905; 40 CFR 4038(f)(5)]
10. Pretreatment Annual Reports (PART
The Permittee shall report to the Division in accordance with 15A NCAC 2H .0908. In lieu of submitting
annual reports, Modified Pretreatment Programs developed under 15A NCAC 2H .0904 (b) may be required to
submit a partial annual report or to meet with Division personnel periodically to discuss enforcement of
pretreatment requirements and other pretreatment implementation issues.
Version 712009

... DES Permit Standard Conditions
Page 18 of 18
For all other active pretreatment programs, the Permittee shall submit two copies of a Pretreatment Annual
Report (PAR) describing its pretreatmerrt activities over the previous twelve months to the Division at the
following address:
NC DENR / DWQ / Pretreatment, Emergency Response, and Collection Systems Unit (PERCS)
1617 Mail Service Center
Raleigh, NC 27699-1617
These reports shall be submitted according to a schedule established by the Director and shall contain the
following.
a.) Narrative
A brief discussion of reasons for, status of, and actions taken for all Industrial Users (IUs) in Significant
Non -Compliance (SNC);
b.) Pretreatment Program Summary (PPS)
A pretreatment program summary (PPS) on specific forms approved by the Division;
c.) Significant Non -Compliance Report (SNCR)
The nature of the violations and the actions taken or proposed to correct the violations on specific forms
approved by the Division;
d.) Industrial Data Summary Forms (IDSFD
Monitoring data from samples collected by both the POTW and the Significant Industrial User (SIU)
and any monitoring data for other Industrial Users (IUs) in SNC. These analytical results must be
reported on Industrial Data Summary Forms (IDSF) or other specific format approved by the Division;
e.) Other Information
Copies of the POTW's allocation table, new or modified enforcement compliance schedules,. public
notice of IUs in SNC, and any other information, upon request, which in the opinion of the Director is
needed to determine compliance with the pretreatment implementation requirements of this permit;
11. Public Notice
The Permittee shall publish annually a list of Industrial Users (IUs) that were in Significant Non -Compliance
(SNC) as defined in the Pertriittee's Division -approved Sewer Use Ordinance with applicable pretreatment
requirements and standards during the previous twelve month period. This list shall be published within four
months of the applicable twelve-month period. L15A NCAC 2H .0903(b)(35)..0908(b,)(5) and .0905 and 40
CFR 403.8(OM(vii)]
12. Record Keeping
The Permittee shall retain for a minimum of three years records of monitoring activities and results, along with
support information including general records, water quality records, and records of industrial impact on the
POTW. [15A NCAC 2H .0908(f); 40 CFR 403.12(o)]
13. Funding and Financial Report
The Permittee shall maintain adequate funding and staffing levels to accomplish the objectives.of its approved
pretreatment program. [15A NCAC 2H .0906(a) and .0905; 40 CFR 403.8(f)(3), 403.9(b)(3)]
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits modifications,
POTW monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan modifications, shall be
considered a permit modification and shall be governed by 15 NCAC 2H .0114 and 15A NCAC 2H .0907.
Version 712009

A N15WA
NCDENR
North Carolina Department of Environment and .Natural. Resources
Division of Water Quality
Beverly Eaves Perdue
Governor
RICHARD P FOUTZ
Coleen H. Sullins
Director
August 7, 2009
SECRETARY/TREASURER
GRANDFATHER GOLD AND COUNTRY CLUB
PO BOX 368
LINVIL.LE NC 28646
Dear Mr. Foutz:
r --Dee:Freeman
� [� � �� ����� � � Secre
i i tary
AUG 10 2009
.. I
r UJATEI'I C'ii;aLiTY SECT ION
A.SF-'EVILLE R_ ?i N/,L C' riCE
_�_.. _
Subject: Receipt of permit renewal application
NPDES Permit NCO023124
GGCC Utility WWTP
Avery County
The NPDES Unit received your permit renewal application on July 30, 2009. A member of the NPDES
Unit will review your application. They will contact you if additional information is required to complete your
permit renewal. You should expect to receive a draft permit approximately 30-45 days before your existing permit
expires.
If you have any additional questions concerning renewal of the subject permit, please contact Tom Belnick
at [phone].
Sincerely,
Dina Sprinkle
Point Source Branch
cc: CENTRAL FILES
sheville Re �orial-Offi/Surface Water Protection
NPDES Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
NorthCarolina
An Equal Opportunity \Affirmative Action Employer

July 27, 2009
� I AUG
E
1 0
2009
WATER _ I
AL ITY
ION
SECTON
i
CERTIFIED MAIL
Mrs. Dina Sprinkle IVELJ
NC DENR/DWQ/Point Source Branch
1617 Mail Service Center JUL 3 O 2009
Raleigh, NC 27699-1617
Re: NPDES Permit Renewal DENR -WATER QUALITY
# NC 0023124 POINT SOURCE BRANCH
GGCC Utility, Inc.
Dear Mrs. Sprinkle:
Enclosed please find a NPDES permit application requesting the renewal for the above
referenced permit.
There have been no substantial changes to the plant, other than routine maintenance,
replacement and repair, since the last renewal of this permit.
If you need any additional information, please let me know.
Sincerely,
Richard P. Foutz
Secretary/Treasurer
Enclosures: Permit Application
Sludge Management Plan
Additional copies as requested
P.O. Box 368, Linville, North Carolina 28646
[phone]

NPDES APPLICATION FOR PERMIT RENEWAL - FORM A
For Publicly Owned Treatment Works (POTW) or other treatment systems treating
PV domestic wastes < 0.1 MGD with no pretreatment program.
Mail the complete application to:
N. C. Department of Environment and Natural Resources
Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit INCO023124
If you are completing this form in computer use the TAB key or the up — down arrows to move from one
field to the next. To check the boxes, click your mouse on top of the box. Otherwise, please print or type.
1. Contact Information:
Owner Name
GGCC Utility Inc. Zachary Platek, C.O.O.
Facility Name
GGCC Utility WWTP
Mailing Address
P.O. Box 368 2120 Highway 105 South
City
Linville
State / Zip Code
NC 28646
Telephone Number
[phone]
Fax Number
[phone]
e-mail Address
2. Location of facility producing discharge:
Check here if same address as above
Street Address or State Road
City
State / Zip Code
County
3. Operator Information:
Name of the firm, public organization or other entity that operates the facility
referring to the Operator in Responsible Charge or ORC)
Name Grandfather Golf & Country Club
Mailing Address P.O. Box 368 2120 Highway 105 South
City
State / Zip Code
Telephone Number
Fax Number
Linville
NC 28646
[phone]
[phone]
4. Population served: 250
(Note that this is not
1 of 3 Form -A 1/06

NPDES APPLICATION FOR PERMIT RENEWAL - FORM A
For Publicly Owned Treatment Works (POTW) or other treatment systems treating
domestic wastes < 0.1 MGD with no pretreatment program,
5. Do you receive industrial waste?
® No ❑ Yes (if you have an approved pre-treatment program, must complete Form 2A)
6. Type of collection system
® Separate (sanitary sewer only) ❑ Combined (storm sewer and sanitary sewer)
7. Outfall Information:
Number of separate discharge points 1
Outfall Identification number(s) 001
Is the outfall equipped with a diffuser? ❑ Yes ® No-
8. Name of receiving stream(s) (Provide a map showing the exact location of each outfall):
Linville River in the Catawba River Basin
9. Frequency of Discharge: ® Continuous ❑ Intermittent
If intermittent:
Days per week discharge occurs: Duration: _
10. Describe the treatment system
List all installed components, including capacities, provide design removal for BOD, TSS, nitrogen and
phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a
separate sheet of paper.
1 pre -aeration basin, 16 aeration basins, 4 clarifiers dual train, valves to separate
trains, contact chamber, flow measurement, ultraviolet disinfection, re -air basin, 3.75 Hp
motors and 3 blowers.
11. Flow Information:
Treatment Plant Design flow .07 MGD
Annual Average daily flow .034 MGD (for the previous 3 years)
Maximum daily flow .127 MGD (for the previous 3 years)
12. Is this facility located on Indian country?
❑ Yes ® No
2of3
Form -A 1/06

NPDES APPLICATION FOR PERMIT RENEWAL - FORM A
For Publicly Owned Treatment Works (POTW) or.other treatment systems treating
domestic wastes < 0.1 MGD with no pretreatment program.
13. Effluent Data
Provide data for the parameters listed. Fecal Coliform, Temperature and pH shall be grab samples, for all other
parameters 24-hour composite sampling shall be used. Effluent testing data must be based on at least three samples
and must be no more than four and one half years old.
Parameter
Daily
Maximum
Monthly
Average
Units of
Measurement
Number of
Samples
Biochemical Oxygen Demand
(BOD5)
7
11
mg/L
Fecal Coliform
<1
5
c/100 ml
Total Suspended Solids
9
6
mg/L _
Temperature (Summer)
22
17
o c
Temperature (Winter)
3
10
o c
pH
7.1
s/u
14. List all permits, construction approvals and/or applications:
Type
Hazardous Waste (RCRA)
UIC (SDWA)
NPDES
PSD (CAA)
Non -attainment program (CAA)
Permit Number
NCO023124
15. APPLICANT CERTIFICATION
Type
NESHAPS (CAA)
Ocean Dumping (MPRSA)
Dredge or fill (Section 404 or CWA)
Special Order of Consent (SOC)
Other
Permit Number
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
1•�f1�rt) �� u; �CC"" q"7 l Jd_/fir'
Printed name of Person Signing
Signature of Applicant
Title
7-'2%-0
Date
North Carolina General Statute 143-215.6 (b)(2) states: Any person who knowingly makes any false statement
representation, or certification in any application, record, report, plan, or other document files or required to be
maintained under Article 21 or regulations of the Environmental Management Commission implementing that
Article, or who falsifies, tampers with, or knowly renders inaccurate any recording or monitoring device or method
required to be operated or maintained under Article 21 or regulations of the Environmental Management
Commission implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed
$25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides a
punishment by a fine of not more than $25,000 or imprisonment not more than 5 years, or both, for a similar
offense.)
3 of 3 Form -A 1/06

GGCC Utility, Inc.
NPDES Permit Renewal Application
NC 0023124
Sludge Management Plan: GGCC Utility, Inc. contracts the pumping of excess solids. The
Operator in Charge makes an assessment and contacts a pumping contractor who accepts the
waste activated sludge and hauls the digested sludge to a wastewater treatment plant large
enough to handle the biosolids.
<-�' --0-- �'
Richard P. Foutz
Secretary/Treasurer

o�,oF W aTF9QG 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
March 23, 2005
Mr. Richard P. Foutz
GGCC Utility, Inc.
P.O. Box 368
Linville, North Carolina 28646
I
EcEE IE
APR - 1 2005
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
Subject: Issuance of NPDES Permit NC0023124
Grandfather Golf & Country Club WW'IP
Avery County
Dear Mr. Foutz:
Division personnel have reviewed and approved your application for renewal of the subject permit.
Accordingly, we are forwarding the attached NPDES discharge permit. This permit is issued pursuant to the
requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North
Carolina and the U.S. Environmental Protection Agency dated May 9, 1994 (or as subsequently amended).
This final permit includes no major changes from the draft permit sent to you on January 19,
2005.
The North Carolina Wildlife Resources Commission (WRC) provided comments on the draft NPDES
permit, expressing concern over potential impacts to downstream aquatic life from this wastewater discharge.
Specifically�WRC expressed concerns over the use of chlorine and its potential toxicityto aquatic Ber In
response, DWQ encourages the permittee to avoid overdosing during chlorination, and to copsider UV — Ln. u S
disinfection as a treatment alternative if economically and technically feasible. The WRC also expressed a
concern about the reliability of the treatment plant, and DWQ responded that standby power is a requirement
for all new and expanding facilities. The WRC recommended that this facility connect to a publicly owned
treatment works (POTW) when available, and DWQ responded that smaller facilities are encouraged to connect
to regional facilities when economically and technically feasible. Finally, WRC expressed concerns about
ammonia toxicity, and DWQ responded that ammonia limitations will be reevaluated if there is a change to the
ammonia water quality standard, or if a site specific management strategy (per 15A NCAC 2B.0110) is
developed for federally -listed threatened/endangered aquatic species in this area.
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days
following receipt of this letter. 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, North Carolina 27699-6714). Unless such demand is made, this decision shall be final
and binding.
Noe Carolina
Ntura!!y
N. C. Division of Water Quality 1617 Mail Service Center
Internet: http://h2o.enr.state.nc.us 512 N. Salisbury St.
An Eaual O000rtunitvlAffirmative Action Emolover
Raleigh, North Carolina 27699-1617 Phone: [phone] Customer Service
Raleigh, NC 27604 Fax: [phone]

Mr. Foutz
Page 2
Please note that this permit is not transferable except after notice to the Division. The Division may
require modification or revocation and reissuance of the permit. This permit does not affect the legal
requirements to obtain other permits which may be required by the Division of Water Quality or permits
required by the Division of Land Resources, the Coastal Area Management Act or any other Federal or Local
governmental permit that may be required. If you have any questions concerning this permit, please contact
Karen Rust at telephone number [phone], extension 361.
Sincerely,
ORIGINAL SIGNED BY
Mark McIntire
cc: Central Files_ _
Asheville -Regional Office%Surface. Water Protection_ S'ectioay
NPDES Files
Alan W. Klimek, P.E.
NorthCarolina
N. C. Division of Water Quality 1617 Mail Service Center
Internet: httpJ/h2o.enr.state.nc.us 512 N. Salisbury St.
An Equal Opportunity/Affirmative Action Employer
Raleigh, North Carolina 27699-1617 Phone: [phone] Customer Service
Raleigh, NC 27604 Fax: [phone]

Pr
A
N
Permit NCO023124
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
GGCC Utility, Inc.
is hereby authorized to discharge wastewater from a facility located at the
Grandfather Golf and Country Club WWTP
NC Highway 105 North
Linville
Avery County
to receiving waters designated as the Linville River in the Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, III and IV hereof.
This permit shall become effective May 1, 2005.
This permit and authorization to discharge shall expire at midnight on January 31, 2010.
Signed this day March 23, 2005.
ORIGINAL SIGNED. BY
Mark McIntire
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

09
Permit NCO023124
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or
discharge are hereby revoked. As of this permit issuance, any previously issued
permit bearing this number is no longer effective. Therefore, the exclusive authority
to operate and discharge from this facility arises under the permit conditions,
requirements, terms, and provisions included herein.
GGCC Utility, Inc., is hereby authorized to:
1. Continue to operate an existing 0.07 MGD wastewater treatment facility with the
following components:
♦ Influent screening
♦ Aeration basins
♦ Clarifiers
♦ Sludge holding tank
♦ Back-up chlorination and dechlorination equipment
♦ Tertiary filtration
♦ Flow meter (totalizer)
♦ UV disinfection
This facility is located north of Linville at the Grandfather Golf and Country Club
WWTP on NC Highway 105 North in Avery County.
2. Discharge from said treatment works at the location specified on the attached
map into the Linville River, classified C-Trout waters in the Catawba River Basin.

Permit NC0023124
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL
During the period beginning on the effective date of this permit and lasting until expiration, the Permittee is
authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as
specified below:
EFFLUENT
C9�ARACTERISTICS
-
LIMITS
MONITORING REQUIREMENTS .,
�'Mo,.nthly'Daily
Average
`: Maximum
Measurement
Freauenc
Sample Type
°.� Sample Location
Flow
0.07 MGD
Continuous
Recording
Influent or Effluent
BOD, 5-day (20°C)
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
Total Suspended Residue
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
NH3 as N
April 1 —October 31
9.0 mg/L
35.0 mg/L
2/Month
Composite
Effluent
NH3 as N
(November 1 — March 31)
27.0 mg/L
35.0 mg/L
2/Month
Composite
Effluent
Fecal Coliform
(geometric mean
200 / 100 ml
400 / 100 ml
Weekly
Grab
Effluent
Total Residual Chlorinel
28,ug/L
2/Week
Grab
Effluent
Temperature X)
Weekly
Grab
Effluent
Total Nitrogen
(NO2+NO3+TKN)
Quarterly
Composite
Effluent
Total Phosphorus
Quarterly
Composite
Effluent
pH2
Weekly
Grab
Effluent
Footnotes:
1. Applies when chlorine is used for disinfection.
2. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Latitude: 36005' 15"
Longitude: 81 °51'55"
Receiving Stream Linville River
Quad # : C11SE
Stream Class: GTrout
Subbasin: 30830
NCO023124
Grandfather Golf
and Country Club
Facility
Location
North SCALE 1 :24000

NC®ENR
' NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 13, 2000
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Grandfather Golf & Country Club
Mr. Richard P. Foutz
P.O. Box 368
Linville, North Carolina 28646
DIVISION OF WATER QUALITY
Subject: Clas4 sif at��on c f,W: terB,Pollution- ok i;€�li �ysto
Gar nclfatl°�ct Golf � �o�unt�ry;_Club_;�IWTP_� �~ I_ n '�G�O
1'er„rr�ilt No:. NC0023:1' 24
Ave- rAy County-i
— IeIe,T�R n11ALl'f`f SECT
Dear Mr. Foutz:
In accordance with North Carolina General Statute § 90A-37, the Water
Pollution Control System Operators Certification Commission is required to
classify all water pollution control systems. The classification of Biological
Water Pollution Control Treatment Systems, found at 15A NCAC 8G .0302,
was adopted by the Commission to classify water pollution control systems.
The classification of a facility is determined by permitted flow and biological
nutrient reduction limits.
The Water Pollution Control System Operators Certification Commission has
determined that the subject facility is classified as a �� iAK2 91'61_mgiCall
Water Pollution Control Treatment System.
As required by 15A NCAC 8G .0202 and your permit, you must designate a
Grade 2 or higher Operator in Responsible Charge (ORC) and a Back-up
Operator with at least a Grade 1 certification of the appropriate type and grade
for this system. Please complete and return the enclosed designation form, so
we may update our database of any changes at your facility by
August 13, 2000. It has been determined that the Authorization to Construct
that you recently received requires no classification change at this facility.
;.
WATER POLLUTION CONTROL SYSTEM OPERATORS CERTIFICATION COMMISSION
k'
1618 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1618
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER

C�
12
ive any questions concerning this classification or the designation of an ORC,
please contact Tonv Arnold at 919/733-0026 ext. 315.
Sincerely,
Dwight Lancaster, Supervisor
Technical Assistance and Certification Unit
cc: Charles Weaver, Permits and Engineering
Central Files
AMAnheu�ial� e 1 egioafREM B60
TAC Files
Enclosure

V so
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
June 2, 2000
Mr. Richard P. Foutz
Grandfather Golf and Country Club
P.O. Box 368
Linville, North Carolina 28646
" "r
4y"'
N
Subject: Authorization to Construct
ATC No. 023124ACA
NPDES Permit No. NCO023124
Grandfather Golf and Country Club WWTP
Avery County
Dear Mr. Foutz:
The Division of Water Quality's NPDES Unit has reviewed your request for an Authorization to Construct at
the Grandfather Golf and Country Club WWTP. The Division finds the proposed improvements to be
satisfactory and hereby grants authorization for the following:
0 Construction and installation of an ultra violet disinfection system.
Upon completion of the proposed project the permitted capacity of the treatment system remains at 0.07
MGD.
This Authorization to Construct is issued in accordance with NPDES Permit No. NC0023124, issued April
28, 1995, and shall be subject to revocation unless the wastewater treatment facilities are constructed in
accordance with the terms and conditions of the permit.
The Permittee shall notify the Water Quality Supervisor of the Asheville Regional Office, telephone number
[phone], at least forty-eight (48) hours prior_ to operation of the installed facilities, so that an in -place
inspection can be made. Notification shall be made during the normal office hours of 8:00 a.m. until 5:00
p.m., Monday through Friday.
Recommendations
The Division recommends that the facility maintain at least one complete spare module on -site at all times.
Engineer's Certification
Upon completion of construction and prior to operation of the modified facility, the Permittee shall provide
the Division with a certification (copy enclosed) from a professional engineer registered in North Carolina
certifying that the permitted facility has been installed in accordance with the NPDES Permit, this
Authorization to Construct, and the approved plans and specifications. The Certification should be submitted
to: NCDENR / DWQ, NPDES Unit, 1617 Mail Service Center, Raleigh, North Carolina 27699-1617.
Requirements for Certified Operator
The Permittee shall employ a certified wastewater treatment plant operator to be in responsible charge (ORC)
of the wastewater treatment facilities. The operator must hold a certificate of the type and grade at least
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer Internet: http://h2o.enr.state.nc.us/

� M
Kittrell Job Corps Center WWTP
NPDES Permit No. NCO029131
ATC No. 029131 ACA
Page 2
equivalent to or greater than the classification assigned to the wastewater treatment facilities by the
Certification Commission. The Permittee must also employ a certified back-up operator of the appropriate
type and grade to comply with the conditions of Title 15A, Chapter 8G, .0200. The ORC of the facility must
visit each Class I facility at least weekly and each Class II, III, and IV facility at least daily, excluding
weekends and holidays; and must properly manage and document daily operation and maintenance of the
facility and comply with all other conditions of Title I5A, Chapter 8G, .0200.
Additional Requirements
The Operational Agreement between the Permittee and the Environmental Management Commission is
incorporated herein by reference and is a condition of this Permit. Noncompliance with the terms of the
Operational Agreement shall subject the Permittee to all sanctions provided by G. S. 143-215.6 for violation
of or failure to act in accordance with the terms and conditions of this Permit.
Failure to abide by the requirements contained in this Authorization to Construct may subject the Permittee
to an enforcement action by the Division of Water Quality in accordance with North Carolina General Statute
143-215.6A to 143-215.6C.
The issuance of this Authorization to Construct does not preclude 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.
The Permittee shall maintain a copy of the approved plans and specifications on file for the life of the
facility. One (1) copy of the approved plans and specifications is enclosed for your records.
If you have any questions about this Authorization to Construct, please contact Mike Myers, at (919) 733-
5083, extension 508.
Sincerely,
�ku<__Yj�
H
errT. Stevens
irector
Enclosures: Project Plans and Specifications (approved)
Engineer's Certification Form
cc: Mr. Charles H. Davis, Jr., P.E., Atlantic Plan and Engineering Corporation
Ashe`yille Reg.►ona1_Offic- -Water-Quality q
Technical Assistance and Certification Unit
Central Files
NPDES Unit Files

M
SOC PRIORITY PROJECT: YES
IF YES, SOC NUMBER
NO X
To: Permits and Engineering Unit
Water Quality Section
Attention: Christie Jackson
AUTHORIZATION TO.CONSTRUCT
NPDES PERMIT
REPORT AND RECOMMENDATIONS
Date February 8, 2000
COUNTY Avery
PERMIT NUMBER Nt0023124
PART I - GENERAL INFORMATION
1. Facility Name and Current Address: Grandfather Golf and Country Club
Post Office Box 368
Linville, N. C. 28646.
2. Changes since previous action on NPDES Permit: None
3. Compare Discharge Point(s) on plans with NPDES Permit application.
List'of all discharge points:
X1 No Change
Change New Latitude: ° " Longitude: "
PART II - EVALUATION AND RECOMMENDATIONS
By adding the UV system chlorine will not be added to the effluent. This
should help the trout and aquatic communities downstream.
It is recommended that an A to C'be issued for this project.
A copy of the most recent
NPDES Staff Report is
attached.
Michael R. Parker Kp�)
P By/Date Feb. W2000
War6er Quality Regional Supervisor

' SOC PRIORITY PROur,�._ : Yes
IF YES, SOC NUMBER
TO: PERMITS AND ENGINEERING UNIT
WATER QUALITY.SECTION
ATTENTION: Dana Bolden
DATE: November 22, 1994
NPDES STAFF REPORT AND RECOMMENDATION
COUNTY Avery
PERMIT NUMBER NCO023124
No
PART I - GENERAL INFORMATION
1. Facility and Address: Grandfather Golf and Country Club
Post Office Box 368
Linville, North Carolina 28646
2. Date of Investigation: July 21, 1994
3. Report Prepared By: Michael R..Parker
4. Persons Contacted and Telephone Number: Dennis Harmon
704/898-4531
5. Directions to Site: From the intersection of North Carolina
Highway 105 and U.S. Highway 221 in Linville, North Carolina,
travel north on N.C. 105 approximately 1.5 miles. Turn right on
paved road to maintenance building (green) and then follow gravel
road north of the maintenance building to the wastewater
treatment plant.
C-V
7.
Discharge Point(s), List for all discharge points:
Latitude: 36005'15" Longitude: 81051155"
Attach a USGS map extract and indicate treatment facility site and
discharge point on map.
U.S.G.S. Quad No. C11SE U.S.G.S. Quad Name Grandfather Mtn. N.C.
Site size and expansion area consistent with application?
x Yes No If No, explain:-
8. Topography (relationship to flood plain included) :• The plant is
located below a dam and adjacent to the Linville River. In
extreme cases of precipitation the facility could be flooded.
Page 1

)cation of nearest dwelling: Greater than 300 feet.
10. Receiving stream or affected surface waters: Linville River
a. Classification: C-trout
b. River Basin and Subbasin No.: CTB-30
c. Describe receiving stream features and pertinent downstream
.uses: fish and wildlife propagation, 'fishing, wading,.
agriculture purposes -
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted 0.070 MGD (Ultimate
Design Capacity)
b.. What is the current permitted capacity of the Wastewater
Treatment facility? 0.070 MGD
c. Actual treatment capacity of the current facility (current
design capacity. 0.070 MGD
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two years:
NA
e. Please provide'a description of existing or substantially
constructed wastewater treatment facilities: The existing
wastewater. treatment facilities consist of irf�
sc-reerA-ng, aeration basins, clarifiers with sludge return,
sludge holding tank, chlorination facilities, dechlorination
facilities, dual tertiary filters, backwash'tank and flow
recording.and totalizing equipment.
f. Please provide a description of proposed wastewater treatment
facilities:.
g. Possible toxic impacts to surface waters: Chlorine if fed at
a high enough rate without removal could result in fish and
aquai-tre-life impacts.
h. Pretreatment Program (POTWs only):
in development approved
should be required not needed
2. Residuals handling and utilization/disposal scheme:
a. If residuals are being land applied, please specify DEM
Permit Number
Residuals Contractor Residuals hauled to local municipality
by various local pump contractors
Telephone Number
b. Residuals stabilization: PSRP PFRP OTHER
Page 2

N
M
C. Landfill:
d. Other disposal/utilization scheme (Specify):
3. Treatment plant classification (attach completed rating sheet):
Class II
4. SIC Codes (s) 4952
Wastewater Code(s) of actual wastewater, not particular facilities.
i.e., non -contact cooling water discharge from a metal plating
company would be 14, not-56.
Primary 05 Secondary 10
Main Treatment Unit Code: 06107
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds
or are any public monies involved. (municipals only)?
2. Special monitoring or limitations (including toxicity) requests:
3.. Important SOC, JOC, or Compliance Schedule dates: (Please
indicate)
Date
Submission of Plans and Specifications
Begin Construction
Complete Construction
4. Alternative Analysis Evaluation: Has the facility evaluated all
of the non -discharge options available. Please -provide regional
perspective for each option evaluated.Existing Facility N/A
Spray Irrigation:
Connection to Regiohal Sewer System: Connection to regional sewer
is not an option due to distance.
Subsurface:
Other disposal options:
5. Other Special Items:
Page 3

- EVALUATION AND RECOMMENDATIONS
Mr. Richard Foutz, Controller, Grandfather Golf and Country Club,
has requested renewal of NPDES Permit No. NC0023124. The facility
is a 0.070 MGD extended aeration package plant with disinfection,
dechlorination and tertiary filters.. The facility can more than
comply with the existing permit limits. There is approximately
0.015 mgd available capacity left in the facility.
It is recommended that the permit be issued.
2
Signature of Repor Preparer
Water Quality Regional upervisor
em
Date
Page 4

36 0/
39970

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCO023124
PERMI=-E NAME: GGCC Utility, Incorporated
FACILITY NAME: Grandfather Golf & Country Club
Facility Status: Existing
Permit Status: Renewal
Major
Minor
Pipe No.: 001
Design Capacity: 0.070 MGD
Domestic (% of Flow): 100 %
Industrial (% of Flow):
Comments:
RECEIVING STREAM: Linville River
Class: C-Trout
Sub -Basin: 03-08-30
Reference USGS Quad: C 11 SE (please attach)
County: Avery
Regional Office: Asheville Regional Office
Previous Exp. Date: 2/28/93 Treatment Plant Class: ?
Classification changes within three miles:
no class change
Requested by. Charles Lowe Date: 10/8/92
Prepared by Date: I 1 s
Reviewe b `GL Date:
Modeler
Date :R.ec.
#
Sl l :::no,
,
� �_'LI
-,,
`l
Drainage Area (mi )5.1 Avg. Streamflow (cfs): `t
7Q10 (cfs) �, i Winter 7Q10 (cfs) 30Q2 (cfs) 3. 7
Toxicity Limits: IWC _ %
Instream Monitoring:
Acute/Chronic
Parameters
Upstream_ Location
Downstream Y Location.
IV 11-14 L--w
Effluent
Characteristics
Summer
Winter
BODS (mg/1)
�U
v
NH3-N (mg/1)
, 7
D.O. (mg/1)
by
h✓'
TSS (mg/1)
F. Col. (/ 100 ml)
7 or,
pH (SU)
i
j
DJr���
i
J
2 2 Ig93 I I �J
Comments:

FACT SHEET FOR WASTELOAD ALLOCATION
Request # 7142
Facility Name:
Grandfather Golf & Country Club
NPDES No.:
NCO023124
Type of Waste:
Domestic - 100%
Facility Status:
Existing
Permit Status:
Renewal
Receiving Stream:
Linville River
Stream Classification:
C-Trout
Subbasin:
030830
County:
Avery
Stream Characteristic:
Regional Office:
Asheville
US GS #
Requestor:
Lowe
Date:
Date of Request:
10/9/92
Drainage Area (mi2):
5.1
Topo Quad:
C11SE
Summer 7Q10 (cfs):
1.9
Winter 7Q10 (cfs):
2.6
Average Flow (cfs):
12.4
30Q2 (cfs):
3.7
1WC (%):
5.4
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Facility requesting renewal of NPDES permit.
"This is a revision of a�form sent 11/9/92. GGCC interacts with Linville Resorts WWTP for.
NH3 toxicity. New N143 Choice limits are included on this form..:L;���
Special Schedule Requirements and additional comments from Reviewers:
Recommended
Reviewed by
Instream Assessmer.
Regional S e of
Permits & E ' eeri
RETURN TO TECHNICAL SERVICES BY:
jAN L
la�J'

C�7
Existing_ Limits:
Wasteflow (MGD):
BODS (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/100 ml):
pH (SU):
Residual Chlorine (µg/1):
Temperature (C):
TP (mg/1):
TIC (mg/1):
Recommended Limits:
CONVENTIONAL PARAMETERS
Monthly Average
comer Winter
0.070
30
monitor
nr
30
1000
6-9
37
monitor
monitor
monitor
Monthly Average with
Monthly
Average with
Toxicity Test
Ammonia Limit
Summer Winter
Summer
Winter
Wasteflow (MGD):
0.070
0.070
0.070
BOD5 (mg/1):
30
30
30
NH3N (mg/1):
monitor
9
27
DO (mg/1):
nr
nr
nr
TSS (mg/1):
30
30
30
Fecal Col. (/100 ml):
200
200
200
pH (SU):
6-9
6-9
6-9
Residual Chlorine (µg/1):
X 3'1
I' 3-7
ye 7
Temperature (C):
monitor
monitor
monitor
TP (mg/1):
monitor
monitor
monitor
TN (mg/1):
monitor
monitor
monitor
Toxicity test (P/F):
Chronic P/F @ 5.4%
Limits Changes Due To:
Parameter(s)
Affected
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow
Other (onsite toxicity study,
interaction, etc.)
Instream data
New regulations/standards/procedures
NH3,Feca1 Coliform
New facility information
Cl (dechlorination)
WQ or EL
EL
WQ,A'T
_X_ Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
.No
No parameters are water quality limited, but this discharge may affect future allocations.

INSTREAM MONITORING REQUIREMENTS
Upstream Location: 100 ft. upstream of discharge
Downstream Location: At State Road immediately downstream of discharge
Parameters: Temperature
Special instream monitoring locations -or monitoring frequencies:
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Adequacy of Existing Treatment
Has the facility dem9pstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes ✓ No
If no, which parameters cannot be met?
Would a "phasing in" of the new limits be appropriate? Yes No
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
If no, why not?
Special Instructions or Conditions
Wasteload sent to EPA? (Major) (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.

P rl:��P'Ppp_ c�
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary May 29, 1987 Director
Mr-. Michael Mlaker, General Manager.
Grandfather Golf & Country Club
P.O. Box 368
Linville, NC 28646
SUBJECT: Permit No. NCO0231.24
Authorization to Construct
Grandfather Golf & Country Club
Wastewater Treatment Plant Modifications
Avery County
Dear Mr. Mlaker:
A letter of request for an Authorization to Construct was received March 26,
1987, by the Division and final plans and specifications for the subject project have
been reviewed and found to be satisfactory. Authorization is hereby granted for the
construction of two additional clarifiers of 6,200 gallons capacity each, a 70,000 GPD
Ultra Voilet Disinfections Systems and all related valves, pipes and appurtenances to
become an integral part of the existing Grandfather Golf & Country Club wastewater
treatment facilities located in Avery County.
This Authorization to Construct is issued in accordance with Part III paragraph C
of the NPDES Permit No. N00023124 issued August 24, 1982, and shall be subject to
revocation unless the wastewater treatment facilities are constructed in accordance
with the conditions and limitations specified in Permit No. NC0023124.
The Permi-ttee must employ a certified wastewater operator in accordance with Part
III paragraph D of the referenced permit.
The sludge generated from these treatment facilities must be disposed of in
accordance with G. S. 143-21.5.1 and in a manner approvable by the North Carolina
Division of Environmental Management.
The Asheville Regional Office, telephone number. 704/253-3341, shall be notified
at least twenty-four (24) hours in advance of start-up of the renovated system so that
an in -place inspection can be made of said system prior to operation. 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.
Water Quality Section
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
�- Asheville Regional Off:ce

pppppp- a* so
In event the facilities fail to perform satisfactorily in meeting its NPDES
permit effluent limits, the Permittee shall take such immediate corrective action as
may be required by this Division, including the construction of additional wastewater
treatment and disposal facilities.
One (1) set of approved plans and specifications is being forwarded to you. Tf
you have any questions or need additional informaLion, please contact Mr.. Asnad Shams.i.,
telephone number 919/733-5083, extension 179.
Sincerely,
GZ`7
R. Paul Wilms
cc Avery County Health Department
Asheville Regional Supervisor
Mr. Dennis R. Ramsey
W. F. Freeman & Associates

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NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
August 21, 2014
Mr. Richard P. Foutz
GGCC Utility hie.
PO Box 368
Linville, NC 28646
Subject: PVentcknowtedgement
Civil Penal rGC 0061tillty P
Permit Number: NC00-23-124
Case Numbers: Q410
Avery County ` ._"
Dear Mr. Foutz:
John E. Skvarla, III
Secretary
This letter is to acknowledge receipt of payment in the amount of $266.50 received from you dated
ugr20;`204 his payment satisfies in full the above civil assessment (s) levied against the subject
facility, and this case has been closed. Payment of this penalty in no way precludes future action by this
Division for additional violations of the applicable Statues, Regulations, or Permits.
If you have any questions, please call Bob Sledge at 919-807-6398.
Sincerely,
i r UY
W rre&%, T ed( o-rro�
Wren Thedford
Wastewater Branch
cc: Central Files
ems' -15 illeM--(%on&0fffc
,OIL ale5f
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] Fax: [phone]/Customer Service: 1-877-623-6748
Internet:: www.ncwater.orq
am@-(; i
AUC 2 2 2014
WateAr chc,.tlualiur,, r- Regionn► 00erattons
An Equal Opportunity\Affirmative Action Employer

Owner:
GGCC Utility Inc
Facility :
GGCC Utility WMNTP
Permit:
NCO023124
Region :
Asheville
Penalty
Assessment
Case MR Approved
Number
Permit Enforcement History Details by Owner
County : Avery
Remission Enf Enf EMC
Penalty Enforcement Request Conf Remission Hearing
Damages Amount Costs Received Held Amount Held
8/11/2014
1
EMC OAH Collection Has
Remission Remission MemoSent Total Balance Pmt Case
Amount Amount To AGO Paid Due Plan Closed
LV-2005-0390 7-2005 10/6/05
$350.00
$100.00
$450.00
$0.00
No
11/4/05
rMVE20-09 RO03 1220i18 4/1L09 l
$300.00
$65.00
��
�"� L T/V if�
$365.00
$0.00
No
4/15109
MV-2009-0003 08, 4/1109
$300.00
$65.00
$365.00
$0.00
No
4/15/09
MV-2009-0003 IS-S00B. 4/1/09
$300.00
$65.00
$365.00
$0.00
No
4/15/09
MV 2011 610 33/17ild
$119.00
$67.00
7-N'
$186.00
$0.00
No
3/29/11
MV-2014 001Q_ 12n204s3 —.7,/31/T4
$119.00
$147.50
$266.50
No
Total Cases: 4 Total Penalty Amount:
$1,488
Total Enforcement Cost:
Sum of Total Case Penalties:
$509.50 Sum Of Total Paid: $1,731.00 Total Balance Due
$1,997.50 Total Penalties After Remissions:
: $266.50
$1,997.50

SM&OC
The Sports Medicine and Orthopaedics Center
Rendall • Whitfield • Calrey • Lucey • Hewitt
( � Voytek • Deveshwar • Bas, e '
Y
s�Liocon9j�nsboro
c 336.275.6318
Gr • oint • Randleman • Eden
A Division of Southeastern Orthopaedic Specialists
M

Janet
From: Water Quality Labs <[e-mail]>
Sent: Thursday, August 07, 2014 2:00 PM
To: Cantwell, Janet
Cc: [e-mail]; Ted Nye
Subject: Grandfather Golf and Country Club Total Nitrogen/Total Phosphorous Civil Penalty
Attachments: GGCC TNTP 4Q 2013.pdf
Ms. Cantwell,
Thank you for speaking with me today, and for your help in the resolution of this matter. I have
attached the original response that was sent in May 2014 on the 4th Quarter 2013 Total Nitrogen
Total Phosphorous for Grandfather Golf and Country Club, as well as the confirmation from the USPS
that the certified mail number listed on the letter was delivered.
Please let me know when the civil penalty has been waived and the matter resolved, as well as if Mr.
Davidson has any insight on the resolution of this matter.
Thank you again for your time and assistance on this; please feel free to contact me if I can be of
assistance in any way.
Sincerely,
Paul Isenhour
Water Quality Lab and Operations

GRANDFATHER
GOLF 8c COUNTRY CLUB
LINVILLE, NORTH CAROLINA
Certified Mail
Return Receipt Requested — 7012 3460 0001 , 1665 5371
May 12, 2014
Mr. G. Landon .Davidson, P.G.
Regional Supervisor
Water Quality Regional Operations, NCDENR
2090. U.S. Highway 70
Swannanoa, NC 28778
RE. GGCC 'Utility W WTp
NOV-2014-MV-0030
Dear Mr.. Davidson:
This .is in response to the above referenced Notice of Violation.
The Total Nitrogen Total Phosphorous monitoring for the October:December 2013
quarter was collected in October of 2013; however, the results of those tests, were
inadvertently omitted front. the October 2013 .Discharge Monitoring Report (DMR).
Enclosed is an amended DMR for October 2013, reflecting the results of these tests along
with a copy of the test results. The amended DMR has also been filed with the Central
Files office in Raleigh.
I have met with. the contractor who provides monitoring services for our WWTP to
review their monitoring process and we havetaken steps to help insure that this oversight
does not occur again.
Please let we krrow if you need any .additional information regarding this matter.
Respectfully submitted,
Richard P. Foutz
CFO
Enclosures:

EFFt-iJENT ii�m .A TIN en laktq f�' i
NPDES PERMIT No, NC0023124 DISCHARGE NO, 001 MONTH OCTOBER,. YEAR 2013
FACILITY NAME Grandfather Golf CLASS !I COUNTY Ave
OPERATOR IN RESPONSIBLE CHARGE (ORC) Denver Eggers GRADE I! PHONE [phone]
CERTIFIED LABORATORIES (1) Water Quality Lab & Operations, Inc.
CHECK 13OX IF OFRC HAS CHANGED [ ] PERS N(S) COLLECTING SAMPLES Denver Eggers
Mail ORIGINAL arid ONE COPY to:
A'rTN: CENTRAL. FILES x ,Q
DIVISION OF WATER QUALITY (SIGNATURE OF OP OR IN RESPON IBLE CHARGE) (DATE)
1617 MAIL SERVICE CENTER BY THIS SIGNATURE, I CERTIFY THAT THIS REPORT IS
RALEIGH, NC 27699.1617 _ ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE
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COMA. C f GRAB a G
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LIMIT 6OT
63
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W33 Lmuc 110v,-1112rrn c, myL,

Facility Status: (Please check one of the following)
All monitoring data and sampling frequeneles meat permit requirements
� All monitoring Data and sampling frequencies do NOT meet permit requirements
If the facility is noncompliant, please comment on corrective actions being taken in respect to equipment, operation, maintenance, etc., and a time table
for Improvements. to be made.
Amanded for Total Nlirogen and Total Phosphorus on the 291h Sampien were Inadvertently left offifia DMR.
'= All QC not met. I do not reel that the date was effected
Blank used too much D.C. _
^ = GOA failed
i
"i certify, under penalty of law, that this document and elf attachments were prepared under my direction or supervision in accordance with a system designed
to assure that gvallfled personnel properly gather and evaluate the Information submitted. Based on my inquiry of tha persons or persons who manage the system,
or those persona dlreotfy respcnaibie for gathering the Information, the Information submitted is, to the best of my knowledge and halfef, true, accurate, and complete.
I any aware that there are slgnlftcant penalties for submitting false information, Including the possibility of fines and imprisonment for knowing violations."
Jadd BTgpr.__
Poemitt ( Please P A or Type) r
(Signatur%.o aunitiedj''
P O Box 368.LInvllf9, NO Ar,46 82tF898.453t i131i2005
Porm)ttea Address Phone Number Pennit Exp, Date
PARAMETER CODES
00010 Temperature
00566 Oil and Groase
00080 D1330ivad Fioutlde
01077 Silver
39516 POPS
00066 Staam$tage
OQ600 Total Nitrogen
01002 TotalArsonic
01087 Total Vanadium
39941 Roundup
00076 Turbidity
00610 Ammonia Nhrogon
01027 Cadmium.
01092 Zinc
50047 Maximum Flow during
24•hr. period
00300 Dissolved Oxygen
00625 total Kjeldahl Nitrogen
01032 HexavatentChromium
01105 Total Aluminum
60084 Minimum flow during
24-hr, period
00310 BOD
00666 Total Phosphorous
01034 Chromium
01147 Total selanfum
50060 Flow
00340 COD
00720 Cyanide
Q1037 Total Cobalt
31504 Total Coliform
50060 Total Rmldual Chlorine
00400 pH
00745 Total Sulfide
01042 Copper
31614 Focal Coliform, MPN, Tube
71880 Formaldehyde
00500 Total Solids
00530 TS:Sr
00927 Total Magnesium
00929 Total Sodium
01045 Total iron
31610 Fecal Colifomi
71800 Mercury
00645 Settleable Solids
00940 Total Chloride
01051 Lead
01067 Nlckla
32730 Total Phenolics
38260
8.1316 Ferro4yanides
WAS
B5852 Time
no Mon tnly average for focai cetiform is to be reported as a GEOMETRIC mean, Usa only units designated In the reporting facility's permit for reporting data,
"ORG must visit facility and document visitation of facility as requires per 15ANGAG 8A,0202 (b) (5) (B).
" If Signed by other than the pormittee, delegation of signatory authority must be on file with the state per i 5A NCAC 23.0506 (b) (2) (0).

.flue -Wdge Labs
Lvnolr.; NC 281W ;
[e-mail]
8Z8-72a-i?��� -
client :
rater Quality Labs
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P... , Box 1167
BurnprElk, NC 28604
,�ltt4iri lOTi
Mr. P.. Ist�l]It6UP
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Report Date-
22-Nov3
Sample Date.
29 Oct-13
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DRL-2013-091:6
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I,811,201. -03764
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t"lietit Nample IDc. GGC-C
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Date.
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NC Laboratory f:ertlt wIt No. 27.6
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Writer. Quality Gabs
P. Q,BOX 116.7
Dwor Elk, NC 28604
Atterrtlan:
mr, Pr 146Ahow
Date Rei,61- d.:
04,Nov-13
Repart Date:
V-Nov-13
Sampltr notes
29 pat 13
DR it:
SR1,-2013-0816
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LMID-201'343765
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fiotal Phu pharas
1 �l3 0.02 tug/I .FPA 2003 12,23: 1112212013, KC,1
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May 15, 2014, 2:19 pm i Delivered SWANNANOA, NC 28778
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2 of 2 8/7/2014 11:28 AM

Cantwell, Janet
From: Rodman, Diane
Sent: Monday, August 11, 2014 2:07 PM
To: Cantwell, Janet
Cc: Scott, Michele
Subject: RE: October 2013 DMR for GGCC / NC0023124
Attachments: NC0023124_Oct2013.pdf
Please find attached the requested DMR.
Diane Rodman
Division of Water Resources
Information Processing Unit
Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
919-807-6306 (office)
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Cantwell, Janet
Sent: Monday, August 11, 2014 1:20 PM
To: Rodman, Diane
Subject: October 2013 DMR for GGCC / NC0023124
Hi Miss Diane: I made a mistake: I really need October 2013 DMR instead of December 2013 DMR.
Thanks --- Janet
---------------------------------------------------------------
Janet Cantwell - [e-mail] North Carolina Dept. of Environment and Natural Resources / Asheville
Regional Office / Division of Water Resources — Water Quality Regional Operations
2090 US Highway 70
Swannanoa, NC 28778-8211
Te I : 828-296-4500
Fax: [phone]
Internet: http://portal.ncdenr.org/web/wq
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

EFFLUENT
r-N!jDES PERMIT No. NCO023124 DISCHARGE NO. 001
FACILITY NAME _ Grandfather Golf CLASS 11
OPERATOR IN RESPONSIBLE CHARGE (ORC) Denver Eggers
CERTIFIED LABORATORIES (1) Water Quality Lab & Operations, Inc.
CHECK BOX IF ORC HAS CHANGED [ ] PERSON COLL
Mail ORIGINAL and ONE COPY to:
MONTH OCTOBER YEAR 2013
COUNTY Avery
GRADE II PHONE [phone]
SAMPLES Denver Eggers
ATTN: CENTRAL FILES x
DIVISION OF WATER QUALITY (SI(5ATURE OF OP RATO RESPONSIBLE CHARGE) (DATE)
1617 MAIL SERVICE CENTER BY THIS SIGNATURE, I CERTIFY THAT THIS REPORT IS
RALEIGH, NC 27699-1617 1 ACCURATE AND CC)MPI FTF Tn TWr- RGCT nC AAV vdtn\All
D
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p A
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UNIT
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MGIL
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MGIL
MG/L
MGIL
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MGIL
1
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36
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18
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COMP. C 1 GRAB G G
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MONTHLY LIMIT' 0.07
69
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30145
9.00
30145
2001400
.. fix. 1I-1 IlloiL

° Facility Status: (Please check one of the following)
-- All monitoring data and sampling frequencies meet permit requirements
All monitoring data and sampling frequencies do NOT meet permit requirements
O
If the facility is noncompliant, please comment on corrective actions being taken in respect to equipment, operation, maintenance, etc., and a time table
for improvements to be made.
"= All QC not met I do not feel that the data was effected.
- Blank used too much D.O.
= GGA failed
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed
to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the persons or persons who manage the system,
or those persons directly responsible forgathering the information, the Information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
I'am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
Jadd Brewer
P O Box 368, Linville, NC 28646 828.898-4531 1/3112005
Permittee Address
Phone Number
Permit Exp. Date
PARAMETER CODES
00010 Temperature
00556 Oil and Grease
00950 Dissolved Flouride
01077 Silver
39516 PCPS
00065 Steam Stage
00600 Total Nitrogen
01002 Total Arsenic
01087 Total Vanadium
39941 Roundup
00076 Turbidity
00610 Ammonia Nitrogen
01027 Cadmium
01092 Zinc
50047 Maximum Flow during
24-hr: period
00300 Dissolved Oxygen
00625 Total Kjeldahl Nitrogen
01032 Hexavalent Chromium
01105 Total Aluminum
50084 Minimum flow during
24-hr. period
00310 BOD
00665 Total Phosphorous
01034 Chromium
01147 Total selenium
50050 Flow
00340 COD
00720 Cyanide
01037 Total Cobalt
31504 Total Coliform
50060 Total Residual Chlorine
00400 pH
00745 Total Sulfide
01042 Copper
31614 .Fecal Coliform, MPN, Tube
71880 Formaldehyde
00500 Total Solids
00927 Total Magnesium
M045 Total Iron
31616 Fecal Coliform
71900 Mercury
00530 TSS
00929 Total Sodium
01051 Lead
32730 Total Phenolics
8 i318 Ferrocyanides
00545 SettleableSolids00940
Total Chloride
01067 Nickle
38260 MBAS
85652 Time
The monthly average for fecal coliform is, to be reported as a GEOMETRIC mean. Use only units designated In the reporting facility's permit for reporting data.
" ORC must visit facility and document visitation of facility as requires per 45A NCAC 8A .0202 (b) (5) (B).
"If Signed by other than the permittee, delegation of signatory authority must be on file with the state per 15A NCAC 213-0506 (b) (2) (D).

Enforcement NOV List 08/11/2014
From Date:
To Date:
Case Number
01/01/2008 Program Category:
08/11/2014 Region:
Owner - Facility - Location
NPDES WW
Asheville
Permit
Number
County Incident
County: Avery
Incident
Start Inspection
Date Date
MR
NOV
Drafted
NOV Sent
NOV-2008-MV-0006
Town of Crossnore - Crossnore WWTP
NCO026654
Avery
11-2007
02/19/2008
02/20/2008
NOV-2008-LV-0191
Town of Elk Park- Elk Park WWTP
NCO079561
Avery
11-2007
04/29/2008
04/29/2008
NOV-20o8-LM-0013
Town of Elk Park - Elk Park WWTP
NCO079561
Avery
4-2008
08/11/2008
08/12/2008
NOV-2008-MV-0077
Unimin Corporation - Schoolhouse Quartz facility
NC0000361
Avery
6-2008
11/26/2008
11/26/2008
NOV-2008-MV-0079
Town of Crossnore - Crossnore WWTP
NCO028654
Avery
9-2008
11/28/2008
11/26/2008
NOV-2009-PC-0041
Town of Newland - Newland WWTP
NCO021857
Avery
01/09/2009
01/23/2009
01/26/2009
NOV-2009-MV-0041
Linville Resorts Inc - Linville Resorts WWTP
NCO039446
Avery
10-2008
04/13/2009
04/14/2009
NOV-2009-MV-0043
Linville Resorts Inc- Linville Resorts WWTP
NCO039446
Avery
11-2008
04/13/2009
04/14/2009
NOV-2009-MV-0044
Linville Resorts Inc- Linville Resorts WWTP
NCO039446
Avery
12-2008
04/13/2009
04/14/2009
NOV-2009-MV-0047
Linville Resorts Inc- Linville Resorts WWTP
NCO039446
Avery
1-2009
04/14/2009
04/15/2009
NOV-2009-MV-0080
Adams Apple Homeowners Association Inc - Adams
Apple Condominiums WWTP
NCO042358
Avery
1-2009
04/28/2009
04/29/200!
NOV-2009-MV-0081
Adams Apple Homeowners Association Inc - Adams
Apple Condominiums WWTP
NCO042358
Avery
2-2009
04/28/2009
04/29/2009
NOV-2009-MV-0082
Elk River Utility Inc- Elk River WWTP
NCO058378
Avery
2-2009
04/28/2009
04/29/2009
NOV-2009-MV-0083
Linville Resorts Inc- Linville Resorts WWTP
NCO039446
Avery
2-2009
04/28/2009
04/29/2009
NOV-2009-LV-0199
RCS Properties - TynecastleWWTP
NCO062961
Avery
2-2009
04/29/2009
04/30/2009
NOV-2009-MV-0090
Town of Elk Park- Elk Park WWTP
NCO079561
Avery
1-2009
05/01/2009
05/10/2009

Incident
Permit Start Inspection NOV
Case Number Owner - Facility - Location Number County Incident Date Date MR Drafted NOV Sent
NOV-2009-MV-0095 Linville Resorts Inc- Linville Resorts WWTP NCO039446 Avery 3-2009 05/13/2009 05/14/2009
NOV-2009-MV-0100 Adams Apple Homeowners Association Inc -Adams NCO042358 Avery 3-2009 07/09/2009 07/10/2009
Apple Condominiums WWTP
NOV-2009-MV-0109 Avery Development Corporation - Mountain Glen Golf NCO033685 Avery 4-2009 07/14/2009 07/15/2009
Club
NOV-2009-MV-0119 Avery Development Corporation - Mountain Glen Golf NCO033685 Avery 5-2009 07/16/2009 07/17/2009
Club
NOV-2009-OV-0005 NC DENR/Division of Forest Resources - B.H. NCO040339 Avery 08/27/2009 09/18/2009 09/18/2009
Corpening Forestry Training Center -
NOV-2009-LV-0498 Linville Resorts Inc - Linville Resorts WWTP NCO039446 Avery 7-2009 11/16/2009 11/16/2009
NOV-2009-MV-0155 Linville Land Harbor Prop Owners Assoc- Linville NCO022756 Avery 9-2009 11/18/2009 11/18/2009
Land Harbor WWTP
NOV-2010-LV-0033 Linville Ridge Country Club - Linville Ridge Country NCO062413 Avery 10-2009 01/14/2010 01/15/2010
Club WWTP
NOV-2010-MV-0015 Adams Apple Homeowners Association Inc - Adams NCO042358 Avery 10-2009 01/14/2010 01/15/2010
Apple Condominiums WWTP
NOV-2010-MV-0025 GGCC Utility Inc- GGCC Utility WWTP NCO023124 Avery 10-2009 03/22/2010 03/23/2010
NOV-2010-MV-0026 Elk River Utility Inc - Elk River WWTP NCO058378 Avery 10-2009 03/22/2010 03/23/2010
NOV-2010-MV-0027 RCS Properties - Tynecastle WWTP NCO062961 Avery 10-2009 03/22/2010 03/23/2010
NOV-2010-MV-0049 Town of Newland - Newland WWTP NCO021857 Avery 12-2009 05/05/2010 05/06/2010=
NOV-2010-MV-0054 Town of Elk Park- Elk Park WWTP NCO079561 Avery 1-2010 05/07/2010 05/10/2010
NOV-2010-LR-0028 Unimin Corporation - Schoolhouse Quartz facility NC0000361 Avery 3-2010 05/24/2010 05/24/2010
NOV-2010-MV-0074 Linville Resorts Inc- Linville Resorts WWTP NCO039446 Avery 1-2010 06/08/2010 06/09/2010
NOV-2010-MV-0092 Town of Crossnore - Crossnore WWTP NCO026654 Avery 3-2010 06/23/2010 06/24/2010
NOV-2010-LM-0025 Avery Development Corporation - Mountain Glen Golf NCO033685 Avery 5-2010 09/07/2010 09/08/2010
Club
NOV-2010-LV-0417 Linville Ridge Country Club - Linville Ridge Country NCO062413 Avery 6-2010 11/17/2010 11/18/2010
Club WWTP

Incident
Permit Start Inspection NOV
VCaseumber Owner - Facility - Location Number County Incident Date Date MR Drafted NOV Sent
NOV-2010-MV-0170 RCS Properties - TynecastleWWTP NCO062961 Avery 6-2010 11/18/2010 11/19/2010
NOV-2011-MV-0025 Carolina Water Service Inc of North Carolina - Sugar NCO022900 Avery 7-2010 01/28/2011 01/31/2011
Mountain WWTP
NOV-2011-LM-0008 NC DENR/Division of Forest Resources - B.H. NCO040339 Avery 8-2010 02/14/2011 02/15/2011
Corpening Forestry Training Center
NOV-2011-MV-0048 Unimin Corporation - Schoolhouse Quartz facility NC0000361 Avery 6-2010 02/17/2011 02/18/2011
NOV-2011-MV-0049 Unimin Corporation - Schoolhouse Quartz facility NC0000361 Avery 9-2010 02/17/2011 02/18/2011
NOV-2011-MV-0063 Town of Banner Elk- Banner Elk WWTP NCO032115 Avery 10-2010 03/17/2011 03/18/2011
NOV-201 1 -MV-0094 Town of Banner Elk- Banner Elk WWTP NCO032115 Avery 12-2010 05/10/2011 05/11/2011
NOV-2011-MV-0112 Unimin Corporation - Schoolhouse Quartz facility NC0000361 Avery 12-2010 06/28/2011 06/29/2011
NOV-2011-MV-0114 Town of Banner Elk- Banner Elk WWTP NCO032115 Avery 1-2011 06/30/2011 07/01/2011
NOV-201 1 -MV-01 15 Town of Elk Park- Elk Park WWTP NCO079561 Avery 1-2011 06/30/2011 07/01/2011
NOV-2011-LV-0258 Town of Newland - Newland WWTP NCO021857 Avery 1-2011 07/20/2011 07/21/2011
NOV-2011-MV-0139 Town of Crossnore - Crossnore WWTP NCO026654 Avery 2-2011 07/20/2011 07/21/2011
NOV-2011-LV-0479 Linville Ridge Country Club - Linville Ridge Country NCO062413 Avery 5-2011 10/10/2011 10/14/2011
Club WWTP
NOV-2011-LV-0579 Linville Ridge Country Club - Linville Ridge Country NCO062413 Avery 6-2011 11/22/2011 11/29/201'
Club WWTP
NOV-2012-LV-0099 Linville Resorts Inc- Linville Resorts WWTP NCO039446 Avery 6-2011 02/03/2012 02/07/2012
NOV-2012-LV-0233 Town of Elk Park- Elk Park WWTP NCO079561 Avery 10-2011 05/03/2012 05/04/2012
NOV-2012-LV-0338 Town of Elk Park- Elk Park WWTP NCO079561 Avery 4-2012 07/05/2012 07/06/2012
NOV-2012-TX-0054 Unimin Corporation - Schoolhouse Quartz facility NC0000361 Avery 5-2012 08/03/2012 08/03/2012
NOV-2012-LM-0055 RCS Properties-Tynecastle WWTP NCO062961 Avery 4-2012 09/27/2012 09/28/2012

Case Number
Owner - Facility - Location
Permit
Number
County Incident
Incident
Start
Date
Inspection
Date MR
NOV
Drafted
NOV Sent
NOV-2012-MV-0089
Town of Banner Elk- Banner Elk WWTP
NCO032115
Avery
4-2012
09/27/2012
09/28/2012
NOV-2012-LM-0056
RCS Properties - TynecastleWWTP
NCO062961
Avery
5-2012
09/28/2012
10/01/2012
NOV-2012-LV-0568
Linville Ridge Country Club - Linville Ridge Country
Club WWTP
NCO062413
Avery
6-2012
11/08/2012
11/09/2012
NOV-2012-LV-0569
Linville Ridge Country Club - Linville Ridge Country
Club WWTP
NCO062413
Avery
7-2012
11/08/2012
11/09/2012
N0V-2012-LV-0578
RCS Properties-Tynecastle WWTP
NCO062961
Avery
6-2012
11/14/2012
11/15/2012
r�
NOV-2012-LV-0587
GGCC Utility Inc- GGCC Utility WWTP
NCO023124
Avery
7-2012
11/16/2012
11/19/2012
NOV-2012-MV-0115
GGCC Utility Inc - GGCC Utility WWTP
NCO023124
Avery
8-2012
11/19/2012
11/20/2012
NOV-2012-MV-0121
Linville Resorts Inc- Linville Resorts WWTP
NCO039446
Avery
8-2012
11/30/2012
12/03/2012
NOV-2012-LV-0607
Linville Ridge Country Club - Linville Ridge Country
Club WWTP
NCO062413
Avery
8-2012
12/03/2012
12/05/2012
NOV-2012-LV-0620
Linville Ridge Country Club - Linville Ridge Country
Club WWTP
NCO062413
Avery
9-2012
12/17/2012
12/18/2012
NOV-2012-MV-0126
RCS Properties - Tynecastle WWTP
NCO062961
Avery
8-2012
12/17/2012
12/18/2012
NOV-2013-MV-0047
Adams Apple Homeowners Association Inc - Adams
Apple Condominiums WWTP
NCO042358
Avery
10-2012
03/26/2013
03/27/2013
NOV-2013-TX-0020
Carolina Water Service Inc of North Carolina- Sugar
Mountain WWTP
NCO022900
Avery
1-2013
03/27/2013
04/03/2013�
NOV-2013-LV-0221
Town of Elk Park- Elk Park WWTP
NCO079561
Avery
1-2013
04/09/2013
04/10/2013
NOV-2013-MV-0055
Adams Apple Homeowners Association Inc -Adams
Apple Condominiums WWTP
NCO042358
Avery
1-2013
04/10/2013
04/12/2013
NOV-2013-LV-0247
Town of Crossnore - Crossnore WWTP
NCO026654
Avery
1-2013
04/15/2013
04/17/2013
NOV-2013-LV-0312
Town of Crossnore - Crossnore WWTP
NCO026654
Avery
2-2013
05/10/2013
05/13/2013
NOV-2013-MV-0075
Adams Apple Homeowners Association Inc - Adams
Apple Condominiums WWTP
NCO042358
Avery
2-2013
05/23/2013
05/24/2013
NOV-2013-MV-0078
RCS Properties - Tynecastle WWTP
NCO062961
Avery
2-2013
05/29/2013
05/30/2013
11

VCase umber
Owner - Facility - Location
Permit
Number
County Incident
Incident
Start
Date
Inspection
Date MR
NOV
Drafted
NOV Sent
NOV-2013-MV-0079
RCS Properties - Tynecastle WWTP
NCO062961
Avery
3-2013
05/29/2013
05/30/2013
NOV-2013-LV-0395
Town of Elk Park- Elk Park WWTP
NCO079561
Avery
3-2013
07/02/2013
07/03/2013
NOV-2013-TX-0039
Carolina Water Service Inc of North Carolina - Sugar
Mountain WWTP
NCO022900
Avery
4-2013
07/02/2013
07/08/2013
NOV-2013-MV-0091
Town of Banner Elk- Banner Elk WWTP
NCO032115
Avery
3-2013
07/23/2013
07/24/2013
NOV-2013-LV-0524
RCS Properties - Tynecastle WWTP
NCO062961
Avery
7-2013
09/10/2013
09/11/2013
NOV-2013-LV-0528
Linville Ridge Country Club - Linville Ridge Country
Club WWTP
NCO062413
Avery
6-2013
09/11/2013
09/13/201'
NOV-2013-LV-0545
Adams Apple Homeowners Associationlnc -Adams
Apple Condominiums WWTP
NCO042358
Avery
6-2013
09/20/2013
09/23/2013
NOV-2013-LV-0546
Adams Apple Homeowners Associationlnc -Adams
Apple Condominiums WWTP
NCO042358
Avery
7-2013
09/20/2013
09/23/2013
NOV-2013-LV-0605
Linville Land Harbor Prop Owners Assoc - Linville
Land Harbor WWTP
NCO022756
Avery
7-2013
10/09/2013
10/10/2013
NOV-2013-LV-0627
Linville Ridge Country Club - Linville Ridge Country
Club WWTP
NCO062413
Avery
7-2013
10/14/2013
10/15/2013
NOV-2013-LV-0693
Adams Apple Homeowners Associationlnc - Adams
Apple Condominiums WWTP
NCO042358
Avery
8-2013
11/21/2013
11/22/2013
NOV-2013-LV-0694
RCS Properties - Tynecastle WWTP
NCO062961
Avery
8-2013
11/21/2013
11/22/2013
NOV-2014-LV-0011
Adams Apple Homeowners Associationlnc - Adams
Apple Condominiums WWTP
NCO042358
Avery
9-2013
01/14/2014
01/15/2014
NOV-2014-TX-0027
Carolina Water Service Inc of North Carolina - Sugar
Mountain WWTP
NCO022900
Avery
1-2014
04/03/2014
04/04/2014.
NOV-2014-MV-0030
GGCC Utility Inc -GGCC Utility WWTP
NCO023124
Avery
12-2013
05/01/2014
05/06/2014
NOV-2014-MV-0034
Town of Crossnore - Crossnore WWTP
NCO026654
Avery
12-2013
05/05/2014
05/07/2014
NOV-2014-MV-0035
Town of Banner Elk- Banner Elk WWTP
NCO032115
Avery
9-2013
05/05/2014
05/05/2014
NOV-2014-LV-0348
Adams Apple Homeowners Association Inc - Adams
Apple Condominiums WWTP
NCO042358
Avery
4-2014
07/23/2014
07/25/2014
NOV-2014-LV-0362
Avery Development Corporation - Mountain Glen Golf
Club
NCO033685
Avery
5-2014
07/25/2014
07/28/2014

Case Number
Total Cases: 92
Incident
Permit Start Inspection NOV
Owner - Facility - Location Number County Incident Date Date MR Drafted NOV Sent
Total Entries (MRs, Incidents, Inspections, etc):
92
0
s

Permit NCDD23124;, : Details ,.. -Adman Region; 1- Asheville
Facility: GGCCUfiIityVtMrTP Details;:_ . County:
` s 3
❑MRFordat tY- F2eceivedDate: 12tCJ4t201 `,-, - " Frir3tDPviR._ ,
FacilityRepoftedtls: Is signed
Corript'ant Nan-Co[npliant Not Reported, ;,
Received,Electronically. ❑ Paper Copy Received Date: Submitted By: ;
'K
Effluent 1'ritfitent LUP Ste , M ' DA" Strearn
}
Ou fall ' D01 El Not Discharging
i
Parameter Cii £1 Tt3T N Ga tc - jmgfl [✓ Na bat
h r.�
Blare Pararns . Approved
Approved
„1S
MorithiyAvg
`•3
19
Daily Max
Daily Min
5
21
_
6_
`=22
= SAMPLE'TYPE—.`
Camp ;
7.23
4
CALCULATEDo-
9'
-
�25
M,onthiyAvg °.
10
..
28
Daily Max
2
r
�.27
Dafly`ta9in s
.... -.
12
�28
WeeCs3yAug 1'
13
29
1AleeltyAvg2
=
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''NeeidyAvg3'
YveeklyAvg 4
Weekly Avg 5
Comment r NewDtulR

Permit: L14 L-O �2 124 Admin Region:
Facility-. GGCC Utility,,',"AITP Details.., County:
DfYIR For Date Received Date: [1210412013 I Print DIORL.
Facility Reported As: Compliant C Non -Compliant Not Reported is signed
Received Electronically: El Paper Copy Received Date: Submitted By.
Eifluent
Outrall: K, Not Discharging
Parameter-, C b'6 T 6Y*L, P - f mg/1 No Data
L11.1. _Palams Approved il2t2712013
2
17
i 9
ENTERED
Monthly kg
4
--
20
Daily Max
D
6
SAhIPLE TYPE I Comp
7
8
23
24
CALCULATED —
9
10
11
25
26
Dailylvlax
Daily 1,1in
12
13
22_,�,le--e,
V—tyAv--g 1
I.Neeklykig 2
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15
31
f Wee kly.Avg 4
16
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Comment W Df
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:nter W49 Parameter L)a
I I -, � I - ', __ !laJAMM
Permit: NCOD23124 —Details... I Admin Region: 11 - Asheville _j
Facility: EGGCC Utility WIDTP LD�etails... County:, very
MAR For Date: 12-20-13 —1 Received Date: J'OV28Y2014 !PrintR7 DM7
rrr
Facility Repoited As: Compliant (�) Non -Compliant ClNot Reported Is signed
Received Electronically: ❑ Paper Copy Received Date: Submitted By:
Effluent I' rnflUC-11 C' LID Strea,'!' J' Davin Stream
Outfall: fool
Not Disch2rging
Parameter. lbo6f6-46T Conc-_-�
mgfl
[v:] No Data
More Params
Approved
[OV28/2014
1
17
ENTERED -
2
18
rOonthlyAvg
_iv-,
19
F T,_
2Y _3X_--I-
4
1
'o
Dailyklin
5
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-SAMPLE TYPE -
Comp
23
a
24
CALCULATED -
25
1,AonthlyA,,g
ZFT
Daily Max
-11
27
_----Dally Min
12
28
14
J
30
VVe e kly A�vg 2
I.Veek-ly-Avg-3' -
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W-_i�K7,Av�
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Comment:
Njcv
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Re a dy SID: DERD

/Events Related Vioistions CVi012tjonSUMM2r)/
Case Number: N:OV:-:20:�1440V-0 030 NOD: Site-,,: L=---], Project#: -acre e
Permit: INCO023124 I Details.._ SOC: AD: 10onitoring Report: ]F Det;,,-,
Facility.tSite, WTP Region: EAsheville j County:
Own e r: LGG�C WHO Inc Incident: Inspect Dt-.
Eve rit Type
Event Date
Due Date
Comment
NOV drafted
05101/2014
NOV sent--
0510612014
Facility received NUV
0510712014
Permiltee response received
0511712014
Generate NOV- i i Initiate Enforcement_
< BS& f � ' � ", �r
U Eance,
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k A
NCDENR `T
. ..... North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 6, 2014
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 7012 1010 0002 1965 9960
Mr. Richard P. Foutz
GGCC Utility Inc.
GGCC Utility WWTP
P.O. Box 368
Linville, North Carolina 28646
Subject: Notice of Violation and
Recommendation for Enforcement
Tracking #: NOV-2014-MV-0030
GGCC Utility WWTP
NPDES Permit No. NCO023124
Avery _County
Dear Mr. Foutz:
John E Skvarla, III
Secretary
A review of the October - December 2013 self -monitoring reports for the subject facility revealed
violations of the following parameters:
Date
Outfall
Parameter
. Frequency
Violation
12/31/2013
001
Total Nitrogen
Quarterly
Failure to Monitor
12/31/2013
001
Total Phosphorus
Quarterly
Failure to Monitor
A Notice of Violation/ Notice of Recommendation for Enforcement (NOV/ NRE) is being issued for the
noted violation of North Carolina General Statute (G.S.) 143-215.1 and NPDES Permit No. NC0023124.
Pursuant to G.S. 143-215.6A, a civil penalty of not more than twenty-five thousand dollars ($25,000.00) may be
assessed against any person who violates or fails to act in accordance with the terms, conditions, or
requirements of any permit issued pursuant to G.S. 143-215.1. If you wish to provide additional information
regarding the noted violation, request, technical assistance, or discuss overall compliance please respond in
writing within ten (10) days after receipt of this Notice. A review of your response will be considered along
with any information provided on the December 2013 Discharge Monitoring Report. You will then be notified
of any civil penalties that may be assessed regarding the violations. If no response is received in this Office
within the 10-day period, a civil penalty assessment may be prepared.
Water Quality Regional Operations —Asheville Regional Office
2090 U.S. Highway 70, Swannanoa, North Carolina 28778
Phone: [phone] FAX: [phone]
Internet http://portal.ncdenr.org/web/wq
An Equal Opportunity/ Affirmative Action Employer

Mr. Richard P. Foutz
May 6, 2014
Page Two
Remedial actions, if not already implemented, should be taken to correct any problems. The Division of
Water Resources may pursue enforcement actions for this and any additional violations. If the violations are of
a continuing nature, not related to operation and/or maintenance problems, and you anticipate remedial
construction activities, then you may wish to consider applying for a Special Order by Consent. You may
contact this office for additional information.
If you have questions concerning this matter, please do not hesitate to contact Janet Cantwell or
me at 828/296-4500.
Sincerely,
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations, NCDENR
Asheville Regional Office
WQ Central Files
WQ Point Source Branch
G:\WR\WQ\Avery\Wastewater\Minors\GGCC Utility 23124\NOV-NRE-2014-MV-0030.doc

GRANDFATHER
GOLF & COUNTRY CLUB
LINVILLE, NORTH CAROLINA
Certified Mail
Return Receipt Requested — 7012 3460 0001 1665 5371
May 12, 2014
Mr. G. Landon Davidson, P.G.
Regional Supervisor
Water Quality Regional Operations, NCDENR
2090 U.S. High-%vay 70
Swannanoa, NC 28778
RE: GGCC Utility WWTP
NOV-2014-MV-0030
Dear Mr. Davidson:
This is in response to the above referenced Notice of Violation.
/ED
Resource$
M AY 15 2014
Water Quality Regional Operations
Asheville Regional Office
The Total Nitrogen Total Phosphorous monitoring for the October -December 2013
quarter was collected in October of 2013; however, the results of those tests were
inadvertently omitted from the October 2013 Discharge Monitoring Report (DMR).
Enclosed is an amended DMR for October 2013, reflecting the results of these tests along
with a copy of the test results. The amended DMR has also been filed with the Central
Files office in Raleigh.
I have met with the contractor who provides monitoring services for our W WTP .to
review their monitoring process and we have taken steps to help insure that this oversight
does not occur again. I
Please let me know if you need.any additional information regarding this matter.
Respectfully submitted,
Richard P. Foutz
CFO
Enclosures
P.O. Box 368, Linville, NC 28646 1 [phone] 1 www.GrandfatherClubNC.com

EFFLUENT AOVJ MT" C'�NJV�' On 10/09f 13)
VNPDES PERMIT No. NCO023124 DISCHARGE NO. 001 MONTH OCTOBER YEAR 2013
FACILITY NAME Grandfather Golf CLASS 11 COUNTY Avery
OPERATOR IN RESPONSIBLE CHAR ver Eggers GRADE 11 PHONE [phone]
CERTIFIED LAB ab & Op rations, Inc.
CHECK BOX IF O C HASj&ej esou RSON(S) COLLECTING SAMPLES Denver Eggers
Mail ORIGINAL an ONE COPY to:
ATTN: CENTRAL LES MAY 1 5 2014 X� %
DIVISION OF WAT R QUALITY { 16NATURE OF OP OR 1N RESPONSIBLE CHARGE) (DATE)
1617 MAIL SERVIC CENTER Regional Opera ons B THIS SIGNATURE, I CERTIFY THAT THIS REPORT IS
RALEIGH. NC 2769 -16tl ter Quality 9 Innal o flce CURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE
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0.026
18
7.6
UV
12.6
0.72
36
126
16.69
1.45
MINIMUM
0.007
17
6.2
UV
4.0
0.20
5
3
16.69
1.45
COMP. C/ GRAB G G
G
G
G
G
G
G
G
G
G
MONTHLY LIMIT a.oT
6.9
Uv
30145
9.00
30145
2001400
NB3 Limit Nov. -March 27 mg1L

Facility Status: (Please check one of the following) f�
All monitoring data and sampling frequencies meet permit requirements L�J
All monitoring data and sampling frequencies do NOT meet permit requirements
If the facility is noncompliant, please comment on corrective actions being taken in respect to equipment, operation, maintenance, etc., and a time table
for Improvements to be made.
Amended for Total Nitrogen and Total Phosphorus on the 29th. Samples were inadvertently left offthe DMR.
i • = All QC not met. I do not feet that the data was effected.
(a� = Blank used too much D.O.
i
^ = GGA failed
"1 certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed
to assure that qualified personnel property gather and evaluate the information submitted. Based on my inquiry of the persons or persons who manage the system,
or those persons directly responsible for gathering the information, the Information submitted Is, to the best of my knowledge and belief, true, accurate, and complete.
1 am aware that there are significant penalties for submitting false information, Including the possibility of fines and imprisonment for knowing violations."
P O Box 368, Linville, NC 28646 828-898-4531 113112005
Permittee Address Phone Number Permit Exp. Date
PARAMETER CODES
00010 Temperature
00556 Oil and Grease
00950 Dissolved Flouride
01077 Silver
39516 PCPS
00065 Steam Stage
00600 Total Nitrogen
01002 Total Arsenic
01087 Total Vanadium
39941 Roundup
00076 Turbidity
00610 Ammonia Nitrogen
01027 Cadmium
01092 Zinc
50047 Maximum Flow during
24-hr. period
00300 Dissolved Oxygen
00625 Total K)eldahl Nitrogen
01032 Hexavalent Chromium
01105 Total Aluminum
50084 Minimum flow during
24-hr, period
00310 BOD
00665 Total Phosphorous
01034 Chromium
01147 Total selenium
50050 Flow
00340 COD
00720 Cyanide
01037 Total Cobalt
31504 Total Coliform
50060 Total Residual Chlorine
00400 pH
00745 Total Sulfide
01042 Copper
31614 Fecal Coliform, MPN, Tube
71880 Formaldehyde
C0500 Total Solids
00927 Total Magnesium
01045 Total Iron
31616 Fecal Coliform
71900 Mercury
00530 TSS
00929 Total Sodium
01051 Lead
32730 Total Phenolics
81318 Ferrocyanides
00545 Settleable Solids
00940 Total Chloride
01067 Nickle
38260 MBAS
85652 Time
The monthly average for fecal coliform is to be reported as a GEOMETRIC mean. Use only units designated in the reporting facility's permit for reporting data.
• ORC must visit facility and document visitation of facility as requires per 15A NCAC 8A .0202 (b) (5) (B).
— If If Signed by other than the permittee, delegation of signatory authority must be on file with the state per 15A NCAC 2B .0506 (b) (2) (D).

Blue Ridge Labs
PO Box. 2940
Lenoir, NC 28645
82$-728-0149
[e-mail]
Client:
Water Quality Tabs
P., G.. Box 1*167
Banner );11c,. NC 28604
' .Attention:
I
ivlr. .Isirhhotif
j Date Received;
'04-Nnv-13
i Report Date:
22Nov-13
Sample Date:,
29-Oat-13
13RL#:
BRL72013-0816
Lab Sample iD:
I�SID:ZOI-037r4
Client Sample ID:
GGCC;
_
Analysis
Analysis
� Parameter
Result MQL.
.Unit Method' "Circe
Date. Analyst
N2+N3
7,59 0.64
mg/I fit IO 45Qp N 15:01
1111412013 KCJ
TKN
9.1 0.5
mgl) SIvII9 450ti-N 11:10
11/15/2013 1{,CJ
Reported By:
S: J. Johnson) D:R, Wessfilger
Conveatratians a low Nonimum QuantlticAtion Limit except wbere n6ted..
NC Laboratory Certiricate No. 275
Page 1 of 6
i

Slue .Ridge Labs
PO Box 2940
Lenoir,, NC 28645
52.8-728-0149
blueridgelabslenoir@gmail,com
Client:
Water Quality Labs
P. G. Bons 1167
8aniier l✓1k, NC 28604
Attention;
Mr, P. Isenhour
Date Received:
04-Nov-1 3
Report Date:
22-Nov-13
Sample Pate:
29-Get-13
BRL#:.
BRI G13-0816
Lab Sample ID':
LSYD-201143765
Client Sample ID;
GGCC
Analysis Analysis.
Parameter
Result MQI. Unit Method Time Date Analyst:
Total Phusphoras
L45 0.02 tng/l .EP.A200.7 12:23 11122/2013 KC]
Reported By;
. J. 3,01insort,.b.R. Wessinger
Concentrations elowMinim um Q.uAlItiiictition Liritit except where -noted.
NC Laboratory Ca'rtificote:No. 275
Page 2 of .6

I'r
GRANDFATHER
GOLF & COUNTRY CLUB
LINVILLE, NORTH CAROLINA
November 29, 2012
Mr. Chuck Cranford
Surface Water Projection Supervisor
Asheville Regional Office
2090 US Highway 70
Swannanoa, North Carolina 28778
ar �� DEC —3 2012 -
r- F
� C,U,".LITY &ECT(CN �nr� T`
ASHEWLLc I;',rG 0 ,d%L OF ICE
-Cf. •�.:Y. ,'iL;{<. �..Yn,a�.t... ,.._.. _- ,u .....� ., w . �... r.. ..-...h.'..fG..y. .. .
RE: Notice of Violation NOV-2012-LV-0587
GGCC Utility, Inc.
Linville, North Carolina
Dear Mr. Cranford:
I received a letter from NCDENR dated November 19, 2012 for a Notice of Violation on
GGCC Utility, Inc. (GGCC) Wastewater Treatment Plant (WWTP) for exceeding the average
monthly flow July 2012. During the month of July, 2012 there were three days in particular that
the recorded flow were excessive, July 6 recorded flow 0.082 mgd, July 11 recorded flow 0.083
mgd and July 13 recorded flow 0.081 mgd. These days correspond to times of heavy rain events,
which contributed to the excessive flows at the WWTP.
In 2011, GGCC and McGill Associates, PA began a comprehensive evaluation of the
existing sewer collection system with a goal of removing extraneous infiltration and inflow (I/I)
from the wastewater collection and treatment systems. Upon completion of the sewer system
evaluations and forthcoming sewer rehabilitation -projects, it is expected that the average flows
will decrease.
I trust that this letter will adequately address the issue of the Notice of Violation for
WWTP exceeding the average flow limit allowed for the month July, 2012. If you have any
questions or require additional information regarding this matter, please feel free to contact me
828-898-4531.
Sincerely,
C UTILITY INCaFOUTZ,
HARD P.
RICPA
Chief Financial Officer
cc: Mr. David"E: Richmond, PE, McGill Associates, P.A. M
.:Mr. R.J., Mozeley, PE, McGill Associates, P.A.
WQ Lab & Operati . ns,/ORC
f
P.O. Box 368, Linville, NC 28646 1 [phone] 1 www.GrandfatherClubNC.com

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Richard P. Foutz
GGCC Utility Inc.
P.O. Box 368
Linville, North Carolina 28646
Dear Mr. Foutz:
Division of Water Quality
Charles Wakild, P.E.
Director
November 20, 2012
Subject: NOTICE OF VIOLATION
NOV-2012-MV-0115
Permit No. NCO023124
GGCC Utility WWTP
Avery County
Dee Freeman
. Secretary
A review of GGCC Utility WWTP's monitoring report for August 2012 showed the following
violations:
Parameter
Date
Measuring
Violation
Frequency
pH
Week ending
Weekly
Failure to Monitor
08/04/2012
Temperature, Water Deg.
Week ending
Weekly
Failure to Monitor
Centigrade
08/04/2012
It was also noted that the Compliance box on the back of the DMR was marked "Compliant" when in
fact it should have been marked "Non -Compliant" with an explanation for the non-compliance. If the above
parameters were _left off inadvertently, please send an amended DMR within 10 business days of
receipt of this letter to Raleigh at the address found on the front page of your DMR and also a copy to
this office.
Remedial actions should be taken to correct this problem. The Division of Water Quality may pursue
enforcement action for this and any additional violations of State law. If you should have any questions,
please do not hesitate to contact Janet Cantwell or me at 828/296-4500.
Sincerely,
Chuck Cranford, Regidnal Supervisor
Surface Water Protection Section
we D:VI,, Ashev,itle;;Files
DWQ Central Files
WQ Lab & Operations/ ORC
S:\SWP\Avery\Wastewater\Minors\GGCC Utility 23124\1\10V-2012-MV-0115.doc
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, N.C. 28778 Phone[phone]
Internet: www.ncwaterguality.org FAX [phone]
Noe Carolina
Natmra!!ll

NCD NR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Richard P. Foutz
GGCC Utility Inc.
P.O. Box 368
Linville, North Carolina 28646
Dear Mr. Foutz:
Division of Water Quality
Charles Wakild, P.E.
Director
November 19, 2012
Subject: NOTICE OF VIOLATION
NOV-2012-LV-0587
Permit No. NCO023124
GGCC Utility WWTP
Avery County
Dee Freeman
Secretary
A review of GGCC Utility WWTP's monitoring report for July 2012 showed the following violation:
Parameter
Date
Limit Value
Reported
Limit Type
Value
Flow, in conduit or thru
07/31/2012
0.07 mgd
0.071 mgd
Monthly Average
treatment plant
Exceeded
A report of GGCC WWTP's flow for the past year (July 2011 through July 2012) has shown the facility
to be at 86.27 % of the facility's permitted flow. A copy of 15A NCAC 02T .0118 regarding hydraulic treatment
capabilities for WWTPs is enclosed.
Please review the Flows for the July 2012 DMR and submit a written response within 10 days of
receipt of this letter to this Office explaining why the Monthly Average Flow for July 2012 exceeded the
permit limit.
Remedial actions should be taken to correct this problem. The Division of Water Quality may
pursue enforcement action for this and any additional violations of State law. If you should have any
questions, please do not hesitate to contact Janet Cantwell or me at 8281296-4500.
Sincerely,
Chuck Cranford, Regional Supervisor
Surface Water Protection Section
Enclosure
,�,cc�y���D1/VQ�As Nevi I le�'Fi lest
DWQ Central Files
WQ Lab & Operations/ ORC
S:\SWP\AverylWastewater\Minors\GGCC Utility 23124WOV-2012-LV-0587.doc
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, N.C. 28778 Phone[phone]
Internet: www.newaterouality.orn FAX [phone]
o e NCarolina
tura!!y

I5 A NCAC 42T .tl118 DEMONSTRATION OF It+ LUI ME NV ASTEWATER TREATNMNT CAPACITIES
In order to insure that treatment, utilization, or disposal systems do not exceed their hydraulic treatment capacities, no
peinYits for sewer Iine extensions shall be issued to wastewater treatment systems owned or operated by municipalities.
counties, sanitary districts or public utilities -unless they meet the following requirements:
(1) Prior to exceeding 80 percent of the wastewater treatment systenY's permitted hydralLllc capacity (`based
on the average flow of the last calenndar year), the permittee inust submit an approvable engineering
evaluation of their future wastewater treatment, utilization, and disposal needs. This evaluation must
outline specific plans for meeting future wastewater treatment, utilization_ or disposal needs by either
expansion of the existing system, elimination or reduction of extraneous flows, or water conset Tvation
and must include the source(s) of f coding for the improvements. If expansion is not proposed or is
proposed for a later date, a detailed justification must be made to the satisfaction of the Director that
wastewater treatment needs will be met based on past growth records and future growth projections
and, as appropriate, shall include conservation plans or other specific measures to achieve waste flow
reductions.
(2) Prior to exceeding 90 percent of the wastewater treatment, utilization, or disposal -systems pernAtted
hydraulic capacity, (based on the last calendar year), the perrtnittee must obtain all permits needed for
the expansion of the wastewater treatment. utilization, or disposal system and, if construction is
needed, submit approvable final plans and specifications for expansion including a construction
schedule If expansion is not proposed or is proposed for a later date, a detailed justification must be
made to the satisfaction of the Director that wastewater treatment needs will be met teased on past
growth records and fiutuire growth projections and, as appropriate, .shall include conservation plans or
other specific measures to achieve waste flow reductions.
(3) The Director shall allow permits to be issued to facilities that are exceeding the 80 percent or 90
percent loading rates if the additional flow is not projected to resultin the facility exceeding its
permitted hydraulic capacity, the facility is in compliance with all other permit limitations and
requirements, and it is demonstrated to the satisfaction of the Director that adequate progress is being
made in developing the needed engineering evaluations or plans and specifications. In determining the
adequacy of the progress. the Director shall consider the projected flows, the complexity and scope of
thework to be completed and any projected environmental impacts.
Histofy Note: Authority G.S. 143-215.3;
Eff. Septerrrber 1, 2006.

GRANDFATHER
GOLF & COUNTRY CLUB
LINVILLE, NORTH CAROLINA
October 2, 2012
Mr. Charles Wakild, PE
NCDENR — DWQ
Compliance & Expedited Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Dear Mr. Wakild:
Lu
E OCT 17 2012
i,JN
C
,t
RE: Future Wastewater Treatment Capacity
GGCC Utility, Inc. I\JL a ��
Linville, North Carolina
k,a.,�
I received a letter from NCDENR dated April 30, 2012 which imposed a sewer line
moratorium on GGCC Utility, Inc. (GGCC). GGCC has been working with McGill Associates,
P.A. (McGill) since 2010 on various utility projects. After consulting with Mr. Forrest Westall,
PE, of McGill, I offer this letter in response to the imposed sewer line extension moratorium.
According to 15A NCAC 02T .0118, "Demonstration of Future Wastewater Treatment
Capacities" allows for the issuance of permits for sewer line extensions to facilities exceeding
80% of their hydraulic treatment capacity, provided that specific evaluations of future wastewater
treatment needs have been completed. GGCC currently provides sanitary sewer service to 192
residential customers, the GGCC Administration building, GGCC guardhouse, and the GGCC
Clubhouse.
As noted in the moratorium letter, the 12-month average flow for the GGCC wastewater
treatment plant (WWTP) in 2011 was 0.0567 MGD (80.99% of the design flow). For the record,
the average monthly flow from January 2012 through July 2012 has been 0.0590 MGD (84.29%)
of the design flow. These flows have corresponded to a relatively wet year with respect to
rainfall. For instance, the month of July 2012 averaged 0.0710 MGD of WWTP flow when the
monthly total rainfall for July was 6.36 inches (1.08 inches above average) with rainfall on
twenty-two (22) days of the month.
In 2011, GGCC and McGill began a comprehensive evaluation of the existing sewer
collection system with a goal of removing extraneous infiltration and inflow (I/1) from the
wastewater collection and treatment systems. Upon completion of the sewer system evaluations
and forthcomingsewer rehabilitation projects, it is expected that the annual average flows will
decrease. Consequently, GGCC has no plans for exceeding the current hydraulic treatment
capacity of the existing WWTP.
P.O. Box 368, Linville, NC 28646 1 [phone] I www.GrandfatherClubNC.com

2, 2012
JFM07ctob
rles Wakild, PE
The existing sewer service area for GGCC encompasses roughly one-half (1/2) of the
GGCC development with wastewater disposal for the remaining residences being provided by
private septic systems. There are no remaining areas within the GGCC boundaries where
residential development could occur. Additionally, GGCC has no future plans to extend the
public sewer collection system to the existing residences t at are currently on private septic
systems. -- -
GGCC does, however, have plans to add its community beach house facility to the GGCC
sewer system. This decision has been reached based on the age of the septic system currently
servicing the beach house facility and the position that in the long term, sewer service to the
swim beach facility would be most effectively provided by the public sewer collection and
treatment systems. Based on the number of fixtures within this facility, the estimated additional
flow from this facility will be equal to or less than 3,800 gallons per day during the limited time
in which the facility is open, which is Memorial Day through Labor Day of each year. Therefore,
the addition of the beach house facility will not cause the WWTP to exceed its current hydraulic
treatment capacity.
A letter of request for a Fast -Track -Application sewer permit is being submitted
concurrently to the Asheville Regional Office under the provisions of NCAC 02T .0118 (3) for
approval of the extension of the GGCC sewer system to serve this beach house facility.
I trust that this letter will adequately address the issue of future wastewater treatment
needs for GGCC Utility, Inc. If you have any questions or require additional information
regarding this matter, please feel free to contact me 828-898-4531 or Mr. Forrest Westall at 828-
252-0575.
Sincerely
I. Platek
COO
cc: Mr. Chuck Cranford, NCDENR-DWQ ARO
Mr. Forrest Westall, PE, McGill Associates, P.A.
Mr. R.J. Mozeley, PE, McGill Associates, P.A.

MCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
March 29, 2011
RICHARD P FOUTZ
GGCC UTILITY INC
PO BOX 368
LINVILLE NC 28646
SUBJECT: Payment Acknowledgment
Civil Penalty Assessment
Pen -nit Number: NCO023124
Case Number: MV-2011-0013
Avery County
Dear Mr. Foutz:
Dee Freeman
Secretary
This I tt0 is to acknowledge receipt of check number 000898 in the amount of ol NOR -feceived from you
datettl 34� his payment satisfies in full the above civil assessment levied against the subject
facility, and this case has been closed. Payment of this penalty in no way precludes future actionI by this
Division for additional violations of the applicable Statutes, Regulations, or Permits. a
If you have any questions, please call Bob Guerra at 919-807-6387.
cc: Central Files
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St, Raleigh, North Carolina 27604
Phone: 91 M07-6300 \FAX: [phone] \Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity \ Affirmative Action Employer
n
�y
LJ
-T,
K!
MAR 31 2011
g
WATER QUALITY SECTION
' FASPIEVILLE REGIONAL OFFICE
OnQ

i
I:ILE COPY
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
SURFACE WATER PROTECTION SECTION
March 22, 2011
Mr. Richard P. Foutz
GGCC Utility, Inc.
PO Box 368
Linville, NC 28646
SUBJECT: Compliance Evaluation Inspection
GGCC Utility, Inc. WWTP
Permit No: NCO023124
Avery County
Dear Mr. Foutz:
Enclosed please find a copy of the Compliance Evaluation Inspection report from the
inspection conducted on March 4, 2011. The facility was found to be in Compliance with permit
NC0023124.
Please refer to the enclosed inspection report for additional observations and comments.
If you or your staff should have any questions, please call me at 828-296-4500 extension 4662.
Sincerely,
" ��� ✓ � cam'' �' �n
Wanda P. Frazier
Environmental Specialist
Enclosure
cc: Jadd Brewer, ORC contractor
entral :-Iles.
e�tllz�F�i1�es
S:\SWP\Avery\WastewaterNinors\GGCC Utility 23124\CEI 3-4-11.doc
SURFACE WATER PROTECTION — ASHEVILLE REGIONAL OFFICE OnrthCarolina
Location: 2090 U.S. Highway 70, Swannanoa, NC 28778 Natuia!!
Phone: [phone] Fax: [phone] Customer Service: 1-877-623-6748 y
�ry�, Internet: www.newaterguality.org
t

United States Environmental Protection Agency
Form Approved.
E n Ar/`1 Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 I NI 2 15I 31 NC0023124 111 121 11/03/04 117 181 CI 191 sl 20I I
Remarks
21111111111111111111111111111111111111111111111116
Inspection Work Days Facility Self -Monitoring Evaluation Rating 131 QA — Reserved ---
671 l. 0 169 70 L 3 I 711 I 721 N I 73 LJJ 74 751 I I I I I I 180
��--
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
GGCC Utility WWTP
01:15 PM 11/03/04
10/02/01
Exit Time/Date
Permit Expiration Date
NC Hwy 105
Linville NC 28646
01:45 PM 11/03/04
15/01/3.1
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Larry E Townsend/ORC/704-898-9212/
Name, Address of Responsible OfficiaVTitle/Phone and Fax Number
Richard P Foutz,PO Box 368 Linville NC 28646//828-898-4531/ ContactedNo
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit 0 Operations & Maintenance 0 Records/Reports Facility Site Review
Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspectors) Agency/Office/Phone and Fax Numbers Date
Wanda P Frazier ARO WQ//828-296-4500 Ext.4662/
I -A 'D/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
:n a:UA 3 /7, 2 syy 0
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type
3I NCO023124 I11 12I 11/03/04 1
17 18ICI
(cont.)
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
FACILITY DESCRIPTION: Grandfather Golf and Country Club Utility WWTP
WASTEWATER TREATMENT PLANT (WWTP):
The WWTP consists of a 0.070 MGD dual train concrete contact stabilization package plant
consisting of : (no bar screen); one pre -aeration basin with flow splitter valves; multiple
aeration basins (7 per train, 14 total) with three 3.75 HP blowers providing diffused air;
multiple clarifiers (2 per train, 4 total) with skimmers and sludge returns; (dual tertiary
filtration & backwash tank— out of service); one aerobic digestor; back-up tablet chlorinator;
chlorine contact chamber; back-up tablet dechlorinator; effluent channel with v-notch weir and
Stevens 61 R strip chart flow meter with totalizer; UV disinfection (3 banks of 2 tubes per
bank).
PERMIT / INSPECTION / LOG:
A review of the files indicates that the last compliance evaluation inspection was conducted on
8-27-2009 by Keith Haynes and Janet Cantwell.
The permit expires on 1-31-2015. Please request a permit renewal 6 months prior to expiration.
A renewal notice will be mailed as a reminder.
The daily operator log was present on -site and had good notation of daily events, process
control and field testing data.
TREATMENT UNITS / PROCESS CONTROL TESTING DATA:
The activated sludge aeration basin process control data was as follows:
Temperature = 8.6 degrees Celsius
pH = 7.01 units
Settleable Solids = 100 ml/I = 10%
The plant was last pumped in November 2010.
Only one trainof the WWTP is operated during the winter months when seasonal occupancy is low.
EFFLUENT:
The effluent data was as follows:
Dissolved Oxygen = 4.97 mg/I
pH = 7.04 units
Temperature = 7.7 degrees Celsius
Page # 2

Permit: NCO023124
Inspection Date: 03/04/2011
Owner - Facility: GGCC Utility wWTP
Inspection Type: Compliance Evaluation
FLOW MEASUREMENT:
The Stevens 61 R strip chart flow meter with totalizer was last calibrated on 8-18-2010.
OPERATIONS AND MAINTENANCE / EFFLUENT / SUMMARY:
Mr. Larry Townsend, ORC, assisted in the inspection and appears to be operating and maintaining
the facility very well.
The effluent was very clear and appeared to be in compliance with permit limits.
SYSTEM PERFORMANCE ANNUAL REPORT (SPAR):
The 2010 System Performance Annual Report was received by the Division on March 9, 2011.
Page # 3

Permit: NCO023124
Inspection Date: 03/04/2011
Owner - Facility: GGCC Utility WVVrP
Inspection Type: Compliance Evaluation
Permit
Yes
No
NA
NE
(if the present permit expires in 6 months or less). Has the permittee submitted a new application?
Cl
n
■
❑
Is the facility as described in the permit?
■
n
n
n
# Are there any special conditions for the permit?
n
■
n
Cl
Is access to the plant site restricted to the general public?
■
n
n
n
Is the inspector granted access to all areas for inspection?
■
n
n
❑
Comment:
Operations & Maintenance
Yes
No
NA
NE
Is the plant generally clean with acceptable housekeeping?
■
n
n
n
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge ■
n
n
n
Judge, and other that are applicable?
Comment:
Aeration Basins
Yes
No
NA
NE
Mode of operation
Ext. Air
Type of aeration system
Diffused
Is the basin free of dead spots?
■
n
n
n
Are surface aerators and mixers operational?
n
Cl
■
n
Are the diffusers operational?
■
n
n
n
Is the foam the proper color for the treatment process?
®
n
n
n
Does the foam cover less than 25% of the basin's surface?
■
n
n
n
Is the DO level acceptable?
■
n
n
n
Is the DO level acceptable?(1.0 to 3.0 mg/1)
■
n
n
n
Comment:
Secondary Clarifier
Yes
No
NA
NE
Is the clarifier free of black and odorous wastewater?
■
n
n
n
Is the site free of excessive buildup of solids in center well of circular clarifier?
n
n
■
n
Are weirs level?
■
❑ n
n
Is the site free of weir blockage?
■
n n
n
Is the site free of evidence of short-circuiting?
■
n n
n
Is scum removal adequate?
■
n ❑
n
Is the site free of excessive floating sludge?
■
n n
Cl
Page # 4

Permit: NC0023124 Owner - Facility: GGCC Utility WWTP
Inspection Date: 03/04/2011 Inspection Type: Compliance Evaluation
Secondary Clarifier
Yes
No
NA
NE
Is the drive unit operational?
❑
n
■
❑
Is the return rate acceptable (low turbulence)?
■
n
n
n
Is the overflow clear of excessive solids/pin floc?
■
n
n
n
Is the sludge blanket level acceptable? (Approximately '/< of the sidewall depth)
■
n
n
n
Comment:
Disinfection - UV
Yes
No
NA
NE
Are extra UV bulbs available on site?
■
n
n
n
Are UV bulbs clean?
■
❑
❑
❑
Is UV intensity adequate?
■
In
n
❑
Is transmittance at or above designed level?
■
n
n
n
Is there a backup system on site?
■
n
n
n
Is effluent clear and free of solids?
■
n
n
n
Comment:
Effluent Pipe
Yes
No
NA
NE
Is right of way to the outfall properly maintained?
n
00
Are the receiving water free of foam other than trace amounts and other debris?
■
n
n
n
If effluent (diffuser pipes are required) are they operating properly?
n
n
■
n
Comment:
Page # 5

2010 Violations for GGCC Utility, Inc. WWTP
September 2010 Case No. MV-2011-0013
Notice of Violation and assessment of civil penalty in the amount of $186.00
($119.00 civil penalty + $67.00 enforcement costs) for quarterly monitoring
frequency failures for total nitrogen and total phosphorus for the month of
September 2010
1 of the 1 violation of G.S. 143-215 and NPDES
75.00 Permit No. NC0023124, for failure to properly
monitor Total Nitrogen in violation of the Permit
Monitoring requirements.
1 of the 1 violation of G.S. 143-215 and NPDES
44.00 Permit No. NC0023124, for failure to properly
monitor Total Phosphorus in violation of the Permit
Monitoring requirements.
119.00 TOTAL CIVIL PENALTY
$67.00 Enforcement Costs
$186.00 TOTAL AMOUNT DUE
December 2010
As of March 21, 2011, EIMS is showing unverified violations for quarterly
monitoring frequency failures for total nitrogen and total phosphorus for the
month of December 2010.

74
L "LE COPY
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins `NN De ernan
Governor Director �4,� Sec tart'
March 17, 2011 V
CERTIFIED MAIL 4
RETURN RECEIPT REQUESTED — 7010 1870 0003 0874 6086
Mr. Richard P. Foutz
GGCC Utility Inc.
P.O.Box 368
Linville, North Carolina 28646
SUBJECT: Notice of Violation and Assessment of Civil Penalty
for Violations of North Carolina General Statute (G.S.) 143-215. 1 (a)(6)
and NPDES Permit NCO023124
GGCC Utility Inc.
GGCC Utility WWTP
Case No. MV-2011-0013
Avery County
Dear Mr. Foutz:
This letter transmits a Notice of Violation and assessment of civil penalty in the amount of $186.00
($119.00 civil penalty + $67.00 enforcement costs) against GGCC Utility Inc.
This assessment is based upon the following facts: a review has been conducted of the discharge
monitoring report (DMR) submitted by GGCC Utility Inc. for the month of September 2010.
This review has shown the subject facility to be in violation of the discharge limitations and/or
monitoring requirements found in NPDES Permit NC0023124. The violations which occurred in
September 2010 are summarized in Attachment A to this letter.
Based upon the above facts, I conclude as a matter of law that GGCC Utility Inc. violated the
terms, conditions or requirements of NPDES Permit NCO023124 and G.S. 143-215. 1 (a)(6) in the
manner and extent shown in Attachment A. In accordance with the maximums established by G.S.
143-215.6A(a)(2), a civil penalty may be assessed against any person who violates the terms,
conditions or requirements of a permit required by G.S. 143-215.1(a).
Based upon the above findings of fact and conclusions of law, and in accordance with authority
provided by the Secretary of the Department of Environment and Natural Resources and the
Director of the Division of Water Quality, I, Roger C. Edwards, Division of Water Quality
Regional Supervisor for the Asheville Region, hereby make the following civil penalty assessment
against GGCC Utility Inc.:
NorthCarolina
Naturally
SURFACE WATER PROTECTION — ASHEVILLE REGIONAL OFFICE SAw
Location: 2090 U.S. Highway 70, Swannanoa, NC 28778
Phone: [phone]\FAX: [phone]\Customer Service: 1-877-623-6748
Internet: www.ncwaterguality.oro

1 of the 1 violation of G.S. 143-215.and NPDES Permit No.
$75.00 NC0023124, for failure to properly monitor Total Nitrogen in
violation of the Permit Monitoring requirements.
1 of the 1 violation of G.S. 143-215 and NPDES Permit No.
$44.00 NC0023124, for failure to properly monitor Total Phosphorus in
violation of the Permit Monitoring requirements.
$119.00 TOTAL CIVIL PENALTY
$67.00 Enforcement Costs
$ T86.00 TOTAL AMOUNT DUE
Pursuant to G.S. 143-215.6A(c), in determining the amount of the penalty I have taken into
account the Findings of Fact and Conclusions of Law and the factors set forth at G.S. 143B-
282. 1 (b), which are:
(1) The degree and extent of harm to the natural resources of the State, to the public health, or
to private property resulting from the violation;
(2) The duration and gravity of the violation; .
(3) The effect on ground or surface water quantity or quality or on air quality;
(4) The cost of rectifying the damage;
(5) The amount of money saved by noncompliance;
(6) . Whether the violation was committed willfully or intentionally;
(7) The prior record of the violator in complying or failing to comply with programs over
which the Environmental Management Commission has regulatory authority; and
(8) The cost to the State of the enforcement procedures.
Within thirty days of receipt of this notice, you must do one of the following:
Submit payment of the penalty:
Payment should be made directly to the order of the Department of Environment and Natural
Resources (do not include waiver form). Payment of the penalty will not foreclose further
enforcement action for any continuing or new violation(s). Please submit payment to the
attention of:
Point Source Compliance/Enforcement Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
OR.
2. Submit a written request for remission or mitigation including a detailed justification
for such request:
Please be aware that a request for remission is limited to consideration of the five factors listed

below as they may relate to the reasonableness of the amount of the civil penalty assessed.
Requesting remission is not the proper procedure for contesting whether the violation(s)
occurred or the accuracy of any of the factual statements contained in the civil penalty
assessment document. Because a remission request forecloses the option of an administrative
hearing, such a request must be accompanied by a waiver of your right to an administrative
hearing and a stipulation and agreement that no factual or legal issues are in dispute. Please
prepare a detailed statement that establishes why you believe the civil penalty should be
remitted, and submit it to the Division of Water Quality at the address listed below. In
determining whether a remission request will be approved, the following factors shall be
considered:
(1) whether one or more of the civil penalty assessment factors in NCGS 14313-282.1(b)
was wrongfully applied to the detriment of the petitioner;
(2) whether the violator promptly abated continuing environmental damage resulting from
the violation;
(3) whether the violation was inadvertent or a result of an accident;
(4) whether the violator had been assessed civil penalties for any previous violations; or
(5) whether payment of the civil penalty will prevent payment for the remaining necessary
remedial actions.
Please note that all evidence presented in support of your request for remission must be submitted
in writing. The Director of the Division of the Division of Water Quality will review your
evidence and inform you of his decision in the matter of your remission request. The response will
provide details regarding the case status, directions for payment, and provision for further appeal
of the penalty to the Environmental Management Commission's Committee on Civil Penalty
Remissions (Committee). Please be advised that the Committee cannot consider information that
was not part of the original remission request considered by the Director. Therefore, it is very
important that you prepare a complete and thorough statement in support of your request for
remission.
In order to request remission, you must complete and submit the enclosed "Request for Remission
of Civil Penalties, Waiver of Right to an Administrative Hearing, and Stipulation of Facts" form
within thirty (30) days of receipt of this notice. The Division of Water Quality also requests that
you complete and submit the enclosed "Justification for Remission Request." Both forms should
be submitted to the following address:
Point Source Compliance/Enforcement Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
10
3. File a petition for an administrative hearing with the Office of Administrative
Hearings:
If you wish to contest any statement in the attached assessment document you must file a petition
for an administrative hearing. You may obtain the petition form from the Office of Administrative
Hearings. You must file the petition with the Office of Administrative Hearings within thirty (30)
days of receipt of this notice. A petition is considered filed when it is received in the Office of
Administrative Hearings during normal office hours. The Office of Administrative Hearings
accepts filings Monday through Friday between the hours of 8:00 a.m. and 5:00 p.m., except for
official state holidays. The .petition may be filed by facsimile (fax) or electronic mail by an
attached file (with restrictions) - provided the signed original, one (1) copy and a filing fee (if a

filing fee is required by NCGS § 15013-23.2) is received in the Office of Administrative Hearings
within seven (7) business days following the faxed or electronic transmission. You should contact
the Office of Administrative Hearings with all questions regarding the filing fee and/or the details
of the filing process. The mailing address and telephone and fax numbers for the Office of
Administrative Hearings are as follows:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Tel: [phone]
Fax: [phone]
One (1) copy of the petition must also be served on DENR as follows:
Mary Penny Thompson, General Counsel
DENR
1601 Mail Service Center
Raleigh, NC 27699-1601
Failure to exercise one of the options above within thirty (30). days of receipt of this notice, as
evidenced by an internal date/time received stamp (not a postmark), will result in this matter being
referred to the Attorney General's Office for collection of the penalty through a civil action.
Please be advised that additional penalties may be assessed for violations that occur after the .
review period of this assessment. If you have any questions, please contact Janet Cantwell of
the Water Quality staff of the Asheville regional Office at 828-296-4500.
Sincerely,
e, Z-zv--_4�k
Roger C. Edwards, Regional Supervisor
Surface Water Protection Section
Asheville Regional Office
ATTACHMENTS
W�-:sheviltl F �l s w attaieku t t ,
Q Central Files w/ attachments
Bob.Guerra/ DWQ Enforcement Files w/ attachments
Water Quality Lab & Operations/ ORC w/ attachments
S:'•:SVI'P,A�•cn`aVast�uater',R4inorslGCiCC OdIity 23124'0%4V-201 1-001 I.doc

t
{
JUS'nFICATION FOR REMISSION REQUEST
DWQ Case Number: MV-2011-0013 County: Avery
Assessed Party: GGCC Utility/ Grandfather Golf
Permit No: NCO023124 Amount Assessed: $186.00
Please use this form when requesting remission of this civil penalty. You must also complete the
"Request For Remission, Waiver of Right to an Administrative Hearing, and Stipulation of Facts."
form to request remission of this civil penalty. You should attach any documents that you believe
support your request and are necessary for the Director to consider in evaluating your request for
remission. Please be aware that a request for remission is limited to consideration of the five factors
listed below as they may relate to the reasonableness of the amount of the civil penalty assessed.
Requesting remission is not the proper procedure for contesting whether the violation(s) occurred or
the accuracy of any of the factual statements contained in the civil penalty assessment document.
Pursuant to N.C.G.S. § 143B-282. 1 (c), remission of a civil penalty may be granted only when one or
more of the following five factors applies. Please, check each factor that you believe applies to your
case and provide a detailed explanation, including copies of supporting documents, as to why the
factor applies (attach additional pages as needed).
(a) one or more of the civil penalty assessment factors in N.C.G.S. 14313-282.1(b) were
wrongfully applied to the detriment of the petitioner (the assessment factors are listed in the civil
penalty assessment document);
(b) the violator promptly abated continuing environmental damage resulting from the
violation (i.e., explain the steps that you took to correct the violation and prevent future occurrences);
(c) the violation was inadvertent or a result of an accident (i.e., explain why the violation
was unavoidable or something you could not prevent or prepare for);
(d) the violator had not been assessed civil penalties for any previous violations;
(e) payment of the civil penalty will prevent payment for the remaining necessary remedial
actions (i.e., explain how payment of the civil penalty will prevent you from performing the activities
necessary to achieve compliance).
EXPLANATION:

STATE OF NORTH CAROLINA
COUNTY OF AVERY
IN THE MATTER OF ASSESSMENT
OF CIVIL PENALTIES AGAINST
GGCC UTILITIES, INC. / GRANDFATHER
GOLF
PERMIT NO. NCO023124
DEPARTMEN i OF ENVIRONMENT
AND NATURAL RESOURCES
WAIVER OF RIGHT TO AN
ADMINSTRATIVE HEARING AND
STIPULATION OF FACTS
FILE NO. MV-2011-0013
Having been assessed civil penalties totaling $186.00 for violation(s) as set forth in the
assessment document of the Division of Water Quality dated March 17, 2011, the undersigned,
desiring to seek remission of the civil penalty, does hereby waive the right to an administrative hearing
in the above -stated matter and does stipulate that the facts are as alleged in the assessment document.
The undersigned further understands that all evidence presented in support of remission of this civil
penalty must be submitted to the director of the Division of Water Quality within thirty (30) days of
receipt of the notice of assessment. No new evidence in support of a remission request will be allowed
after (30) days from the receipt of the notice of assessment.
This the
day of
ADDRESS
TELEPHONE
20

ATTACHMENT A
GGCC Utility Inc
CASE NUMBER: MV-2011-0013
PERMIT: NCO023124
FACILITY: GGCC Utility WWTP
COUNTY: Avery
REGION: Asheville
Monitoring Violations
MONITORING OUTFALLI
VIOLATION
UNIT OF
CALCULATED % OVER
PENALTY REPORT PPI
LOCATION PARAMETER
DATE
FREQUENCY
MEASURE LIMIT
VALUE LIMIT VIOLATION TYPE
$75.00 9-2010 001
Effluent TOTAL N - Conc
09/30/10
Quarterly
mg/I
Frequency Violation
$44.00 9-2010 001
Effluent TOTAL P - Conc
09/30/10
Quarterly
mg/l
Frequency Violation

ppp-
PPP
DIVISION OF WA 2 QUALITY - CIVIL PENALTY ASSESSMENT (FILE)
Violator: GGCC Utility Inc. / Grandfather Golf / NCO023124
( September 2010 D1IR )
County: Avery
Case Number: MV-2011-0013
ASSESSMENT FACTORS
As required by G.S. 143-214.6A(c), in determining the amount of the penalty I considered the factors
set out in G.S. 143B-282.1(b), which are:
1) The degree and extent of harm to the natural resources of the State, to the public health, or to
private property resulting from the violation;
All effluent violations may be detrimental to the receiving stream but may not be
immediately quantified.
2) The duration and gravity of the violation;
Total Nitrogen and Total Phosphorus were not monitored for the third quarter
ending September 30, 2010, in violation of the permit requirements.
3) The effect on ground or surface water quantity or quality or on air quality;
All effluent violations may be detrimental to the receiving stream but may not be
immediately quantified.
4) The cost of rectifying the damage;
The cost is unknown.
5) The amount of money saved by noncompliance;
The amount of money saved would include the cost of labor and the cost for
processing the samples.
6) Whether the violation was committed willfully or intentionally;
It does not appear to be either.
7) The prior record of the violator in complying or failing to comply with programs over which
the Environmental Management Commission has regulatory authority; and
There have been no civil penalty enforcements in the twelve months prior to
this violation.
8) The cost to the State of the enforcement procedures.
$67.00.
c 1t
Date og r Q Edwards, Regional Supervisor
Surface Water Protection Section
Asheville Regional Office
03/16/2011

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Facility Status: (Please check one of the folio
All monitoring data and sampling frequencies meet permit re
-,q"
nents
All monitoring data and sampling frequencies do NOT meet permit requirements
If the facility is noncompliant, please comment on corrective actions being taken in respect to equipment, operation, maintenance, etc., and a time table
for improvements to be made.
= All QC not met. I do not feel that the data was effected.
(� = Blank used too much D.O.
A = GGA failed
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision In accordance with a system designed
to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the persons or persons who manage the system,
or those persons directly responsible for gathering the Information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
I am aware that there are significant penalties for submitting false Information, including the possibility of fines and imprisonment for knowing violations."
Jadd Brewer
Print or
(Signature
(Date)
I
pia
P O Box 368, Linville, NC 28646 828-898-4531 1/31/2005
Permittee Address
Phone Number
Permit Exp. Date
PARAMETER CODES
00010 Temperature
00556 Oil and Grease
00950 Dissolved Flouride
01077 Silver
39516 PCPS
00065 Steam Stage
00600 Total Nitrogen
01002 Total Arsenic
01087 Total Vanadium
39941 , Roundup
00076 Turbidity
00610 Ammonia Nitrogen
01027 Cadmium
01092 Zinc
50047 Maximum Flow during
24-hr. period
00300 Dissolved Oxygen
00625 Total K)eldahl Nitrogen
01032 Hexavalent Chromium
01105 Total Aluminum
50084 Minimum flow during
24-hr. period
00310 BOD
00665 Total Phosphorous
01034 Chromium
01147 Total selenium
50050 Flow
00340 COD
00720 Cyanide
01037 Total Cobalt
31504 Total Coliform
50060 Total Residual Chlorine
00400 pH
00745 Total Sulfide
01042 Copper
31614 Fecal Coliform, MPN, Tube
71880 Formaldehyde
00500 Total Solids
00927 Total Magnesium
01045 Total Iron
31616 Fecal Coliform
71900 Mercury
00530 TSS
00929 Total Sodium
01051 Lead
32730 Total Phenolics
81318 Ferrocyanides
00545 Settleable Solids
00940 Total Chloride
01067 Nickle
38260 MBAS
85652 Time
The monthly average for fecal coliform is to be reported as a GEOMETRIC mean. Use only units designated In the reporting facility's permit for reporting data.
ORC must visit facility and document visitation of facility as requires per 15A NCAC 8A .0202 (b) (5) (B).
" If Signed by other than the permittee, delegation of signatory authority must be on file with the state per 15A NCAC-2B .0506 (b) (2) (D).

Permit Enforcement History Details by Owner
Owner: GGCC Utility Inc
Facility: GGCC Utility WWTP
Permit: NCO023124
Region: Asheville County: Avery
03/14/11
1
Case Number
MR
Penalty
Assessment Penalty
Approved Amount
Enforcemen
t Costs
Remission Enf
Request Enf Conf Remission
Damages Received Held Amount
EMC EMC OAH Collection
Hearing Remission Remission Memo Sent
Held Amount Amount to AGO
Total Paid
Balance Due
Has
Pmt
Plan
Case
Closed
LV-2005-0390
7-2005
10/06/05
$350
$100.00
$450.00
$.00
No
11/04/05
MV-2009-0003
12-2008
04/01/09
$100
$65.00
$365.00
$.00
No
04/15/01
MV-2009-0003
6-2008
04/01/09
$100
$65.00
$365.00
$.00
No
04/15/09
MV-2009-0003
9-2008
04/01/09
$100
$65.00
$365.00
$.00
No
04/15/09
MV-2011-0013
9-2010
$169
$67.00
$236.00
No
Total Cases:3
Total Penalty Amount: $819
Total Enforcement Cost: $232.00
Sum of Total Case Penalties: $1,051.00
Sum of Total Paid: $815.00 Total Balance Due: $236.00
Total Penalties after remission(s): $1,051.00

J
bWater
Quality Lab & Operations, -Inc. *--
PO Box1167, Banner Elk, NC, 28604
Phone:[phone] Fax:[phone]
Grandfather Golf & Country Club
NPDES # N00023124
Zack Platek
P.O. Box 368
Linville, NC 28646
Here is your SYSTEM PERFORMANCE ANNUAL REPORT (SPAR) along with a sample letter that you
may send to your customers if you like. You may rewrite the sample letter to say what you wish to your
customers. Please fill out the bold text in the sample letter if you wish to use it.
A copy of the SPAR has been sent to the state, so you may not modify the SPAR.
Thank you for letting us be of service to you, if you have any questions about the SPAR, feel free to call me at
[phone]. Thank you again for your time.
Sincerely,
Paul Isenhour
Laboratory Supervisor
Water Quality Lab & Operations, Inc. 14'
I
.�
h�1AR 1 7 2011 I r
'. QUALITY
lv WATGP' CCION AL OFFICE '��
7- ASH�VILLC R� ----
ig@Ole[2
D
MAR - 9 2011

2010 Sy��em Performance Annual Report
(Submitted as required by the NC General Assembly House Bill 1.1_60 Clean Water Act of 1999.)
Reporting Period:
I. General Information
• Name of regulated entity:
January 1, 2010 to December 30, 2010
Grandfather Golf and Country Club
• Responsible person: Richard P. Foutz, CFO
mailing address: PO Box 368; Linville, NC 28646
phone number: 828-898-4531
facility located at: Hwy 105 North
county: Avery
DWQ Regional Office: Asheville
• Listing of applicable permit(s): NCO023124
• Description of collection system and wastewater treatment system or process:
Deemed permitted Collection System consists of:
(Give a description of the collection system: i.e. number of connections /
building taps, total feet of _gravity sewers, total feet of force mains, total
number of pump stations. whether or not the pump stations have telemetry
or SCADA, etc.)
NCO023124 Wastewater Treatment Facilities
0.070 MGD contact stabilization package plant with: bar screen,
aeration basin with dual blowers providing diffused air; clarifier with skimmer
and sludge returns; aerobic digestor; UV disinfection; back-up tablet chlorinator;
chlorine contact chamber; back-up tablet dechlorinator; tertiary filtration; and
flow meter with totalizer.
II. System Performance Annual Summary:
A. Description.of overall 12 month performance, noting highlights and
deficiencies:
The treatment plant did very well last year. We are very pleased to report that there were no
violations for the entire year. All of the samples that were taken for the plant were under the limits set be the
State Division of Water Quality.
B. By month, list of the number and type of any violations of permit conditions,
environmental regulations or environmental laws, including (but not limited
to):
1. Permit Limit Violations (NOVs and Civil Assessments):
NONE i2e.o•-�eC�

2. Monitorii ind Reporting Violations (NOVs ar _=.ivil.Assessments)
(Illegal) Bypass of treatment facilities*
NONE --
3. Sanitary Sewer Overflows* (NOVs and Civil Assessments)
*Note estimated total monthly volumes and locations of events in which more
than 1,000 gallons of waste reached surface waters.
NONE
C. Description of any known environmental impact of violations:
NONE
D. Description of corrective measures taken to address violations or deficiencies
NONE
III. Notification
This annual report has been sent to the North Carolina Division of Water Quality and to the owner of the
wastewater system. The wastewater system owner has also been given a letter that they can easily distribute to
all their customers. The letter will inform the customers that the annual report is available upon request to the
owner of the system.
IV. Certification
A. Certified Operator in Responsible Charge:
ORC: Larry Townsend Cert. # 11841 — WW Ill
Back-up ORCs: Jadd Brewer Cert. # 10206 — WW III
Denver Eggers Cert. # 10641 — WW II
Paul Isenhour Cert. # 13154 — WW IV
Jerry Alexander Cert. # 989701 — WW IV
B. Statement by a'responsible official certifying the report is accurate and complete:
I, Jadd Brewer, certify that this report is accurate and complete, to the
best of my knowledge.
C. Signature of responsible official and date of report:
Ja rewer date

u -.Name of Wastewater SystejijLjL
NPDES# NC0000000
= address --
city, NC zip
Wastewater system customer
address
city, NC zip
SUBJECT: SYSTEM PERFORMANCE ANNUAL REPORT
Dear wastewater customer,
The SYSTEM PERFORMANCE ANNUAL REPORT (SPAR) is completed! The SPAR is a report that
lets us, the wastewater treatment provider, tell you, the user, what has been happening with our wastewater
plant in the past year (2010). In the SPAR, we give you a brief description of the treatment plant, if we had any
violations, and what was done about any violations. If you would like to have a copy of the AWTR, please call
or come by our office, and we will give one to you.
Thank you for your time and if you have any questions, feel free to call our office at 888-888-8888.

E Vlr�l E � V E
APR - 5 2010 j I�'
WATER QUALITY SECTION
ASI;EVII LE REGIONAL OFFICE
April 1, 2010
Mr. Roger C. Edwards
Regional Supervisor
Surface Water Protection Section
NCDENR
Division of Water Quality
2090 U.S. Hwy. 70
Swannanoa, NC 28778
Subject: Notice of Violation -P M R
NOV-2010-MV-0021
Permit No. NCO023124
GGCC Utility W�P
Avery County
Dear Mr. Edwards:
This is in response to your letter of inquiry dated March 23, 2010 regarding the above
referenced violation.
Attached is an explanation of this violation as provided by our third party operations
manager, Jadd Brewer, with Water Quality Land and Operations, Inc. I understand from
Mr. Brewer that his response has been sent directly to your office. Per Mr. Brewer's
explanation, this violation was the result of an administrative oversight by Water Quality
Lab and Operations, which has been corrected.
I have personally expressed my concern to Mr. Brewer regarding this oversight and my
expectation that his company take corrective action so that the error does not occur again.
If you have any questions, please let me know.
Respectfully submitted,
Richard P. Foutz .
CFO...
Enclosure: Letter from Water Quality Lab and Operations — April 1, 2010
P.O. Box 368, Linville, North Carolina 28646
[phone]

V
water Quality Lab and Operations, inc.
P.O. Box 1167
Banner Elk, NC 28604
Phone [phone] Fax [phone];, _.
April 1, 2010
Mr. Roger Edwards, Regional Supervisor
2090 U.S. Highway 70
Swannanoa, N.C. 28778
Phone [phone]
Fax [phone]
Dear Mr. Edwards,
EVE
6
APR - 5 2010
t
t
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
J
GGCC WWTP received a violation letter on March 23, 2010. The now was
ocumented in the operator's log book. The flow was not transferred over to
the DMR. The information has been transferred and an amended DMR has
been reissued. If you have any questions concerning this matter, please feel
free to contact myself, Jadd Brewer, at Water Quality Lab. and Operations
828-898-6277.
Thank you for your time and consideration on this matter.
Sincerely,
dd Brewer
Operations Manager

91�11e4--
Water Quality Lab 8z Operations, Inc.
PO Box 1167, Banner Elk, NC, 28604
Phone:[phone] Fax:[phone]
Grandfather Golf & Country Club
NPDES # IVkCOQ2.3124
Zack Platek
P.O. Box 368
Linville,. NC 28646
Here is your ANNUAL WASTEWATER TREATMENT REPORT (AWTR) along with
a sample letter that you may send to your customers if you like. You may rewrite the
sample letter to say what you wish to your customers. Please fill out the bold text in the
sample letter if you wish to use it.
A copy of the AWTR has been sent to the state, so you may not modify the AWTR.
Thank you for letting us be of service to you, if you have any questions about the AWTR,
feel free to call me at [phone]. Thank you again for your time.
Sincerely,
m 1
Paul Isenhour
Laboratory Supervisor
Water Quality Lab & Operations, Inc.
,ems
�L 1
r;
wt
- MAR 262010
j'rASSHE-v
P�1FJT SrrU. �j`y-txllAW-y
PR 1 6 2010
R QUALITY SECTION
LLE REGIC\A.L 0f

Annual Wastewater Treatment Plant Report
Grandfather Golf & Country Club
NPDES #: NCO023124
Date: 3/3/10
We are pleased to present to you this year's Annual Wastewater Treatment Plant Report.
This report is designed to inform you about the quality of the wastewater we discharge to
the receiving- waters every day. Our -constant goal is to protect the environmental waters
of North Carolina. We want you to understand the efforts we make to continually
improve the wastewater treatment process and protect our water resources. We are
committed to ensuring the quality of the receiving waters that we discharge to.
If you have any questions about this report or concerning your wastewater utility, please
contact Paul Isenhour at [phone]. We want our valued customers to be informed
about their wastewater utility.
Let us first take this opportunity to give you a brief description of a Wastewater
Treatment Plant. The waters that go down the drain, follow many different pipes, and
ends up at the treatment plant. The wastewater goes through a bar screen that stops large
particles that are present (i.e., rags and papers). The water then goes to an aeration basin
where air is pumped into the water. This air supplies oxygen to bacteria that feed on the
solids that are in the water. The water then goes to the clarifier where the solids settle out.
The solids are pumped back to the aeration basin to give the bacteria a second chance to
feed. When there are too many solids in the plant, some of the solids are pumped to a
digester tank. In the digester, the bacteria have more time to feed on and reduce the
solids' volume. When the digester gets full, the solids are pumped from the tank and
taken to a larger facility. The clear water from the clarifier then goes to a tank for
disinfection. The two most prominent ways to disinfect the wastewater are chlorine and
ultraviolet light. Chlorine can be used as a gas or in solid tablet form. When chlorine is
used, there is generally a dechlorinating agent use to remove any excess chlorine from the
wastewater before it goes to the receiving water. When ultraviolet light (UV) is used, the
wastewater flows around the UV bulbs. Bacteria can not live when exposed. to UV light,
so as the water passes the UV bulbs, the water in disinfected. Finally, after disinfection,
the treated wastewater goes into the receiving waters.

PERFORMANCE
The treatment plant did very well last year. We had no violations.
NOTIFICATION
This annual report has been sent to the North Carolina Division of Water Quality and to
the owner of the wastewater system. The wastewater system owner has also been given a
letter that they can easily distribute to all their customers. The letter will inform the
customers that the annual report is available upon request to the owner of the system.
CERTIFICATION
I certify under penalty of law that this report is complete and accurate to the best of my
knowledge. I further certify that this report has been made available to the users or
customers of the named system and that those users have been notified of its availability
as per the NOTIFICATION section above.
".JA�,
Paul Isenhour Date
Laboratory Supervisor
Water Quality Lab & Operations, Inc.
0

44
FA
I L
NC®ENit _ F
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
March 23, 2010
Mr. -Richard P. Foutz
GGCC Utility Inc.
P.O. Box 368
Linville, North Carolina 28646
Subject: NOTICE OF VIOLATION
NOV-2010-MV-0025
Permit No. NCO023124
GGCC Utility WWTP
Avery County
Dear Mr. Foutz:
Dee Freeman
Secretary
A review of GGCC Utility WWTP's monitoring report for October 2009 showed the following violation:
Parameter
Date
Measuring
Frequency
Violation
Continuous Flow
10/31/09
Continuous
Failure to Monitor
It was also noted that the Compliance box on the back of the DMR was marked "Compliant" when in fact it should
have been marked "Non -Compliant" with an explanation of the reason for the non-compliance.
Remedial actions should be taken to correct this problem. The Division of Water Quality may pursue enforcement
action for this and any additional violations of State law. To prevent further action, carefully review these violations and
deficiencies and respond in writing to this office within 10 (ten) working days of receipt of this letter. You should address
the causes of non-compliance and all actions taken to prevent the recurrence of similar situations.
If you should have any questions, please do not hesitate to contact Janet Cantwell at 8281296-4500.
Sincerely,
Roger C. Edwards, Regional Supervisor
Surface Water Protection Section
e�c``�DWQ-Ash.eville,,Fij_e.s ,
DWQ Central Files
Water Quality Lab & Operations/ ORC
;7i�' ,P; I l• ? (' Sh ,'_11✓ � '� ` ni) _ '� Z- One
,: ,;V. ;2 _•tr i�as�ev <fer•l�.�rj�ssl:;.� .., ttiiiiy 2;>?2=i. '-7_�1�-.v;L-�. .,.:3-2 'it?.doc North Carolina
Naturally
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, N.C. 28778 Phone[phone] Customer Service
Internet: www.ncwaterguality.org FAX [phone]

NC®EMI& 70YA, plC y
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
September 16, 2009
Mr. Richard P. Foutz
GGCC Utility Inc.
P.O. Box 368
Linville, North Carolina 28646
SUBJECT: Compliance Evaluation Inspection
Status: Compliant
GGCC Utility WWTP
Permit No: NCO023124
Avery County
Dear Mr. Foutz:
Enclosed please find a copy of the Compliance Evaluation Inspection form from
the inspection conducted on August 27, 2009. The facility appeared to be in compliance
with permit NC0023124. The kind assistance of Mr. Larry Townsend during the
inspection was greatly appreciated. He is doing a good job of operating this facility.
It was noted during the inspection that this facility is beginning to show some age
and provisions for upgrading the plant in the future should be considered.
Please refer to the enclosed inspection report for additional observations and
comments. If you or your staff have any questions, please call me at 828-296-4500, Ext.
4667.
Sincerely,
et Cantwell
Environmental Specialist
Enclosure
c ,., Q'° evii_Ie- iilleess
DWQ Central Files
Water Quality Lab & Operations/ ORC
G:\WPDATA\DEMWQ\Avery\23124 GGCC Utility\--WRL2110.tmp
SURFACE WATER PROTECTION —ASHEVILLE REGIONAL OFFICE
Location: 2090 U.S. Highway 70, Swannanoa, NC 28778 One
Phone: [phone]\FAX: [phone]\Customer Service: 1-877-623-6748 NorthCarolina
Internet: www.ncwatergualitV.org )Vatura!!y

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 I NI 2 111 12I 117 18I CI 920�IIi I I I
Remarks
21111111II I I I I I I I I I I I I I I I I I I I I IIIIIIII IIIIIIIIIII"
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA ------- ------- Reserved--------------
67I 169 701 I 711 I 721 NJ 73 LLJ 74 751 I I I I I I 180
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
GGCC Utility WWTP
11:30 AM 09/08/27
05/05/01
Exit Time/Date
Permit Expiration Date
NC Hwy 105
Linville NC 28646
12:10 AM 09/08/27
10/01/31
Name(s) of Onsite Rep resentative(s)fritles(s)/Phone and Fax Number(s)
Other Facility Data
Larry E Townsend/ORC/704-898-9212/
Name, Address of Responsible Official/Title/Phone and Fax Number
Richard P Foutz,PO Box 368 Linville NC 28646//828-898-4531/ Contacted
yes
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit E Flow Measurement. Operations & Maintenance ! Records/Reports
Self -Monitoring Program N Facility Site Review Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Dat
Janet Cantwell ARO WQ//828-296-4500 Ext.4667/ ���/
Keith Haynes ARO WQ//828-296-4500/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
946� /'17
1 o
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type
3I NCO023124 I11 12I 09/08/27 117 18ICI
(cont.) 1
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Larry Townsend/ ORC and Keith Haynes of this office assisted in the inspection of this facility.
The previous compliance evaluation inspection was conducted on June 27, 2007 by Wanda Frazier.
The permit will expire January 31, 2010. Your renewal application was received in Raleigh on 7/30/2009.
Only one side of the plant was in operation during the inspection. It would be advisable to operate both
sides of the plant.
Tertiary filtration is listed as a component of the WWTP. The operator stated that tertiary filtration has not
been used in 20 years.
Chlorine disinfection and Declorination are listed as backup on the permit as part of the components of the
WWTP. The operator stated that Ultra Violet disinfection has been used for 8-10 years.
The flowmeter was calibrated 8/18/2009.
The Annual Performance Report has been filed for the year.
Sludge should be pumped from the clarifier.
Some grating over the basins has rusted and should be replaced for the safety of the operator.
It is evident from the inspection that this facility is getting some age on it and provisions for
upgrading the plant in the future should be considered.
Page # 2

Permit: NCO023124 Owner - Facility: GGCC Utility WWTP
Inspection Date: 08/27/2009 Inspection Type: Compliance Evaluation
Permit Yes No NA NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application? ■ n n n
Is the facility as described in the permit? n ■ n n
# Are there any special conditions for the permit? n ■ n n
Is access to the plant site restricted to the general public? ■ n n n
Is the inspector granted access to all areas for inspection? ■ n n n
Comment: The permit will expire January 31, 2010. Your renewal application was
received in Raleigh on 7/30/2009.
Tertiary filtration is listed as a component of the VW TP. The operator stated that
tertiary filtration has not been used in 20 years.
Only one side of the plant was in operation during the inspection. It would be advisable
to operate both sides of the plant.
Operations & Maintenance Yes
No
NA
NE
Is the plant generally clean with acceptable housekeeping? ■
n
n
n
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge ■
n
n
n
Judge, and other that are applicable?
Comment: Some grating over the basins has rusted and should be replaced for the
safety of the operator.
Record Keeping Yes
No
NA
NE
Are records kept and maintained as required by the permit? ■
n
n
n
Is all required information readily available, complete and current? ■
n
n
n
Are all records maintained for 3 years (lab. reg. required 5 years)? n n n ■
Are analytical results consistent with data reported on DMRs? n n n ■
Is the chain -of -custody complete? ❑ ❑ n ■
Dates, times and location of sampling
n
Name of individual performing the sampling
Results of analysis and calibration
❑
Dates of analysis
n
Name of person performing analyses
n
Transported COCs
n
Are DMRs complete: do they include all permit parameters? ■ n n n
Has the facility submitted its annual compliance report to users and DWQ? ■ n n n
(If the facility is = or > 5 MGD permitted flow) Do they operate 24/7 with a certified operator on each shift? ❑ n ■ n
Page # 3

Permit: NCO023124 Owner - Facility: GGCC UtilityWWrP
Inspection Date: 08/27/2009 Inspection Type: Compliance Evaluation
Record Keeping
Yes No
NA
NE
Is the ORC visitation log available and current?
■ n
n
n
Is the ORC certified at grade equal to or higher than the facility classification?
■ n
n
n
Is the backup operator certified at one grade less or greater than the facility classification?
■ n
n
n
Is a copy of the current NPDES permit available on site?
■ n
n
n
Facility has copy of previous year's Annual Report on file for review?
■ n
n
n
Comment:
Flow Measurement - Influent
Yes No
NA
NE
# Is flow meter used for reporting?
■ n
n
n
Is flow meter calibrated annually?
■ n
n
❑
Is the flow meter operational?
■ n
n
n
(If units are separated) Does the chart recorder match the flow meter?
n n
n
■
Comment: The flowmeter was calibrated 8/18/2009.
Aeration Basins
Yes No
NA
NE
Mode of operation
Ext. Air
Type of aeration system
Diffused
Is the basin free of dead spots?
■ n
n
n
Are surface aerators and mixers operational?
n n
■
n
Are the diffusers operational?
■ n
n
n
Is the foam the proper color for the treatment process?
■ n
n
n
Does the foam cover less than 25% of the basin's surface?
■ n
n
n
Is the DO level acceptable?
n n
❑
■
Is the DO level acceptable?(1.0 to 3.0 mg/1)
n F1
n
■
Comment:
Secondary Clarifier
Yes No
NA
NE
Is the clarifier free of black and odorous wastewater?
■ n
n
n
Is the site free of excessive buildup of solids in center well of circular clarifier?
n n
■
n
Are weirs level?
■ n
n
n
Is the site free of weir blockage?
■
Is the site free of evidence of short-circuiting?
■ n
❑
n
Is scum removal adequate?
■ n
n
n
Page # 4

Permit: NCO023124 Owner - Facility: GGCC Utility VVWi'P
Inspection Date: 08/27/2009 Inspection Type: Compliance Evaluation
Secondary Clarifier
Yes
No
NA
NE
Is the site free of excessive floating sludge?
■
❑
❑
❑
Is the drive unit operational?
❑
❑
■
❑
Is the return rate acceptable (low turbulence)?
■
❑
❑
❑
Is the overflow clear of excessive solids/pin floc?
■
❑
❑
❑
Is the sludge blanket level acceptable? (Approximately Y. of the sidewall depth)
n
n
n
■
Comment: Sludge needs to be pumped.
Disinfection - UV
Yes
No
NA
NE
Are extra UV bulbs available on site?
■
n
n
n
Are UV bulbs clean?
■
n
n
n
Is UV intensity adequate?
❑
❑
n
■
Is transmittance at or above designed level?
n
n
n
■
Is there a backup system on site?
■
n
n
n
Is effluent clear and free of solids?
■
❑
❑
❑
Comment: The operator stated that the bulbs are cleaned every month or so and extra
bulbs are maintained on site.
Chlorine disinfection and Declorination are listed as backup on the permit as part of the
components of the VWVfP. The operator stated that Ultra Violet disinfection has been
used for 8-10 years.
Effluent Pipe Yes No NA NE
Is right of way to the outfall properly maintained? ■ ❑ n n
Are the receiving water free of foam other than trace amounts and other debris? ■ n n n
If effluent (diffuser pipes are required) are they operating properly? n n ■ ❑
Comment:
Page # 5

gym®
�v q
MCDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
April 6, 2009
t—T ,
L_. L C ?�
Natural Resources
Dee Freeman
Secretary
CERTIFIED MAIL
RETURN RECEIPT REQUESTED — 7007 1490 0004 0713 9233
Mr. Richard P. Foutz
Grandfather Golf Country Club Utility Inc.
P.O. Box 368
Linville, North Carolina 28646
SUBJECT: Notice of Violation and Assessment of Civil Penalty
for Violations of North Carolina General Statute (G.S.) 143-215.1(a)(6)
and NPDES Permit NCO023124
GGCC Utility Inc.
GGCC Utility WWTP
Case No. MV-2009-0003
Avery County
Dear Mr. Foutz:
This letter transmits a Notice of Violation and assessment of civil penalty in the amount of $365.00
($300.00 civil penalty + $65.00 enforcement costs) against GGCC Utility Inc.
This assessment is based upon the following facts: a review has been conducted of the discharge`
monitoring reports (DMRs) submitted by GGCC Utility Inc. for the quarters ending June 2008,
September 2008 and December 2008. This review has shown the subject facility to be in violation
of the discharge limitations and/or monitoring requirements found in NPDES Permit NC0023124. `
The violations which occurred in June, September and December 2008 are summarized in
Attachment A to this letter.
Based upon the above facts, I conclude as a matter of law that GGCC Utility Inc. violated the
tennis, conditions or requirements of NPDES Permit TINC0023124 and G.S. 143-215.1(a)(6) in the
manner and extent shown in Attachment A. In accordance with the maximums established by G.S.
143-215.6A(a)(2), a civil penalty may be assessed against any person who violates the terms,
conditions or requirements of a permit required by G.S. 143-215.1(a).
Based upon the above findings of fact and conclusions of law, and in accordance with authority
provided by the Secretary of the Department of Environment and Natural Resources and the
Director of the Division of Water Quality, I, Roger C. Edwards, Division of Water Quality
Regional Supervisor for the Asheville Region, hereby make the following civil penalty assessment
against GGCC Utility Inc.:
SURFACE WATER PROTECTION —ASHEVILLE REGIONAL OFFICE
Location: 2090 U.S. Highway 70, Swannanoa, NC 28778
Phone: [phone]\FAX: [phone]\Customer Service: 1-877-623-6748
Internet: www.ncwaterquaIity.org

$150.00 Foi —f the 3 failures to properly monitor Tk,., AL NITROGEN in
violation of NPDES Permit No. NC0023124.
$150.00 For 3 of the 3 failures to properly monitor TOTAL PHOSPHORUS
in violation of NPDES Permit No. NC0023124.
$300.00 TOTAL CIVIL PENALTY
$65.00 Enforcement Costs
$365.00 TOTAL AMOUNT DUE
Pursuant to.G.S. 143-215.6A(c), in determining the amount of the penalty I have taken into
account the Findings of Fact and Conclusions of Law and the factors set forth at G.S. 143B-
282.1(b), which are:
(1) The degree and extent of harm to the natural resources of the State, to the public health, or
to private property resulting from the violation;
(2) The duration and gravity of the violation;
(3) The effect on ground or surface water quantity or quality or on air quality;
(4) The cost of rectifying the damage;
(5) The amount of money saved by noncompliance;
(6) Whether the violation was committed willfully or intentionally;
(7) The prior record of the violator in complying or failing to comply with programs over
which the Environmental Management Commission has regulatory authority; and
(8) The cost to the State of the enforcement procedures.
Within thirty days of receipt of this notice, you must do one of the following:
1. Submit payment of the penalty:
Payment should be made directly to the order of the Department of Environment and Natural
Resources (do not include waiver form). Payment of the penalty will not foreclose further
enforcement action for any continuing or new violation(s). Please submit payment to the
attention of:
Point Source Compliance/Enforcement Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
OR
2. Submit a written request for remission or mitigation including a detailed justification
for such request:
Please be aware that a request for remission is limited to consideration of the five factors listed
below as they may relate to the reasonableness of the amount of the civil penalty assessed.
Requesting remission is not the proper procedure for contesting whether the violation(s)
occurred or the accuracy of any of the factual statements contained in the civil penalty
assessment document. Because a remission request forecloses the option of an administrative
hearing, such a request must be accompanied by a waiver of your right to an administrative
hearing and a stipulation and agreement that no factual or legal issues are in dispute. Please
prepare a detailed statement that establishes why you believe the civil penalty should be

remitted, and submit it to tl'r_ _ ivision of Water Quality at the addres- __-ted below. In
determining whether a remission request will be approved, the following factors shall be
considered:
(1) whether one or more of the civil penalty assessment factors in NCGS 14313-282.1(b)
was wrongfully applied to the detriment of the petitioner;
(2) whether the violator promptly abated continuing environmental damage resulting from
the violation;
(3) whether the violation was inadvertent or a result of an accident;
(4) whether the violator had been assessed civil penalties for any previous violations; or
(5) whether payment of the civil penalty will prevent payment for the remaining necessary
remedial actions.
Please note that. all evidence presented in support of your request for remission must be submitted
in writing. The Director of the Division of the Division of Water Quality will review your
evidence and inform you of his decision in the matter of your remission request. The response will
provide details regarding the case status, directions for payment, and provision for further appeal
of the penalty to the Environmental Management Commission's Committee on Civil Penalty
Remissions (Committee). Please be advised that the Committee cannot consider information that
was not part of the original remission request considered by the Director. Therefore, it is very
important that you prepare a complete and thorough statement in support of your request for
remission.
In order to request remission, you must complete and submit the enclosed "Request for Remission
of Civil Penalties, Waiver of Right to an Administrative Hearing, and Stipulation of Facts" form
within thirty (30) days of receipt of this notice. The Division of Water Quality also requests that
you complete and submit the enclosed "Justification for Remission Request." Both forms should
be submitted to the following address:
Point Source Compliance/Enforcement Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617

.A c
3. File a petition for an administrative hearing with the Office of Administrative Hearings:
If you wish to contest any statement in the attached assessment document you must file a petition
for an administrative hearing. You may'obtain the petition form from the Office of Administrative
Hearings. You must file the petition with the Office of Administrative Hearings within thirty (30)
days of receipt of this notice. A petition is considered filed when it is received in the Office of
Administrative Hearings during normal office hours. The Office of Administrative Hearings
accepts filings Monday through Friday between the hours of 8:00 a.m, and 5:00 p.m., except for
official state holidays. The original and one (1) copy of the petition must be filed with the Office
of Administrative Hearings. The petition may be faxed - provided the original and one copy of the
document is received in the Office of Administrative Hearings within -five (5) business days
following the faxed transmission. The mailing address for the Office of Administrative Hearings
is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, North Carolina 27699-6714
Telephone [phone] Facsimile: [phone]
and
Mail or hand -deliver a copy of the petition to
General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, North Carolina 27699-1601
Please indicate the case number (as found on page one of this letter) on the petition.
Failure to exercise one of the options above within thirty (30) days of receipt of this letter, as
evidenced by an internal date/time received stamp (not a postmark), will result in this matter being
referred to the Attorney General's Office for collection of the penalty through a civil action. Please
be advised that additional penalties may be assessed for violations that occur after the review
period of this assessment. If you have any questions, please contact Janet Cantwell of the Water
Quality staff of the Asheville Regional Office at 828-296-4500.
Sincerely,
Roger L. Edwards, Regional Supervisor
Surface Water Protection Section
Asheville Regional Office
ATTACHMENTS
c 4ft Asheville —husunwT
DWQ Central Files w/ attachments
Bob Guerra/ Enforcement Files w/ attachments
Water Quality Lab/ ORC w/ attachments
GAWPDATA\DEMWQ\Avery\23124 GGCC Utility\23124 MV-2009-0003.doc

JUS'_ __ ICATION FOR REMISSION REQ —_3T
DWQ Case Number: MV-2009-0003 County: Avery
Assessed Party: Grandfather Golf Country Club
Permit No: NCO023124 Amount Assessed: $365.00
Please use this form when requesting remission of this civil penalty. You must also complete the
"Request For Remission, Waiver of Right to an Administrative Hearing, and Stipulation of Facts "
form to request remission of this civil penalty. You should attach any documents that you believe
support your request and are necessary for the Director to consider in evaluating your request for
remission. Please be aware that a request for remission is limited to consideration of the five factors
listed below as they may relate to the reasonableness of the amount of the civil penalty assessed.
Requesting remission is not the proper procedure for contesting whether the violation(s) occurred or
the accuracy of any of the factual statements contained in the civil penalty assessment document.
Pursuant to N.C.G.S. § 14313-282. 1 (c), remission of a civil penalty may be granted only when one or
more of the following five factors applies. Please check each factor that you believe applies to your
case and provide a detailed explanation, including copies of supporting documents, as to why the
factor applies (attach additional pages as needed).
(a) one or more of the civil penalty assessment factors in N.C.G.S. 14313-282. 1 (b) were
wrongfully applied to the detriment of the petitioner (the assessment factors are listed in the civil
penalty assessment document);
(b) the violator promptly abated continuing environmental damage resulting from the
violation (i.e., explain the steps that you took to correct the violation and prevent future occurrences);
(c) the violation was inadvertent or a result of an accident (i.e., explain why the violation
was unavoidable or something you could not prevent or prepare for);
(d) the violator had not been assessed civil penalties for any previous violations;
(e) payment of the civil penalty will prevent payment for the remaining necessary remedial
actions (i.e., explain how payment of the civil penalty will prevent you from performing the activities
necessary to achieve compliance).
EXPLANATION:

STATE OF NORTH CAROL]
DEPARTM F OF ENVIRONMENT
AND NATURAL RESOURCES
COUNTY OF AVERY
IN THE MATTER OF ASSESSMENT
OF CIVIL PENALTIES AGAINST
GRANDFATHER GOLF COUNTRY CLUB
PERMIT NO. NCO023124
WAIVER OF RIGHT TO AN
ADMINSTRATIVE HEARING AND
STIPULATION OF FACTS
FILE NO. MV-2009-0003
Having been assessed civil penalties totaling $365.00 for violation(s) as set forth in the
assessment document of the Division of Water Quality dated April 6, 2009, the undersigned, desiring
to seek remission of the civil penalty, does hereby waive the right to an administrative hearing in the
above -stated matter and does stipulate that the facts are as alleged in the assessment document. The
undersigned further understands that all evidence presented in support of remission of this civil
penalty must be submitted to the director of the Division of Water Quality within thirty (30) days of
receipt of the notice of assessment. No new evidence in support of a remission request will be allowed
after (30) days from the receipt of the notice of assessment.
This the
day of
ADDRESS
TELEPHONE
SIGNATURE
20

ATTACHMENT A
GGCC Utility Inc
CASE NUMBER: MV-2009-0003
PERMIT: NCO023124
FACILITY: GGCC Utility WWTP
COUNTY: Avery
REGION: Asheville
Monitoring Violations
MONITORING OUTFALU
VIOLATION
UNIT OF
CALCULATED % OVER
PENALTY REPORT
PPI
LOCATION
PARAMETER
DATE
FREQUENCY
MEASURE LIMIT
VALUE LIMIT VIOLATION TYPE
$50.00 6-2008
001
Effluent
PHOS-TOT
06/30/08
Quarterly
mg/I
Frequency Violation
$50.00 9-2008
001
Effluent
PHOS-TOT
09/30/08
Quarterly
mg/I
Frequency Violation
$50.00 12-2008
001
Effluent
PHOS-TOT
12/31/08
Quarterly
mg/I
Frequency Violation
$50.00 6-2008
001
Effluent
TOTAL N
06130/08
Quarterly
mg/I
Frequency Violation
$50.00 9-2008
001
Effluent
TOTAL N
09/30/08
Quarterly
mg/I
Frequency Violation
$50.00 12-2008
001
Effluent
TOTAL N
12/31/08
Quarterly
mg/1
Frequency Violation

NPDES PERMIT No. NC
FACILITY NAME G
OPERATOR IN RESPONSIPLE.(
CERTIFIED LABORATORIES (1)
CHECK BOX IF O,R,.C,HAS CHAP
Mail ORIGINAL,6nd ONE COPY
ATTN: CENTRAL FILES
DIVISli6'NI-6F,IiVA-'t'E'�b, �U4LITY
1617 MAI U SERYIC , k,CENTER-,:,
RALEIGH. 9C. 2i 767
EFFLUENT
1231 DISCHARGE NO. 001% )NTH DECEMBER YEAR 2006
idf4hbr�polf COUNTY Avery
CLASS
ARGE-.- , (OR'iD) Larry Townsend GRADE @oi PHONE 66-6277
later*"QualityLab & Operations, Inc.
P
PERSON(S) COLLECTING SAMPLES Larry Townsend
/- -,?-/ c -) C/�'
"-(SIGN URE OqOPERATOR IN RESPONSIBLE CHARGE) (DATE)
BY THIS SIGNA�URE, I CERTIFY THAT THIS REPORT IS
,ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE
D
A
T
E
0
P A
R
E
R
R
A
11
T
A
0
L
R
TIME
2400
0
P
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0
R
TIME
ON
I SITE
0
ltR
C
0
N
S
I
T
E
OQO.JjO'
7- -1'117e
00400
"�O
.50060
00310
00610
00530
31616
00300
00600
00665
00076
00095
00556
Lov,
, � T
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HRS
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YIN
MGD
C
UNIT
UGIL
MGIL
MGIL
MGIL
cfu/100ML
MGIL
IVIGIL
MG/L
NTU
umhos/cm
MGIL
1
1 1120
0.5
Y
0.043
10
6.9
UV
2
1120
0.5
y
0.040
uv
3.4
< 0.10
3
16
1
1300
0.5
Y
0.042
uv
4
840
0.51
Y
0.041
uv
5
1200
0.6
Y
0.0401
uv
6
0.042
uv
7
0.042
uv
8
1120
0.5
Y
0.042
9
6.8
UV
9
1120
0.5
y
0.040
UV
I
< 0.101
11
10
1000
0.5
Y
0.038
uv
11
1130
0.5
Y
0.037
uv
12
745
0.5
y
0.039
uv
13
0.041
UV
14
0.041
uv
15
1120
0.5
Y
0.041
9
6.7
uv
16
1120
0.5
y
0.040
uv
2.0
< 0.10
25
< 1
17
1430
0.5
Y
0.038
uv
18
1400
0.5
y
0.039
uv
19
900
0.5
y
0.038
uv
20
0.040
uv
21
0.040
uv
22
1120
0.5
Y
0.040
9
6.8
UV
23
1120
0.51
Y
0.042
uv
7.91
1.50
13
< 1
24
HOLIDAY
0.045
uv
25
HOLIDAY
0.045
uv
26
HOLIDAY
0.045
uv
27
0.045
uv
28
0.045
uv
I
29
1120
0.5
y
0.0451
9
6.8
UV
30
1120
0.5
Y
0042
uv
6.2
2.20
61
71
L 1300
0.5
y
0!0401
1UV
T
_31
AVERAGE
0.041
9
uv
4.3
0.80
12
3
1 #DIV/01
I #DIV/O!
MAXIMUM
0.045
10
6.9
uv
7.9
2.20
25
16
i 0.001
0.00
MINIMUM
0.037
9
6.7
uv
2.0
0.10
3
1
0
C-010P, (C)l GRAF (C-? G
. G.
G
r
G
G
G
G
G
I
-
1 Uv
30145
9.00
i 30/45
i 2001400
N113 1,11nit Nov. - March 27 mg(L
rx/
-rkt

Facility Status: (Please check one of the fol I)
All monitoring data and sampling frequencies meet permit requirements u
All monitoring data and sampling frequencies do NOT meet permit requirements
If the facility is noncompliant, please comment on corrective actions being taken in respect to equipment, operation, maintenance, etc., and a time table
for improvements to be made.
= All QC not met. 1 do not feel that the data was effected.
= Blank used too much D.O.
# = Seed failed
^ = GGA failed
" I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed
to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the persons or persons who manage the system,
or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
Jadd Brewer
of Permittee)- (Date)
P O Box 368, Linville, NC 28646 828-898-4531 1/31/2005
Permittee Address
Phone Number
Permit Exp. Date
PARAMETER CODES
00010 Temperature
00556 Oil and Grease
00950 Dissolved Flouride
01077 Silver
39516 PCPS
00065 Steam Stage
00600 Total Nitrogen
01002 Total Arsenic
01087 Total Vanadium
39941 Roundup
00076 Turbidity
00610 Ammonia Nitrogen
01027 Cadmium
01092 Zinc
50047 Maximum Flow during
24-hr. period
00300 Dissolved Oxygen
00626 Total Kjeldahl Nitrogen
01032 Hexavalent Chromium
01106 Total Aluminum
50084 Minimum flow during
24-hr. period
00310 BOD
00665 Total Phosphorous
01034 Chromium
01147 Total selenium
50050 Flow
00340 COD
0072O Cyanide
01037 Total Cobalt
31604 Total Coliform
50060 Total Residual Chlorine
00400 pH
00745 Total Sulfide
01042 Copper
31614 Fecal Coliform, MPN, Tube
71880 Formaldehyde
00500 Total Solids
00927 Total Magnesium
01045 Total Iron
31616 Fecal Coliform
71900 Mercury
00530 TSS 100929
Total Sodium
01051 Lead
32730 Total Phenolics
81318 Ferrocyanides
00545 Settleable Solids
00940 Total Chloride
01067 Nickle
38260 MBAS
85652 Time
The monthly average for fecal coliform is to be reported as a GEOMETRIC mean. Use only units designated in the reporting facility's permit for reporting data.
ORC must visit facility and document visitation of facility as requires per 15A NCAC 8A .0202 (b) (5) (B).
— If Signed by other than the permittee, delegation of signatory authority must be on file with the state per 15A NCAC 213 .0506 (b) (2) (D).

t
DIVISION OF WA'I;c,n QUALITY - CIVIL PENALTY ASSE6aiv1ENT (FILE)
Violator: GGCC Utility Inc./ NCO023124
County: Avery
Case Number: MV-2009-0003
ASSESSMENT FACTORS
As .required by G.S. 143-214.6A(c), in determining the amount of the penalty I considered the factors
set out in G.S. 143B-282.1(b), which are:
1) The degree and extent of harm to the natural resources of the State, to the public health, or to
private property resulting from the violation;
All effluent violations are detrimental to the receiving stream.
2) The duration and gravity of the violation;
Total Nitrogen and Total Phosphorus, which are required to be sampled quarterly by the NPDES
permit, were not sampled for the second, third and fourth quarter of 2008.
3) The effect on ground or surface water quantity or quality or on air quality;
All effluent violations are detrimental to the receiving stream.
4) The cost of rectifying the damage;
The cost is unknown.
5) The amount of money saved by noncompliance;
The amount of money saved includes the cost of sampling TN & TP for the last three quarters
of 2008 (for the quarters ending June '08, September '08 and December '08).
6) Whether the violation was committed willfully or intentionally;
The violation does not appear to be willful or intentional.
7) The prior record of the violator in complying or failing to comply with programs over which
the Environmental Management Commission has regulatory authority; and
There have not been any previous assessments in the past twelve months.
8) The cost to the State of the enforcement procedures.
$65.00.
Date o'9 erOC. Edwards, Regional Supervisor
Surface Water Protection Section
Asheville Regional Office

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
April 15, 2009
RICHARD P FOUTZ
GGCC UTILITY INC
PO BOX 368
LINVILLE NC 28646
:-- SUBJECT: Payment Acknowledgment
Civil Penalty Assessment
GGCC Utility WWTP.
Permit Number: NCO023124
Case Number: MV-2009-0003
Avery County
Dear Mr. Foutz:
jib l� Ai 2 4 2009 1_.:'
i
Sir
_1_- - IGN
This letter is to acknowledge receipt of check number 000661 in the amount of $365.00 received from you
dated April 8, 2009. This payment satisfies in full the above civil assessment levied against the subject facility,
and this case has been closed. Payment of this penalty in no way precludes future action by this Division for
additional violations of the applicable Statutes, Regulations, or Permits.
If you have any questions, please call Bob Guerra at 919-807-6387.
Sincerely,
Jovonah Weeden
cc: Central Files
DWQ0sh�illll �;ffice Supervisor
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 One
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 NorthCarolina
Internet: vvww.ncwaterquality.org ������� /��,
An Equal Opportunity l Affirmative Action Employer j y

�. Wafer Quality L-ab & Operatio115, Inc.
PO Box 1167, Banner Elk, NC, 28604
Pbone:828-898-6277 Fax:[phone]
Grandfather Golf & Country Club
N P D E S # N@0822x 9 22�41
Richard Foutz
P.O. Box 368
Linville, NC 28646
Here is your ANNUAL WASTEWATER TREATMENT REPORT (AWTR) along with
a sample letter that you may send to your customers if you like. You may rewrite the
sample letter to say what you wish to your customers. Please fill out the bold text in the
sample letter if you wish to use it.
A copy of the AWTR has been sent to the state, so you may not modify the AWTR.
Thank you for letting us be of service to you, if you have any questions about the AWTR,
feel free to call me at [phone]. Thank you again for your time.
Sincerely,
IQI"�
Paul Isenhour
Laboratory Supervisor
Water Quality Lab & Operations, Inc.
®ENR . WATER QUALITY
POINT SOURCE BRANCH
i TjATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE

Annual Wastewater Treatment Plant Report
Grandfather Golf & Country Club
NPDES #: NCO023124
Date: 2/11/09
We are pleased to present to you this year's Annual Wastewater Treatment Plant Report.
This report is designed to inform you about the quality of the wastewater we discharge to
the receiving waters every day. Our constant goal is to protect the environmental waters
of North Carolina. We want you to understand the efforts we make to continually
improve the wastewater treatment process and protect our water resources. We are
committed to ensuring the quality of the receiving waters that we discharge to.
If you have any questions about this report or concerning your wastewater utility, please
contact Paul Isenhour at [phone]. We want our valued customers to be informed
about their wastewater utility.
Let us. first take this opportunity to give you a brief description of a Wastewater
Treatment Plant. The waters that go down the drain, follow many different pipes, and
ends up at the treatment plant. The wastewater goes through a bar screen that stops large
particles that are present (i.e., rags and papers). The water then goes to an aeration basin
where air is pumped into the water. This air supplies oxygen to bacteria that feed on the
solids that are in the water. The water then goes to the clarifier where the solids settle out.
The solids are pumped back to the aeration basin to give the bacteria a second chance to
feed. When there are too many solids in the plant, some of the solids are pumped to a
digester tank. In the digester, the bacteria have more time to feed on and reduce the
solids' -volume. When the digester gets full, the solids are pumped from the tank and
taken to a larger facility. The clear water from the clarifier then goes to a tank for
disinfection. The two most prominent ways to disinfect the wastewater are chlorine and
ultraviolet light. Chlorine can be used as a gas or in solid tablet form. When chlorine is
used, there is generally a dechlorinating agent use to remove any excess chlorine from the
wastewater before it goes to the receiving water. When ultraviolet light (UV) is used, the
wastewater flows around the UV bulbs. Bacteria can not live when exposed to UV light,
so as the water passes the UV bulbs, the water in disinfected. Finally, after disinfection,
the treated wastewater goes into the receiving waters.

PERFORMANCE
The treatment plant did very well last year. However, in March there was one weekly
non-compliance for fecal. UV lights were cleaned and the plant was back in compliance
by the next samples.
NOTIFICATION
This annual report has been sent to the North Carolina Division of Water Quality and to
the owner of the wastewater system..The wastewater system owner has also been given a
letter that they can easily distribute to all their customers. The letter will inform the
customers that the annual report is available upon request to the owner of the system.
CERTIFICATION
I certify under penalty of law that this report is complete and accurate to the best of my
knowledge. I further certify that this report has been made available to the users or
customers of the named system and that those users have been notified of its availability
as per the NOTIFICATION section above.
Isenhour
Laboratory Supervisor
Water Quality Lab & Operations, Inc.
2 /7-'
Date

Name of Wastewater System
NPDES# NC0000000
address
-city, NC zip
Wastewater system customer
address
city, NC zip
SUBJECT: ANNUAL WASTEWATER TREATMENT REPORT
Dear wastewater customer,
The ANNUAL WASTEWATER TREATMENT REPORT (AWTR) is
completedC The AWTR is a report that lets us, the wastewater treatment provider, tell
you, the user, what has been happening with our wastewater plant in the past year (2006).
In the AWTR, we give you a brief description of the treatment plant, if we had any
violations, and what was done about any violations. If you would like to have a copy of
the AWTR, please call or come by our office, and we will give one to you.
Thank you for your time and if you have any questions, feel free to call our office
at 888-888-8888.

p 1 + OF 'rJATER DUAL I Pi ::: 919i3
P. 1
Fax/PP-one Number MF1r.Je ;tart Time Pa_P ,F, =>iiat FJr_te
a1u'' j_,9 F1a9 NORMAL 1. 16? 1 19'
To: Jadd Brewer ®r Larry Townsend (ORC) or Norris
Clifton.
Re: NCO023124 — Grandfather Golf & COudtlry Club
From.- Julie — Ce®trid Files — Division of Water Quality
— Raleigh NC
Weds. October 1, 2008
I received several DMR"s from your area a0d was
putting them into our system and realized that
NCO023124 was showing July 2008 as the Mo' nth for
that DMR®
I have already received July 2008 for this facility and I
think this should actually be for .august 206. 1 have
compared both dmis and the figures are ca pletely
�affeA eUt.
Please lets me know which mouth is being submitted and
resubmit for August 2008.
I will accept a fax at 9--1-919-907-6499
Thanks for your assistance
0 pages faXea.8 �'

"jQjIUIaLII.I vUxi uaiu �. ,ALLY � IUIU - �-,UII a%,L u3
r arr, /- vl i
Frank Morrison, Director
Maintenance
Pete Gerdon, Golf Course
Superintendent
Dennis Harmon, General
Maintenance
Mellissa Baird, General
Maintenance Secretary
Security
Jaime Rezzonico, Director of
Security Services
Web Site Administrators
Connie Cook
Vicki Trombley
Real Estate
Hugh Fields
119 [e-mail]
116
[e-mail]
117
[e-mail]
108
[e-mail]
169
[e-mail]
898-3166
ext. 221
898-4531
ext. 101
[e-mail]
[e-mail]
(828) 898 [e-mail]
6331
t- Whats NEW!!! Contact Us:
There are currently no items
as of Wednesday, October 01, 2008
House Rules • Dress Code • Site Map • Privacy Policy
2120 Hwy 105. • Linville, North Carolina 28046- Tel: (1:)8) 898-4531
http://www.grandfatherclub.orgIDefault.aspx?p=DynamicModule&pageid=219930&ssid=... 10/1 /2008

��tj /ff
r.
Water Quality Lab 8z Operations, InC.
PO Box 1167, Banner Elk, NC, 28604
Phone:[phone] Fax: [phone]
Grandfather Golf & Country Club
MAR 1 1 2008
NPDES # NCO023124
Richard Foutz
P.O. Box 368
Linville, NC 28646
Here is your ANNUAL WASTEWATER TREATMENT REPORT (AWTR) along with
a sample letter that you may send to your customers if you like. You may rewrite the
sample letter to say what you wish to your customers. Please fill out the bold text in the
sample letter if you wish to use it.
A copy of the AWTR has been sent to the state, so you may not modify the AWTR.
Thank you for letting us be of service to you, if you have any questions about the AWTR,
feel free to call me at [phone]. Thank you again for your time.
Sincerely,
M A�, 2008
aul Isenhour
Laboratory Supervisor
Water Quality Lab & Operations, Inc.

Annual Wastewater Treatment Plant Report
Grandfather Golf & Country Club
NPDES M NCO023124
Date: 2/13/08
We are pleased to present to you this year's Annual Wastewater Treatment Plant Report.
This report is designed to inform you about the quality of the wastewater we discharge to
the receiving waters every day. Our constant goal is to protect the environmental waters
of North Carolina. We want you to understand the efforts we make to continually
improve the wastewater treatment process and protect our water resources.. We are
committed to ensuring the quality of the receiving waters that we discharge to.
If you have any questions about this report or concerning your wastewater utility, please
contact Paul Isenhour at [phone]. We want our valued customers to be informed
about their wastewater utility.
Let us first take this opportunity to give you a brief description of a Wastewater
Treatment Plant. The waters that go down the drain, follow many different pipes, and
ends up at the treatment plant. The wastewater goes through a bar screen that stops large
particles that are present (i.e., rags and papers). The water then goes to an aeration basin
where air is pumped into the water. This air supplies oxygen to bacteria that feed on the
solids that are in the water. The water then goes to the clarifier where the solids settle out.
The solids are pumped back to the aeration basin to give the bacteria a second chance to .
feed. When there are too many solids in the plant, some of the solids are pumped to a
digester tank. In the digester, the bacteria have more time to feed on and reduce the
solids' volume. When the digester gets full, the solids are pumped from the tank and
taken to a larger facility. The clear water from the clarifier then goes to a tank for
disinfection. The two most prominent ways to disinfect the wastewater are chlorine and
ultraviolet light. Chlorine can be used as a gas or in solid tablet form. When chlorine is
used, there is generally a dechlorinating agent use to remove any excess chlorine from the
wastewater before it goes to the receiving water. When ultraviolet light (UV) is used, the
wastewater flows around the UV bulbs. Bacteria can not'live when exposed to UV light,
so as the water passes the UV bulbs, the water in disinfected. Finally, after disinfection,
the treated wastewater goes into the receiving waters.

PERFORMANCE
The treatment plant did very well last year. However, in January there was one weekly
non-compliance for fecal. UV lights were cleaned and the plant was back in compliance
by the next samples.
NOTIFICATION
This annual report has been sent to the North Carolina Division of Water Quality and to
the owner of the wastewater system. The wastewater system owner has also been given a
letter that they can easily distribute to all their customers. The letter will- inform the
customers that the annual report is available upon request to the owner of the system.
CERTIFICATION
I certify under penalty of law that this report is complete and accurate to the best of my
knowledge. I further certify that this report has been made available to the users or
customers of the named system and that those users have been notified of its availability
as per the NOTIFICATION section above.
Isenhour
Laboratory Supervisor
Water Quality Lab & Operations, Inc.
Date

Name of Wastewater System
NPDES# NC0000000
address
city, NC zip
Wastewater system customer
address
city; NC zip
SUBJECT: ANNUAL WASTEWATER TREATMENT REPORT
Dear wastewater customer,
The ANNUAL WASTEWATER TREATMENT REPORT (AWTR) is
completed! The AWTR is a report that lets us, the wastewater treatment provider, tell
you, the user, what has been happening with our wastewater plant in the past year (2006).
In the AWTR, we give you a briQf description of the treatment plant, if we had any
violations, and what was done about any violations. If you would like to have a copy of
the AWTR, please call or come by our office, and we will give one to you.
Thank you for your time and if you have any questions, feel free to call our office
at 888-888-8888.

�OF WAr�Qp Michael F. Easley, Governor
�0 G William G. Ross Jr., Secretary
CO North Carolina Department of Environment and Natural Resources
>_ tr
Coleen H. Sullins, Director
Division of Water Quality
r l' �i If j P' � A
�bV, Asheville Regional Office
SURFACE WATER PROTECTION SECTION
June 29, 2007
I
Mr. Richard P. Foutz
Grandfather Golf Country Club Utility Inc.
PO Box 368
Linville, NC 28646
SUBJECT: Compliance Sampling Inspection
GGCC Utility Inc. WWTP
Permit number NCO023124
Avery County
Dear Mr. Foutz:
Enclosed please find a copy of the Compliance Sampling Inspection form from the
inspection conducted on June 27, 2007. The facility was found to be in compliance with' permit
NC0023124.
Please refer to the enclosed inspection report for additional observations and comments.
If you or your staff should have any questions, please call me at 828-296-4500 extension 4662.
Sincerely,
Wanda P. Frazier
Environmental Specialist
Enclosure
cc: Jadd Brewer
Central Files
Asheville -Regional-Office_facility._files__= _�.
No � hcarohna
Naturally
2090 US Hwy 70, Swannanoa, NC 28778 Telephone: [phone] Fax: [phone] Customer Service 1-877-623-6748

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 I NI 2 15I 31 NCO023124 Ill 121 07/06/27 117 181 SI "I SI 201
Remarks
21IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIll
Inspection Work Days Facility Self -Monitoring Evaluation Rating 61 QA --------------------------- Reserved ----------------------
67I 1.0 169 70I 3 I 711 I 72I N I 73I I 174 751 I I I I I I 180
l�
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
11:00 AM 07/06/27
05/05/01
GGCC Utility WWTP
Exit Time/Date
Permit Expiration Date
NC Hwy 105
Linville NC 28646
11:50 AM 07/06/27
10/01/31
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Joseph Carmon Simmons/ORC/828-898-6277/
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Richard P Foutz,PO Box 368 Linville NC 28646//828-898-4531/ No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit P1 Operations & Maintenance IN Records/Reports ® Self -Monitoring Program
Facility Site Review ED Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspp 1 Agency/Office/Phone and Fax Numbers Date
Wanda P Frazier ARO WQ//828-296-4500 Ext.4662/
Signature of Management Q A Reviewer Agency/Office/Phone and' x Numbers Date
q
Rq� �� 0 G I ;� \ I 9\ 0
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type
3I NCO023124 I11 12I 07/06/27 1
17 18ISI
(cont.) 1
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Treatment Units / Process Control Testing / Effluent Data:
The activated sludge aeration basin process control data was as follows:
Temperature = 16.6 degrees Celcius
pH = 6.9 units
Dissolved Oxygen = 4.8 mg/I
Tip: The ideal level for dissolved oxygen in the aeration basin is generally 1 to 3 mg/l.
Seasonal changes in temperature require the adjustment of the aeration timer to achieve
ideal dissolved oxygen levels.
Settleable Solids = 300 ml/I = 30 %
Tip: Using the settleability test, the return sludge pumping rate is usually set so that the
flow rate is approximately equal to the percentage volumes occupied by the settleable solids
from the aeration basin after settling for 30 minutes in a settleometer. For example, a
settleability of 30% would generally indicate a recommended return sludge pumping rate of 30%.
Having the percent settleable solids (i.e. 30%) the same as the percent return sludge pumping
rate (i.e. 30%), allows for the solids balance in the plant to be maintained. If the plant
cannot handle that return sludge pumping rate, then wasting is probably recommended, unless the
sludge is too young.
The effluent data was as follows:
Dissolved Oxygen = 4.8 mg/I
pH = 6.4 units
Temperature = 17.3 degrees Celcius
Chlorine = n/a ; Facility uses UV disinfection
Effluent samples were collected and submitted to the laboratory for analyses.
Records & Reports:
A review of the files indicates that the last compliance evaluation inspection was
conducted on 9-29-2006 by Wanda Frazier.
The permit expires on 1-31-2010. Please request a permit renewal 6 months prior to
expiration. A renewal notice will be mailed as a reminder.
The Annual Performance Report has been filed for the year and was on -site, along with a
complete copy of the current permit.
The log book was present on -site and had good notation of daily events.
Operations & Maintenance / Summary:
Page # 2

Permit: NC0023124
Inspection Date: 06/27/2007
Owner - Facility: GGCC Utility WWTP
Inspection Type: Compliance Sampling
The effluent appeared to be clear, indicating compliance with permit limits.
This facility appears to be well operated and maintained.
The operator was on -site during the inspection and is doing a good job.
Page # 3

Permit: NCO023124 Owner - Facility: GGCC Utility WWTP
Inspection Date: 06/27/2007 Inspection Type: Compliance Sampling
Permit
Yes
No
NA
NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application?
n
n
®
n
Is the facility as described in the permit?
®
n
n
n
# Are there any special conditions for the permit?
n
®
n
n
Is access to the plant site restricted to the general public?
®
n
n
n
®nnn
Is the inspector granted access to all areas for inspection? — — —
Comment:
Operations & Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? ® ❑ rl n
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge ®[1 n n
Judge, and other that are applicable?
Comment:
Bar Screens Yes No NA NE
Type of bar screen
a.Manual
n
b.Mechanical
Are the bars adequately screening debris?
®n
n
n
Is the screen free of excessive debris?
®
n
n
n
®
n
n
n
Is disposal of screening in compliance?
®
n
n
n
Is the unit in good condition?
Comment:
Secondary Clarifier
Yes
No
NA
NE
Is the clarifier free of black and odorous wastewater?
n
n
n
Is the site free of excessive buildup of solids in center well of circular clarifier?
n
n
p
n
Are weirs level?
®
n
❑
fl
Is the site free of weir blockage?
®n
n
n
Is the site free of evidence of short-circuiting?
®
n
n
n
®
n
n
n
Is scum removal adequate?
Is the site free of excessive floating sludge?
®❑
❑
n
Is the drive unit operational?
n
n
p
❑
Is the return rate acceptable (low turbulence)?
®
fl
n
Page # 4

Permit: NCO023124 Owner - Facility: GGCC Utility WWTP
Inspection Date: 06/27/2007 Inspection Type: Compliance Sampling
Secondary Clarifier
Yes No
NA
NE
Is the overflow clear of excessive solids/pin floc?
®
❑
❑
Is the sludge blanket level acceptable? (Approximately'/4 of the sidewall depth)
n
n
n
Comment:
Aeration Basins
Yes No
NA
NE
Mode of operation
Ext.
Air
Type of aeration system
Diffused
Is the basin free of dead spots?
n
n
n
Are surface aerators and mixers operational?
n
n
®
❑
Are the diffusers operational?
n
n
n
Is the foam the proper color for the treatment process?
n
n
n
Does the foam cover less than 25% of the basin's surface?
®
n
n
n
Is the DO level acceptable?
n
n
n
Is the DO level acceptable?(1.0 to 3.0 mg/1)
®n
n
n
Comment:
Sand Filters (Low rate)
Yes
No
NA
NE
(If pumps are used) Is an audible and visible alarm Present and operational?
00
®
n
Is the distribution box level and watertight?
❑
n
®
❑
Is sand filter free of ponding?
❑
n
®
❑
Is the sand filter effluent re -circulated at a valid ratio?
n
n
®
n
# Is the sand filter surface free of algae or excessive vegetation?
❑
n
# Is the sand filter effluent re -circulated at a valid ratio? (Approximately 3 to 1)
n
n
®
n
Comment:
There is a tertiary filter on -site that has not been used for many years.
Disinfection - UV
Yes
No
NA
NE
Are extra UV bulbs available on site?
®
n
n
n
Are UV bulbs clean?
n
n
n
Is UV intensity adequate?
®n
n
n
Is transmittance at or above designed level?
®
n
n
n
Is there a backup system on site?
®
n
n
n
Is effluent clear and free of solids?
®
n
n
n
Page # 5

Permit: NC0023124
Inspection Date: 06/27/2007
Owner - Facility: GGCC Utility WWTP
Inspection Type: Compliance Sampling
Disinfection - UV
Yes
No
NA
NE
Comment: (see below for back-up system)
Disinfection -Tablet
Yes
No
NA
NE
Are tablet chlorinators operational?
M
n
n
n
Are the tablets the proper size and type?
n
n
n
Number of tubes in use?
0
Is the level of chlorine residual acceptable?
n
n
00
Is the contact chamber free of growth, or sludge buildup?
n
n
Rio
Is there chlorine residual prior to de -chlorination?
n
n
®
O
Comment: This is for back-up use only.
_
Yes
No
NA
NE
Type of system ? Tablet
Is the feed ratio proportional to chlorine amount (1 to 1)? ❑ ❑ p ❑
Is storage appropriate for cylinders? ❑ 1­1 ® fl
# Is de -chlorination substance stored away from chlorine containers? fl ❑ M rl
Comment:
Are the tablets the proper size and type?
n
n
Are tablet de -chlorinators operational?
❑
❑
[l
Number of tubes in use?
0
Comment: This is for back-up use only.
Effluent Sampling
Yes
No
NA
NE
Is composite sampling flow proportional?
n
n
n
Is sample collected below all treatment units?
e
n
n
n
Is proper volume collected?
®n
n
n
Is the tubing clean?
n
n
Is proper temperature set for sample storage (kept at 1.0 to 4.4 degrees Celsius)?
®n
n
n
Is the facility sampling performed as required by the permit (frequency, sampling type representative)?
®
n
n
n
Comment:
Effluent Pipe
Yes
No
NA
NE
Is right of way to the outfall properly maintained?
®
n
00
Are the receiving water free of foam other than trace amounts and other debris?
®
❑
❑
Page # 6

v
Permit: NC0023124
Inspection Date: 06/27/2007
Effluent Pipe
If effluent (diffuser pipes are required) are they operating properly?
Comment:
Owner - Facility: GGCC Utility WWTP
Inspection Type: Compliance Sampling
W-- AI.. KIA AIC
nn®n
Page # 7

L�cucd�
CERTIFIED MAIL
April 17, 2007
C
D E c E � v
E D
APR 19 2007
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
7005 3110 0002 9536 9135
Mr. Roger C. Edwards
Regional Supervisor
Surface Water Protection Section
Division of Water Quality
DEHENR
2090 US Hwy. 70
Swannanoa, NC 28778
RE: Notice of Violation
NOV-2007-LV-0185
Permit No. NCO023124
GGCC Utility, Inc. WWTP
Avery County
Dear Mr. Edwards:
Enclosed is a copy of a letter from Water Quality Lab and Operations, Inc., which was
previously mailed to you with an explanation, regarding the above violation. GGCC
Utility, Inc. contracts the services of this company to maintain our wastewater treatment
plant.
We are working with our maintenance contractor to develop a regular maintenance
schedule on the replacement of the ultraviolet bulbs in the U.V. system in order to help
avoid future violations.
if you have any questions, please let me know.
(fOperating
submitted,
Officer
Enclosure
P.O. Box 368, Linville, North Carolina 28646
[phone]

wrr--&-
er Quality Lab and Operations, Inc"
P.O. Box 1167/ 1522 T'ynecastle Highway
Banner Elk, NC 28604 A
Ph. 828-898-6277Fax [phone]
April 13, 2007 6
Mr. Roger Edwards, Regional Supervisor
2090 U.S. Highway 70
Swannanoa, N.C. 28778
Phone [phone]
Fax [phone]
Dear Mr. Edwards,
D u
I�
APR 1 7 2007 IL
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
GGCC WWTP, Permit #NC0023124, exceeded the daily fecal maximum on
January 4, 2007. The ultraviolet bulbs were replaced in the U.V. system.
The samples taken after replacing the worn bulbs were reported under the
daily limits. I feel the adjustment corrected the problem.
If there are any questions concerning this matter arise, please feel free to
contact myself, Jadd Brewer, at Water Quality Lab. and Operations 828-898-
6277.
Thank you for your time and consideration on this matter.
Sincerely,
40
Jadd Brewer
Operations Manager
Water Quality Lab and Operations

Mr. Richard P. Foutz
GGCC Utility Inc.
April9, 2007
Page 2of2
Remedial actions should be taken to correct this problem. The Division of Water Quality may
pursue enforcement action for this and any additional violations of State law. If you should have
any questions, please do not hesitate to contact Wanda Frazier at 828-296-4500 extension 4662.
The Asheville Regional Office currently has on staff a Wastewater Treatment Consultant to offer
technical assistance to Wastewater Treatment Plants and Collection Systems with operational
concerns. This service is free and non -regulatory to assist in the identification and correction of
operational problems. This service can be utilized for optimization of the operation of WWTP
and/or Collection Systems. Should you have questions about this service, please contact Don
Price at 828-296-4500 extension 4656.
Sincerely,
Roger C. Edwards, Regional Supervisor
Surface Water Protection Section
Enclosure
cc: Bob Guerra, NPDES Point Source Compliance Enforcement
WQ Central Files
-1 r -
4W

WAT Michael F. Easley, Governor
pF FR William G. Ross Jr., Secretary
\p� QG North Carolina Department of Environment and Natural Resources
r— Alan W. Klimek, P.E. Director
Division of Water Quality
w Asheville Regional Office
SURFACE WATER PROTECTION SECTIONS
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. Richard P. Foutz
GGCC Utility Inc.
PO Box 368
Linville, NC 28646
Dear Mr. Foutz:
April9, 2007
7006 2150 0005 2459 5359
Subject: NOTICE OF VIOLATION
NOV-2007-LV-0185
Permit No. NCO023124
GGCC Utility Inc. WWTP
Avery County
A review of GGCC Utility WWTP's monitoring report for January 2007 showed the
following violations:
Parameter
Date
Limit Value
Reported
Value
Limit Type
Fecal Coliform,
Membrane Filter,
01 /04/07
400
17,400
Daily Maximum
M-FC Broth @
colonies per
colonies per
Exceeded
44.5 degrees Celcius
100 ml
100 ml
NlorfllCarolina
Naturally
2090 US Hwy 70, Swannanoa, NC 28778 828/296-4500 (Telephone) 828/299-7043(Fax) Customer Service 877-623-6748

Wate>r:. _Quality Lab & Operations, Inc.
PO Box 11d Banner Elk, NC, 28604
i328-898-6271.
October 17, 2006
Mr. Roger Edwards
Water Quality Regional Supervisor
Asheville Regional Office
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: NOTICE OF VIOLATION
Permit No. NCO023124
GGCC Utility WWTP
Avery County
Dear Mr. Edwards,
1. OCT 2 4 2006
WATER OUP11I T Y SECTION
ASHEVILLE REC!CNAL OFFICE
i
-9_;
Grandfather Golf and Country Club Permit NCO023124 received a violation letter on
October 13, 2006 for exceeding the daily maximum for fecal coliform. The fecal overage
was due to some I & I problems and heavy rain during the week of July 25, 2006,
increasing the flow on sampling day. The next fecal sample taken was in compliance.
If there are any questions concerning this matter arise, please feel free to contact myself,
Jadd Brewer at Water Quality Lab and Operations at 828-898-6277.
�;dd
'cerely,
Brewer
Water Quality Lab and Operations

O A�� ! , Mhael ��Easley ov lire or
.E Willm GRoss Jr ecretary .,
North Carolina Department o� nvironm tan afcR%l ResouTGes
Alan W Klimek P E Director
-i Division of Water Quality
v
f Asheville Regional Office
SURFACE WATER PROTECTION
October 13, 2006
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 7005 3110 0003 5474 0844
Richard P Foutz
GGCC Utility Inc
PO Box 368
Linville NC 28646
Subject: NOTICE OF VIOLATION
NOV-2006-LV-0477
Permit No. NCO023124
GGCC Utility WWTP
Avery County
Dear Mr. Foutz:
A review of GGCC Utility WWTP's monitoring report for July 2006 showed the following
violations:
Parameter
Date
Limit Value
Reported
Limit Type
Value
Coliform, Fecal MF, M-
07/25/06
400
3,100 #/100ml
Daily
FC Broth,44.5C
#/100ml
Maximum
Exceeded
Remedial actions should be taken to correct this problem. The Division of Water Quality may pursue
enforcement action for this and any additional violations of State law.
To prevent further action, carefully review these violations and deficiencies and respond in writing to
this office within 15 working day of receipt of this letter. You should address the causes of non-
compliance and all actions taken to prevent the recurrence of similar situations. If you should have
any questions, please do not hesitate to contact Starr Silvis at 828/296-4665.
Sincerely,
e e��z;C-A
Roger C. Edwards, Regional Supervisor
Surface Water Protection
Central Files
2090 U.S. Highway 70, Swannanoa, N.C. 28778 828/296-4500 (Telephone) 828/299-7043(Fax) Customer Service 877-623-6748
NoithCarolina
Ivatalra!!y

IMIchiLE Easley, Governor
William G Moss Jr., Secretary
North Carolina Department of Environment ana.Natdral Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Asheville Regional Office
SURFACE WATER PROTECTION SECTION
October 2, 2006
Mr. Richard P. Foutz
GGCC Utility Inc.
PO Box 368
Linville, NC 28646
SUBJECT: Compliance Evaluation Inspection
Status: Compliant
GGCC Utility Inc.
GGCC Utility WWTP
Permit Number NCO023124
Avery County
Dear Mr. Foutz:
Enclosed please find a copy of the Compliance Evaluation Inspection form from the
inspection conducted on September 29, 2006 by Wanda Frazier of the Asheville Regional
Office. The facility was found to be in Compliance with permit NC0023124.
Please refer to the enclosed inspection report for additional observations and comments.
If you or your staff have any questions, please call me at 828-296-4500 extension 4662.
Sincerely,
Ile
Wanda P. Frazier
Environmental Specialist
Enclosure
cc: Jadd Brewer
Wanda Frazier
Rfacidtfiy Miles
Central files
ON n thCarolina
A)ahaallj1
2090 U.S. Highway 70, Swannanoa, NC 28778 Telephone: [phone] Fax: [phone] Customer Service 1 877 623-6748

w
United States Environmental Protection Agency
Form Approved.
Washington, D.C. 20460
EPA
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 I NI 2 151 31 N00023124 111 121 06/09/29 117 181 CI 191 SI 201 1
Remarks
21111111111111 11111111111111111111 1111111111111116
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA --------------------------Reserved--------------------
671 1. 0 169 701 31 71 I I 721 N 1 73I I' 74 751 I I I I I I 180
t�l
Section B: FacilityData
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
11:15 AM 06/09/29
05/05/01
GGCC Utility WWTP
Exit Time/Date
Permit Expiration Date
NC Hwy 105
Linville NC 28646
11:45 PM 06/09/29
10/01/31
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Richard P Foutz,PO Box 368 Linville NC 28646//828-898-4531/ No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit 0 Operations & Maintenance ■ Facility Site Review ® Effluent/Receiving Waters
Section D: Summary of Finding/Comments Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Wanda P Frazier ARO WQ//828-296-4500 Ext.4662/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
I
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

w
Y
NPDES yr/mo/day Inspection Type 1
3I NCO023124 I11 12I 06/09/29 I17 18ICI
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
The.wastewater treatment plant was producing a crystal clear effluent and appeared to be in compliance
with permit limits at the time of the inspection.
Page # 2

Permit: NCO023124
Inspection Date: 09/29/2006
Owner - Facility: GGCC Utility WVVTP
Inspection Type: Compliance Evaluation
Operations & Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? ■ ❑ ❑ ❑
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge ■ ❑ ❑ ❑
Judge, and other that are applicable?
Comment:
(If the present permit expires in 6 months or less). Has the permittee submitted a new application?
❑
❑
■
❑
Is the facility as described in the permit?
■
❑
❑
❑
# Are there any special conditions for the permit?
❑
■
❑
❑
Is access to the plant site restricted to the general public?
■
❑
n
❑
Is the inspector granted access to all areas for inspection?
■
❑
❑
❑
Comment:
Page # 3

O WA�FR
'K
R
Mr. Richard P. Foutz
GGCC Utility Inc.
PO Box 368
Linville, NC 28646
Dear Mr. Foutz :
North Carolina Depai..,—,
SURFACE WATER PROTECTION SECTION
July 5, 2006
Michael F. Easley, Governor
William G. Ross Jr., Secretary
nvironment and Natural Resources
f AlanklN. Klimek, P.E. 6tor
b6isip of Wate[ Quality
Asheville Regional Office
SUBJECT: Compliance Sampling Inspection
GGCC Utility WWTP
Permit No: NCO023124
Avery County
Enclosed please find a copy of the Compliance Sampling Inspection form from the
inspection conducted on June 21, 2006 by Wanda Frazier of the Asheville Regional Office. The
facility was found to be in Compliance with permit NC0023124.
Please refer to the enclosed inspection report for additional observations and comments.
If you or your staff have any questions, please call me at 828-296-4500 extension 4662.
Sincerely,
Wanda P. Frazier
Enclosure
cc: Jadd Brewer / Denver Eggers, ORC
Wanda Frazier - ARO
Ashevilfe�R
1C�= acllltyf II e
-
f
Central Files
AWL
No e hCarolina
atura!!y
2090 U.S. Highway 70, Swannanoa, NC 28778 Telephone: [phone] Fax: [phone] Customer Service 1 877 623-6748

a
United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 I NJ 2 151 31 NC0023124 111 121 06106;21 1 17 181 S1 191 sl 201 1
Remarks
21111111111111111111111111111111111111111111111116
Inspection Work Days Facility Self -Monitoring Evaluation Rating 131 QA ------ —------------- ---Reserved---------------
671 1.0 169 70131 71 11 72l_1 1l 73IW I 174 751 l l l l l 180
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
10:30 AM 06/06/21
05/05/01
GGCC C-ility hhTP
Exit Time/Date
Permit Expiration Date
NC Hay 105
Linville NC 28646
11:05 AM 06/06/21
10101i31
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Denver Lee Eccers/ORC/704-733-3142/
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Richard. P Foutz,PO Boa 36.8 LinviLLe NC 28646//828-898-4531/
Yes
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit ® Operations & Maintenance N Records/Reports Self -Monitoring Program
Facility Site Review Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Wanda = Frazier ARO WQ//828-296-4500 Ext.4662/
f �
C /
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type (cont.) 1
3 11 12 17 18
NCC-023=2� I I 6/"06/2_ I I ;I
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
The wastewater treatment was producing a clear effluent and appeared to be in compliance with permit.
limits.
The plant is well operated and maintained.
The aeration basin field testing parameters were:
settleable solids = 33%
dissolved oxygen = 1.09 mg/I
temperature = 22.8 degrees Celcius
The effluent field tesing parameters were:
dissolved oxygen = 6.50 mg/l
temperature = 19 degrees Celcius
pH = 7.33 units
There are 6 UV tubes in 3 sets of 2.
The Performance Annual Report was on file.
The results from effluent grab samples taken at 10:55 am were as follows.
Biochemical Oxygen Demand = 2.3 mg/l
Total Suspended Solids = 3.5 mg/l
Fecal Coliform = 10 colonies per 100 ml
Page # 2

Permit: NCO023124
Inspection Date: 06/21/2006
Owner -Facility: GGCC Utility VWVTP
Inspection Type: Compliance Sampling
Permit
Yes
No
NA NE
(If the present permit expires in 6 months or less). Has the pe'rmittee submitted a new application?
n
n
■ n
Is the facility as described in the permit?
■
n
n n
# Are there any special conditions for the permit?
n
n
■ n
'Is access to the plant site restricted to the general public?
■
El
00
Is the inspector granted access to all areas for inspection?
■
n
n n
Comment:
Aeration Basins
Yes
No
NA NE
Mode of operation
Type of aeration system
Diffused
Is the basin free of dead spots?
■
n
n n
Are surface aerators and mixers operational?
❑
❑
■ 11
Are the diffusers operational?
■
❑
❑
Is the foam the proper color for the treatment process?
■
❑
❑ [l
Does the foam cover less than 25% of the basin's surface?
■
n
n n
Is the DO level acceptable?
■
I]
❑ p
Is the DO level acceptable?(1.0 to 3.0 mg/1) ■ n n n
Comment:
Operations & Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? ■ ❑ 00
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge ■ ❑ ❑
Judge, and other that are applicable?
Comment:
Disinfection - UV Yes No NA NE
Are extra UV bulbs available on site?
■
❑
[I
Are UV bulbs clean?
■
n
n
n
Is UV intensity adequate?
■
n
Is transmittance at or above designed level?
■
n
n
n
Is there a backup system on site?
■
Is effluent clear and free of solids?
■
n
n
n
Comment:
Page # 3

Permit: NCO023124 Owner - Facility: GGCC Utility VVWTP
Inspection Date: 06/21/2006 Inspection Type: Compliance Sampling
Effluent Samp !ing
Yes
no
NA
N
Is composite sampling flow proportional?
D
0
■
D
Is sample collected below all treatment units?
■
0
D
D
Is proper volume collected?
■
n
D
D
Is the tubing clean?
D
0
■
D
Is proper temperature set for sample storage (kept at 1.0 to 4.4 degrees Celsius)?
■
El
D
D
Is the facility sampling performed as required by the permit (frequency, sampling type representative)?
■
0
D
D
Comment:
Page # 4

00
/fir jw ° �
Water Quality L-ab & Operations, Inc :
PO Box1167, Banner Elk, NC, 28604.
Phone:.[phone] Fax:[phone]
Grandfather Golf & Country Club
NPDES # NCO023124
Richard Foutz
P.O. Box 368
Linville, NC 28646
Here is your ANNUAL WASTEWATER TREATMENT REPORT (AWTR) along with
a sample letter that you may send to your customers if you like. You may rewrite the
sample letter to say what you wish to your customers. Please fill out the bold text in the
sample letter if you wish to use it.
A copy of the AWTR has been sent to the state, so you may not modify the AWTR.
Thank you for letting us be of service to you, if you have any questions about the AWTR,
feel free to call me at [phone]. Thank you again for your time.
Sincerely,
A�Az-�
""Paul Isenhour
Laboratory Supervisor
Water Quality Lab & Operations, Inc.

00 00
nnu'a� W, 4stewater Treatment Plant Report
III
Grandfather Golf & Country Club
NPDES #: NCO023124
Date: �1F,/20-
We are pleased to present to you this year's Annual Wastewater Treatment Plant Report.
This report is designed to inform you about the quality of the wastewater we discharge to
the receiving waters every day. Our constant goal is to protect the environmental waters
of North Carolina. We want you to understand the efforts we make to continually
improve the wastewater treatment process and protect our water resources. We are
committed to ensuring the quality of the receiving waters that we discharge to.
If you have any questions about this report or concerning your wastewater utility, please
contact Paul Isenhour at [phone]. We want our valued customers to be informed
about their wastewater utility.
Let us first take this opportunity to give you a brief description of a Wastewater
Treatment Plant. The waters that go down the drain, follow many different pipes, and
ends up at the treatment plant. The wastewater goes through a bar screen that stops large
particles that are present (i.e., rags and papers). The water then goes to an aeration basin
where air is pumped into the water. This air supplies oxygen to bacteria that feed on the
solids that are in the water. The water then goes to the clarifier where the solids settle out.
The solids are pumped back to the aeration basin to give the bacteria a second chance to
feed. When there are too many solids in the plant, some of the solids are pumped to a
digester tank. In the digester, the bacteria have more time to feed on and reduce the
solids' volume. When the digester gets full, the solids are pumped from the tank and
taken to a larger facility. The clear water from the clarifier then goes to a tank for
disinfection. The two most prominent ways to disinfect the wastewater are chlorine and
ultraviolet light. Chlorine can be used as a gas or in solid tablet form. When chlorine is
used, there is generally a dechlorinating agent use to remove any excess chlorine from the
wastewater before it goes to the receiving water. When ultraviolet light (UV) is used, the
wastewater flows around the UV bulbs. Bacteria can not live when exposed to UV light,
so as the water passes the UV bulbs, the water in disinfected. Finally, after disinfection,
the treated wastewater goes into the receiving waters.

A
PERFORMANCE
The treatment plant did very well last year. However, in July the plant was non-
compliant for flow due to heavy rain during the month.
NOTIFICATION
This annual report has been sent to the North Carolina Division of Water Quality and to
the owner of the wastewater system. The wastewater system owner has also been given a
letter that they can easily distribute to all their customers. The letter will inform the
customers that the annual report is available upon request to the owner of the system.
CERTIFICATION
I certify under penalty of law that this report is complete and accurate to the best of my
knowledge. I further certify that this report has been made available to the users or
customers of the named system and that those users have been notified of its availability
as per the NOTIFICATION section above.
Paul Isenhour
Laboratory Supervisor
Water Quality Lab & Operations, Inc.
Date

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department ment and Natural Resources
. Alan W. Klimek, P.E. Director
>_ Division of Water Quality
O `C
November 4, 2005
Richard P Foutz
GGCC Utility Inc
PO Box 368
Linville, NC 28646
SUBJECT: Payment Acknowledgment
Civil Penalty Assessment
GGCC Utility WWTP
Permit Number: NCO023124
Case Number: LV-2005-0390
Av� unty
Dear Mr. Foutz:
This letter is to acknowledge receipt of check number 000258 in the amount of $450.00 received
from you dated October 20, 2005. This payment satisfies in full the above civil assessment levied
against the subject facility, and this case has been closed. Payment of this penalty in no way
precludes future action by this Division for additional violations of the applicable Statutes,
Regulations, or Permits.
If you have any questions, please call Bob Guerra at 919-733-5083 Ext. 539.
Sincerely,
Frances Candelaria
cc: Enforcement File #: LV-2005-0390
,DWQ Asheville Regional Office Supervisor
Central Files
x r �
I i NOV - 7 iJO5
NoAhCarolina
Naturally
1617 Mail Service Center Raleigh, NC 27699-1617 [phone] Customer Service 1 800 623-7748

GGCC UTILITY CO:, INC.
P.O. Box 368
Linville, North Carolina 28646
[phone]
EXACTLY FOUR HUNDRED FIFTY AND 00/100 DOLLARS
PAY TO THE
ORDER OF: DENR
PO BOX 29536
RALEIGH, NC 27626-0536 .
66-1223/531. .
High Country Bank
149 JEFFERSON ROAD - BOONE, NC 28607 Np,o 0 o ^^// r^r^ }^(
L V V
VOID AFTER 60 DAYS
1
710/20/05 258 $ 450.00
AUTHORIEDSIGNATUR.E•
0000

�F WAT�9 Micahael�F. Easley, Governor
Q William G. Ross Jr., Secretary
�O G North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
p s._ Division of Water Quality
` Asheville Regional Office
SURFACE WATER PROTECTION SECTION
OCTOBER 6, 2005
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 7002 0460 00013552 7988
Mr. Richard P Foutz
GGCC Utility Inc.
PO Box 368
Linville, NC 28646
SUBJECT: Notice of Violation and Assessment of Civil Penalty
for Violations of North Carolina General Statute (G.S.) 143-215.1(a)(6)
and NPDES Permit NCO023124
GGCC Utility Inc.
GGCC Utility WWTP
Case No. LV-2005-0390
Avery County
Dear Mr. Richard Foutz:
This letter transmits a Notice of Violation and assessment of civil penalty in the amount of
$450.00 ($350.00 civil penalty + $100.00 enforcement costs) against GGCC Utility Inc.
This assessment is based upon the following facts: a review has been conducted of the
discharge monitoring report.(DMR) submitted by GGCC Utility Inc for the month of July 2005.
This review has shown the subject facility to be in violation of the discharge limitations and/or
monitoring requirements found in NPDES Permit NC0023124. The violations, which occurred in
July 2005, are summarized in Attachment A to this letter.
Based upon the above facts, I conclude as a matter of law that GGCC Utility Inc violated the
terms, conditions or requirements of NPDES Permit NCO023124 and G.S. 143-215.1(a)(6) in
the manner and extent shown in Attachment A. In accordance with the maximums established
by G.S. 143-215.6A(a)(2), a civil penalty may be assessed against any person who violates the
terms, conditions or requirements of a permit required by G.S. 143-215.1(a).
Based upon the above findings of fact and conclusions of law, and in accordance with authority
provided by the Secretary of the Department of Environment and Natural Resources and the
Director of the Division of Water Quality, I, Roger C. Edwards, Division of Water Quality
Regional Supervisor for the Asheville Region, hereby make the following civil penalty
assessment against GGCC Utility Inc:
2090 US Highway 70, Swannanoa, NC 28778 Phone: [phone] FAX:[phone] Customer Service 1- 800 623-7748

,I
100.00 1 of 1. violations of G.S. 143-215.1(a)(6) and NPDES Permit No.
NCO023124 by discharging waste water into the waters of the State in
violation of Daily Maximum limit for FECAL COLIFORM.
250.00 1 of 1 violations of G.S. 143-215.1(a)(6) and NPDES Permit No.
NCO023124 by discharging waste water into the waters of the State in
violation of Monthly Average limit for FLOW. .
350.00 TOTAL CIVIL PENALTY
100.00 Enforcement Costs
450.00 TOTAL AMOUNT DUE
Pursuant to G.S. 143-215.6A(c), in determining the amount of the penalty I have taken into
account the Findings of Fact and Conclusions of Law and the factors set forth at G.S. 143B
282.1(b), which are:
(1) The degree and extent of harm to the natural resources of the State, to the public health,
or to private property resulting from the violation;
(2) The duration and gravity of the violation;
(3) The effect on ground or surface water quantity or quality or on air quality;
(4) The cost of rectifying the damage;
(5) The amount of money saved by noncompliance;
(6) Whether the violation was committed willfully or intentionally;
(7) The prior record of the violator in complying or failing to comply with programs over which
the Environmental Management Commission has regulatory authority; and
(8) The cost to the State of the enforcement procedures.
Within thirty days of receipt of this notice, you must do one of the following:

1. Submit payment of the penalty:
Payment should be made directly to the order of the Department of Environment and Natural
Resources (do not include waiver form). Payment of the penalty will not foreclose further
enforcement action for any continuing or new violation(s). Please submit payment to the
attention of:
Point Source Compliance/Enforcement Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
KO
2. Submit a _ written request for remission or mitigation including a detailed
justification for such request:
Please be aware that a request for remission is limited to consideration of the five factors
listed below as they may relate to the reasonableness of the amount of the civil penalty
assessed. Requesting remission is not the proper procedure for contesting whether the
violation(s) occurred or the accuracy of any of the factual. statements contained in the civil
penalty assessment document. Because a remission request forecloses the option of an
administrative hearing, such a request must be accompanied by a waiver of your right to an
administrative hearing and a stipulation and agreement that no factual or legal issues are in
dispute. Please prepare a detailed statement that establishes why you believe the civil
penalty should be remitted, and submit it to the Division of Water Quality at the address listed
below. In determining whether a remission request will be approved, the following factors
shall be considered:
(1) whether one or more of the civil penalty assessment factors in NCGS 1436-282.1(b)
was wrongfully applied to the detriment of the petitioner;
(2) whether the violator promptly abated continuing environmental damage resulting from
the violation;
(3) whether the violation was inadvertent or a result of an accident;
(4) whether the violator had been assessed civil penalties for any previous violations; or
(5) whether payment of the civil penalty will prevent payment for the remaining necessary
remedial actions.
Please note that all evidence presented in support of your request for remission must be
submitted in writing. The Director of the Division of the Division of Water Quality will review your
evidence and inform you of his decision in the matter of your remission request. The response
will provide details regarding the case status, directions for payment, and provision for further
appeal of the penalty to the Environmental Management Commission's Committee on Civil
Penalty Remissions (Committee). Please be advised that the Committee cannot consider
information that was not part of the original remission request considered by the Director.
Therefore, it is very important that you prepare a complete and thorough statement in support of
your request for remission.

In order to request remission, you must complete and submit the enclosed "Request for
Remission of Civil Penalties, Waiver of Right to an Administrative Hearing, and Stipulation of
Facts" form within thirty (30) days of receipt of this notice. The Division of Water Quality also
requests that you complete and submit the enclosed "Justification for Remission Request." Both
forms should be submitted to the following address:
Point Source Compliance / Enforcement Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
3. File a petition for an administrative hearing with the Office of Administrative Hearings:
If you wish to contest any statement in the attached assessment document you must file a
petition for an administrative hearing. You may obtain the petition form from the Office of
Administrative Hearings. You must file the petition with the Office of Administrative Hearings
within thirty (30) days of receipt of this notice. A petition is considered filed when it is received in
the Office of Administrative Hearings during normal office hours. The Office of Administrative
Hearings accepts filings Monday through Friday between the hours of 8:00 a.m. and 5:00 p.m.,
except for official state holidays. The original and one (1) copy of the petition must be filed with
the Office of Administrative Hearings. The petition may be faxed - provided the original and one
copy of the document is received in the Office of Administrative Hearings within five (5) business
days following the faxed transmission. The mailing address for the Office of Administrative
Hearings is:
and
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, North Carolina 27699-6714
Telephone [phone]
Facsimile: [phone]
Mail or hand -deliver a copy of the petition to
General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, North Carolina 27699-1601
Please indicate the case number (as found on page one of this letter) on the petition.
Failure to exercise one of the options above within thirty (30) days of receipt of this letter, as
evidenced by an internal date/time received stamp (not a postmark), will result in this matter
being referred to the Attorney General's Office for collection of the penalty through a civil action.
Please be advised that additional penalties may be assessed for violations that occur after the
review period of this assessment.

If you have any questions, please contact the Water Quality staff of the Asheville Regional
Office at 828-296-4500.
Sincerely,
4�1-' �--
Roger C. Edwards, Regional Supervisor
Surface Water Protection
Asheville Regional Office
ATTACHMENTS
cc: Regional Supervisor w/ attachments
Enforcement File w/ attachments
Central Files w/ attachments

ATTACHMENT A
GGCC Utility Inc
CASE NUMBER: LV-2005-0390
PERMIT: NCO023124 FACILITY: GGCC Utility WWTP COUNTY: Avery REGION: Asheville
Limit Violations
MONITORING OUTFALL/ VIOLATION UNIT OF CALCULATED % OVER
PENALTY REPORT PPI LOCATION PARAMETER DATE FREQUENCY MEASURE LIMIT VALUE LIMIT VIOLATION TYPE
$100.00 7-2005 001 Effluent FEC COLI 07/31/05 Weekly X100ml 400 1,190 197.50 Daily Maximum Exceeded
$500.00 7-2005 001 Effluent FLOW 07/31/05 Continuous mgd 0.07 0.083 18.57 Monthly Average Exceeded

JUSTIFICATION FOR REMISSION REQUEST
DWQ Case Number: LV-2005-0390 County: Avery
Assessed Party: GGCC UTILITY INC.
Permit No.: NC0023124 Amount Assessed: $450.00
Please use this form when requesting remission of this civil penalty. You must also complete the
"Request For Remission, Waiver of Right to an Administrative Hearing, and Stipulation of Facts" form to
request remission of this civil penalty. You should attach any documents that you believe support your
request and are necessary for the Director to consider in evaluating your request for remission. Please
be aware that a request for remission is limited to consideration of the five factors listed below as they
may relate to the reasonableness of the amount of the civil penalty assessed. Requesting remission is
not the proper procedure for contesting whether the violation(s) occurred or the accuracy of any of the
factual statements contained in the civil penalty assessment document.
Pursuant to N.C.G.S. § 143B-282.1(c), remission of a civil penalty may be granted only when one or
more of the following five factors applies. Please check each factor that you believe applies to your case
and provide a detailed explanation, including copies of supporting documents, as to why the factor
applies (attach additional pages as needed).
(a) one or more of the civil penalty assessment factors in N.C.G.S. 1438-282.1(b) were
wrongfully applied to the detriment of the petitioner (the assessment factors are listed
in the civil penalty assessment document);
(b) the violator promptly abated continuing environmental damage resulting from the
violation (i.e., explain the steps that you took to correct the violation and prevent
future occurrences);
(c) the violation was inadvertent or a result of an accident (i.e., explain why the violation
was unavoidable or something you could not prevent or prepare for);
(d) the violator had not been assessed civil penalties for any previous violations;
(e) payment of the civil penalty will prevent payment for the remaining necessary remedial
actions (i.e., explain how payment of the civil penalty will prevent you from performing the
activities necessary to achieve compliance).
EXPLANATION:

STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
COUNTY OF AVERY
IN THE MATTER OF ASSESSMENT ) WAIVER OF RIGHT TO AN
OF CIVIL PENALTIES AGAINST ) ADMINSTRATIVE HEARING AND
STIPULATION OF FACTS
GGCC UTILITY INC. 1
PERMIT NO. N00023124 ) FILE NO. LV-2005-0390
Having been assessed civil penalties totaling $350.00 for violations as set forth in the assessment
document of the Division of Water Quality dated October 6. 2005 the undersigned, desiring to seek
remission of the civil penalty, does hereby waive the right to an administrative hearing in the above -
stated matter and does stipulate that the facts are as alleged in the assessment document. The
undersigned further understands that all evidence presented in support of remission of this civil penalty
must be submitted to the director of the Division of Water Quality within thirty (30) days of receipt of the
notice of assessment. No new evidence in support of a remission request will be allowed after (30) days
from the receipt of the notice of assessment.
This the day of , 20
SIGNATURE
ADDRESS
TELEPHONE

AJ�A
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
June 19, 2015
Ted Nye
GGCC Utility Inc.
PO Box 368
Linville, NC 28646
Subject: Payment Acknowledgement
GGCC Utility Inc.
Permit Number: NCO023124
Case Number: MV-2015-0012
Avery County
Dear Permittee:
Donald R. van der Vaart
Secretary
This letter is to acknowledge receipt of payment in the amount of $278.26 received from you dated June
19, 2015. This payment satisfies in full the above civil assessment (s) levied against the subject facility,
and this case has been closed. Payment of this penalty in no way precludes future action by this Division
for additional violations of the applicable Statues, Regulations, or Permits.
If you have any questions, please contact Wren Thedford at 919-807-6304.
Sincerely,
W re tti f l� eof fo rrd.
Wren Thedford
Wastewater Branch
cc: Central Files .
NPDES
l ffM--?e Rego a1'Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] Fax: [phone]Customer Service: 1-877-623-6748
Internet:: www.ncwater.org
�Q G' 0 O��
�o a�
Pei .goo
���et ere
P
An Equal OpportunityMiirmative Action Employer

i
Ai.
&Srwk
North Carolina Department of Environment and Natural Resources
Pat McCrory `-
Governor
Certified Mail # 7014 0510 0000 4466 5825
Return Receipt Requested
May 19, 2015
Ted Nye
GGCC Utility Inc
PO Box 368
Linville, NC 28646-0368
SUBJECT: Notice of Violation and Assessment of Civil Penalty
for Violations of North Carolina General Statute (G.S.) 143-215.l(a)(6)
and NPDES Permit No. NCO023124
GGCC Utility Inc
GGCC Utility WWTP
Case No. MV-2015-0012
Avery County
Dear Permittee:
Donald R. van der Vaart
Secretary
This letter transmits a Notice of Violation and assessment of civil penalty in the amount of $2.78.26 ($119.00 civil penalty
+ $159.26 enforcement costs) against GGCC Utility Inc.
This assessment is based upon the following facts: a review has been conducted of the discharge monitoring report
(DMR) submitted by GGCC Utility Inc for the month of December 2014. This review has shown the subject facility to
be in violation of the discharge limitations and/or monitoring requirements found in NPDES Permit No. NC0023124.
The violations, which occurred in December 2014, are summarized in Attachment A to this letter.
Based upon the above facts, I conclude as a matter of law that GGCC Utility Inc violated the terms, conditions or
requirements of NPDES Permit No. NCO023124 and G.S. 143-215.1(a)(6) in the manner and extent shown in
Attachment A. In accordance with the maximums established by G.S. 143-215.6A(a)(2), a civil penalty may be
assessed against any person who violates the terms, conditions or requirements of a permit required by G.S.
143-215.1(a).
Based upon the above findings of fact and conclusions of law, and in accordance with authority provided by the
Secretary of the Department of Environment and Natural Resources and the Director of the Division of Water
Resources, I, G. Landon Davidson, Regional Supervisor, Asheville Regional Office hereby make the following civil
penalty assessment against GGCC Utility Inc:
2090 U.S. 70 Highway. Swannanoa, NC 28778
Phone: [phone] Internet: wwiv.ncdenr.gov <http://wlalv.nodenr.gov>
An Equal Opportunity's. Affirmative Action Employer - Made in part by recycled paper,

$75.00 for 1 of the 1 failures to properly monitor TOTAL N - Conc in violation of NPDES Permit No.
NC0023124.
$44.00 for 1 of the 1 failures to properly monitor TOTAL P - Conc in violation of NPDES Permit No.
NC0023124.
$119.00 TOTAL CIVIL PENALTY
$159.26 Enforcement Costs
$278.26 TOTAL AMOUNT DUE
Pursuant to G.S. 143-215.6A(c), in determining the amount of the penalty I have taken into account the Findings of Fact
and Conclusions of Law and the factors set forth at G.S. 143B-282.1(b), which are:
(1) The degree and extent of harm to the natural resources of the State, to the public health, or to private property
resulting from the violation;
(2) The duration and gravity of the violation;
(3) The effect on ground or surface water quantity or quality or on air quality;
(4) The cost of rectifying the damage;
(5) ' The amount of money saved by noncompliance;
(6) Whether the violation was committed willfully or intentionally;
(7) The prior record of the violator in complying or failing to comply with programs over which the Environmental
Management Commission has regulatory authority; and
(8) The cost to the State of the enforcement procedures.
Within thirty (30) days of receipt of this notice, you must do one of the following:
(1) Submit payment of the penalty, OR
(2) Submit a written request for remission, OR
(3) Submit a written request for an administrative hearing
Option 1: Submit payment of the penalty:
Payment should be made directly to the order of the Department of Environment and Natural Resources (do not
include waiver form). Payment of the penalty will not foreclose further enforcement action for any continuing or
new violation(s). Please submit payment to the attention of-
NPDES Compliance/Enforcement Unit
Division of Water Resources
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
2

Option 2: Submit a written request for remission or mitigation including a detailed justification for such
request:
Please be aware that a request for remission is limited to consideration of the five factors listed below as they may
relate to the reasonableness of the amount of the civil penalty assessed. Requesting remission is not the proper
procedure for contesting whether the violation(s) occurred or the accuracy of any of the factual statements contained
in the civil penalty assessment document. Because a remission request forecloses the option of an administrative
hearing, such a request must be accompanied by a waiver of your right to an administrative hearing and a stipulation
and agreement that no factual or legal issues are in dispute.. Please prepare a detailed statement that establishes why
you believe the civil penalty should be remitted, and submit it to the Division of Water Resources at the address listed
below. In determining whether a remission request will be approved, the following factors shall be considered:
(1) whether one or more of the civil penalty assessment factors in NCGS 143B-282.1(b) was wrongfully
applied to the detriment of the petitioner;
(2) whether the violator promptly abated continuing environmental damage resulting from the violation;
(3) whether the violation was inadvertent or a result of an accident;
(4) whether the violator had been assessed civil penalties for any previous violations; or
(5) whether payment of the civil penalty will prevent payment for the remaining necessary remedial actions.
Please note that all evidence presented in support of your request for remission must be submitted in writing. The
Director of the Division of the Division of Water Resources will review your evidence and inform you of his decision
in the matter of your remission request. The response will provide details regarding the case status, directions for
payment, and provision for further appeal of the penalty to the Environmental Management Commission's Committee
on Civil Penalty Remissions (Committee). Please be advised that the Committee cannot consider information that
was not part of the original remission request considered by the Director. Therefore, it is very important that you
prepare a complete and thorough statement in support of your request for remission.
In order to request remission, you must complete and submit the enclosed "Request for Remission of Civil Penalties
Waiver of Right to an Administrative Hearing, and Stipulation of Facts" form within thirty (30) dMs of receipt of this
notice. The Division of Water Resources also requests that you complete and submit the enclosed "Justification for
Remission Request."
Both forms should be submitted to the following address:
NPDES Compliance/Enforcement Unit
Division of Water Resources
1617 Mail Service Center "
Raleigh, North Carolina 27699-1617
3

Option 3: File a petition for an administrative hearing with the Office of administrative Hearings:
If you wish to contest any statement in the attached assessment document you must file a petition for an
administrative hearing. You may obtain the petition form from the Office of Administrative Hearings. You must file
the petition with the Office of Administrative Hearings within thirty (30) days of receipt of this notice. A petition is
considered filed when it is received in the Office of Administrative Hearings during normal office hours. The Office of
Administrative Hearings accepts filings Monday through Friday between the hours of 8:00 a.m. and 5:00 p.m.,
except for official state holidays. The petition may be fled by facsimile (fax) or electronic mail by an attached file
(with restrictions) - provided the signed original, one (1) copy and a filing fee (if a filing fee is required by NCGS
§ 150B-23.2) is received in the Office of Administrative Hearings within seven (7) business days following the faxed
or electronic transmission.. You should contact the Office of Administrative Hearings with all questions regarding the
filing fee and/or the details of the filing process.
The mailing address and telephone and fax numbers for the Office of Administrative Hearings are as follows:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714 .
Tel: [phone]
Fax: [phone]
One (1) copy of the petition must also be served on DENR as follows:
Mr. Sam M. Hayes, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, North Carolina 27699-1601
Please indicate the case number (as found on page one of this letter) on the petition.
Failure to exercise one of the options above within thirty (30) days of receipt of this letter, as evidenced by an internal
date/time received stamp (not a postmark), will result in this matter being referred to the Attorney General's Office for
collection of the penalty through a civil action. Please be advised that additional penalties may be assessed for violations
that occur after the review period of this assessment.
4

If you have any questions, please contact Janet Cantwell with the Division of Water Resources staff of the Asheville
Regional Office at [phone] or via email [e-mail].
Sincerely,
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources, NCDENR
By G. Landon Davidson, Regional Supervisor
Water Quality Regional Operations Section
Asheville Regional Office
Division of Water Resources, NCDENR
ATTACHMENTS
Cc: WQS Asheville Regional Office - Enforcement File (w/attachments)
NPDES Compliance/Enforcement Unit - Enforcement File (w/attachments)
Central Files, Water Quality Section (w/attachments)
5

JUSTIFICATION FOR icEMISSION ROUES
Case Number: MV-2015-0012 County: Avery
Assessed Party: GGCC Utility Inc
Permit No.: NCO023124 Amount Assessed: $278.26
Please use this form when requesting remission of this civil penalty. You must also complete the "Request For
Remission, Waiver of Right to an Administrative Hearing, and .Stipulation of Facts" form to request remission of
this civil penalty. You should attach any documents that you believe support your request and are necessary for the
Director to consider in evaluating your request for remission. Please be aware that a request for remission is limited to
consideration of the five factors listed below as they may relate to the reasonableness of the amount of the civil penalty
assessed. Requesting remission is not the proper procedure for contesting whether the violation(s) occurred or the
accuracy of any of the factual statements contained in the civil penalty assessment document. Pursuant to N.C.G.S. §
143B-282.1(c), remission of a civil penalty may be granted only when one or more of the following five factors apply.
Please check each factor that you believe applies to your case and provide a detailed explanation, including copies of
supporting documents, as to why the factor applies (attach additional pages as needed).
(a) one or more of the civil penalty assessment factors in N.C.G.S. 143B-282.1(b) were wrongfully applied to
the detriment of the petitioner (the assessment factors are listed in the civil penalty assessment document);
(b) the violator promptly abated continuing environmental damage resulting from . the violation (i.e., explain the
steps that you took to correct the violation and prevent future occurrences);
(c) the violation was inadvertent or a result of an accident (i.e., explain why the violation was unavoidable or
something you could not prevent or prepare for);
(d) the violator had not been assessed civil penalties for any previous violations;
(e) payment of the civil penalty will prevent payment for the remaining necessary remedial actions (Le.,' explain
how payment of the civil penalty will prevent you from performing the activities necessary to achieve
compliance).
EXPLANATION:

STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
COUNTY OF AVERY
IN THE MATTER OF ASSESSMENT ) WAIVER OF RIGHT TO AN
OF CIVIL PENALTIES AGAINST ) ADMINISTRATIVE HEARING AND
STIPULATION OF FACTS
GGCC Utility Inc )
GGCC Utility WWTP )
)
PERMIT NO. NCO023124 ) CASE NO. W-2015-0012
Having been assessed civil penalties totaling $278.26 for violation(s) as set forth in the assessment document of the
Division of Water Resources dated May 19, 2015, the undersigned, desiring to seek remission of the civil penalty, does
hereby waive the right to an administrative hearing in the above -stated matter and does stipulate that the facts are as
alleged in the assessment document. The undersigned further understands that all evidence presented in support of
remission of this civil penalty must be submitted to the Director of the Division of Water Resources within thirty (30) days
of receipt of the notice of assessment. No new evidence in support of a remission request will be allowed after (30) days
from the receipt of the notice of assessment.
This the
day of
20
SIGNATURE
ADDRESS
TELEPHONE

ATTACHMENT A
GGCC Utility Inc
CASE NUMBER: MV-2015-0012
PERMIT: NCO021124 FACILITY: GGCC Utility WWTP COUNTY: Aver
y REGION: Asheville
1
Violations
MONITORING OUTFALL /
PENALTY REPORT PPI LOCATION PARAMETER
VIOLATION
UNIT OF CALCULATED % OVER
DATE
FREQUENCY
MEASURE LIMIT VALUE LIMIT
VIOLATION TYPE
$75.00 12-2014 001 Effluent TOTAL N - Conc
12/31/14
Quarterly
mg/I
$44.00 12-2014 001 Effluent TOTAL P - Conc
12/31/14
Quarterly
mg/I
Frequency Violation
Frequency Violation

DIVISION OF WATER RESOURCES - CIVIL PENALTY ASSESSMENT (FILE)
Violator: GGCC / NCO023124
(December 2014 DMR)
County: Avery County
Case Number: MV-2015-0012
8 ASSESSMENT FACTORS
As required by G.S. 143-214.6A(c), in determiningthe amount of the penalty I considered the factors
set out in G.S. 143B-282.1(b), which are:
1) The degree and extent of harm to the natural resources of the State, to the public health, or to
private property resulting from the violation;
Potential violations may not be revealed with "Failure to Monitor."
2) The duration and gravity of the violation;
Total Nitrogen and Total Phosphorus were not monitored quarterly per the
requirements of the NPDES permit.
3) The effect on ground or surface water quantity or quality or on air quality,
Potential violations may not be revealed with "Failure to Monitor."
4) The cost of rectifying the damage;
The cost is unknown.
5) The amount of money saved by noncompliance;
The amount of money saved would include the cost of monitoring and analyzing
the TN & TP.
6) Whether the violation was committed willfully or intentionally;
It does not appear to be either.
7) The prior record of the violator in complying or failing to comply with programs over which
the Environmental Management Commission has regulatory authority; and
There has been one civil penalty enforcement in the twelve months prior to this
violation.
8) The cost to the State of the enforcement procedures.
$159.26.
CAS=�•iS�
Date G. Landon Davidson, Regional Supervisor
Water Quality Regional Operations Section
Asheville Regional Office, NCDENR
05/19/2015

EFFLUENT
NPDES PERMIT No. NCO023124 DISCHARGE NO. 001
FACILITY NAME Grandfather Golf CLASS II
OPERATOR IN RESPONSIBLE CHARGE (ORC) Denver Eggers
CERTIFIED LABORATORIES (1) Water Quality Lab & Operations, Inc.
MONTH December YEAR 2014
COUNTY Avery
GRADE II PHONE [phone]
CHECK BOX IF ORC HAS CHANGED [ ] PERSNN(S) COLLECTING SAMPLES Denver. Eggers
Mail ORIGINAL and ONE COPY to:
ATTN: CENTRAL FILES
DIVISION OF WATER QUALITY �; :,` ?r;, =5' `""J (SIGNAT E OF PE RESPONSIBLE CHARGE)
1617 MAIL SERVICE CENTER BY THIS SiGNATUR44 CERTIFY THAT THIS REPORT I- _
RALEIGH, NC 27699-1617 n V�� CCURATE`AND COMPLETE TO THE BEST OF MY KN`MEGD Er1�1
D
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UNIT
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MG/L
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I MGIL
NTU
umhos/cm
MG/L
1
930
0.2
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0.042
10
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9
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0.019
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11
1030
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0.022
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12
1050
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0.020
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13
0.014
UV
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0.014
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800
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0.014
6
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0.2
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17
810
0.1
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0.013
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18
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19
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0.2
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8
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8
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COMP. C 1 GRAB G G
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G
G
MONTHLY LIMIT 0.07
6-9
uY
30/46
9.00
30145
2001400
CM NH3 Limit Nov. - March 17

Facility Status: (Please check one of the following)
All monitoring data and sampling frequencies meet permit requirements
All monitoring data and sampling frequencies do NOT meet permit requirements
If the facility is noncompliant, please comment on corrective actions being taken in respect to equipment, operation, maintenance, etc., and a time table
for improvements to be made.
* = All QC not met. 1 do not feel that the data was effected.
@ = Blank used too much D.O.
= GGA failed
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed
to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the persons or persons who manage the system,
or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
Permittee Address
Permittee ( Please int or ype)
(Signature of Pe ttee)-(Date)
Phone Number
Permit Exp. Date
PARAMETER CODES
00010 Temperature
00556 Oil and Grease
00950 Dissolved Flouride
01077 Silver
39516 PCPS
00065 Steam Stage
00600 Total Nitrogen
01002 Total Arsenic
01087 Total Vanadium
39941 Roundup
00076 Turbidity
00610 Ammonia Nitrogen
01027 Cadmium
01092 Zinc
50047 Maximum Flow during
24-hr. period
00300 Dissolved Oxygen
00625 Total Kjeldahl Nitrogen
01032 Hexavalent Chromium
01105 Total Aluminum
50084 Minimum flow during
24-hr. period
00310 BOD
00665 Total Phosphorous
01034 Chromium
01147 Total selenium
50050 Flow
00340 COD
00720 Cyanide
01037 Total Cobalt
31504 Total Coliform
50060 Total Residual Chlorine
00400 pH
00745 Total Sulfide
01042 Copper
31614 Fecal Coliform, MPN, Tube
71880 Formaldehyde
00500 Total Solids
00927 Total Magnesium
01045 Total Iron
31616 Fecal Coliform
71900 Mercury
00530 TSS
00929 Total Sodium
01051 Lead
32730 Total Phenolics
81318 Ferrocyanides
00545 Settleable Solids
00940 Total Chloride
01067 Nickle
38260 MBAS
85652 Time
The monthly average for fecal coliform is to be reported as a GEOMETRIC mean. Use only units designated in the reporting facility's permit for reporting data.
* ORC must visit facility and document visitation of facility as requires per 15A NCAC 8A .0202 (b) (5) (B).
** If Signed by other than the permittee, delegation of signatory authority must be on file with the state per 15A NCAC 2B .0506 (b) (2) (D).

Permit Enforcement History Details by Owner
5/19/2015
1
Owner: GGCC Utility Inc
Facility: GGCC Utility WWTP
Permit: NCO023124
Region : Asheville
County : Avery
Penalty
Remission Enf
Enf
EMC EMC OAH
Collection
Has
Assessment
Penalty
Enforcement
Request Conf
Remission
Hearing Remission Remission
MemoSent
Total
Balance
Pmt
Case
Case MR Approved
Amount
Costs
Damages Received Held
Amount
Held Amount Amount
To AGO
Paid
Due
Plan
Closed
Number
LV-2005-0390 7-2005 10/6105
$350.00
$100.00
$450.00
$0.00
No
11/4/05
MV-2009-0003 12-2008 4/1/09
$300.00
$65.00
$365.00
$0.00
No
4/15/09
MV-2009-0003 6-2008 4/1/09
$300.00
$65.00
$365.00
$0.00
No
4/15/09
MV-2009-0003 9-2008 4/1/09
$300.00
$65.00
$365.00
$0.00
No
4/15/09
MV-2011-0013 9-2010 3/17/11
$119.00
$67.00
$186.00
$0.00
No
3/29/11
MV-2014-0010 12-2013 7/31/14
$119.00
$147.50
$266.50
$0.00
No
8/20/14
Total Cases: 4 Total Penalty Amount:
$1,488
Total Enforcement Cost:
$509.50
Sum Of Total Paid: $1,997.50
Total Balance Due:
$0.00
Sum of Total Case Penalties:
$1,997.50
Total Penalties After Remissions:
$1,997.50

MONITORING REPORT(MR) VIOLATIONS for:
(" e�y
Report Date: 05/19/15 Page: 1 of 1
PERMIT: NCO023124 FACILITY: GGCC Utility Inc - GGCC Utility WWTP COUNTY: Avery REGION: Asheville
Limit Violation
MONITORING
OUTFALL/
VIOLATION
UNIT OF
CALCULATED
REPORT
PPI
LOCATION
PARAMETER
DATE
FREQUENCY
MEASURE
LIMIT VALUE
Over
VIOLATION TYPE
VIOLATION ACTION
07 - 2012
001
Effluent
Flow, in conduit or thru
07/31/12
Continuous
mgd
0.07 0.071
1.2
Monthly Average
Proceed to NOV
treatment plant
Exceeded
Monitoring Violation
MONITORING
OUTFALL/
VIOLATION
UNIT OF
CALCULATED
REPORT
PPI
LOCATION
PARAMETER
DATE
FREQUENCY
MEASURE
LIMIT VALUE
Over
VIOLATION TYPE
VIOLATION ACTION
09 _ 2010
001
Effluent
Nitrogen, Total (as N) -
09/30/10
Quarterly
mg/I
Frequency Violation
Proceed to
Concentration
Enforcement Case
12 -2013
001
Effluent
Nitrogen, Total (as N) -
12/31/13
Quarterly
mg/I
Frequency Violation
Proceed to
Concentration
Enforcement Case
12 _2014
001
Effluent
Nitrogen, Total (as N) -
12/31/14
Quarterly
mg/I
Frequency Violation
Proceed to
Concentration
Enforcement Case
08_2012
001
Effluent
pH
08/04/12
Weekly
su
Frequency Violation
Proceed to NOV
09 -2010
001
Effluent
Phosphorus, Total (as P) -
09/30/10
Quarterly
mg/I
Frequency Violation
Proceed to
Concentration
Enforcement Case
12-2013
001
Effluent
Phosphorus, Total (as P) -
12/31/13
Quarterly
mg/I
Frequency Violation
Proceed to
Concentration
Enforcement Case
12-2014
001
Effluent
Phosphorus, Total (as P) -
12/31/14
Quarterly
mg/I
Frequency Violation
Proceed to
Concentration
Enforcement Case
08 - 2012
001
Effluent
Temperature, Water Deg.
08/04/12
Weekly
deg c
Frequency Violation
Proceed to NOV
Centigrade

N
Wafer Qualify Lab & Operations, Inc.
PO Box1167, Banner Elk, NC, 28604
Phone:[phone] Fax:[phone]
May 5, 2015
Mr. G. Landon Davidson, P.G.
Regional Supervisor, Water Quality Regional Operations
NCDENR
2090 US Hwy 70
Swannanoa, NC 28778
Re: Notice of Violation NOV-2015-MV-0060, GGCC Utility, Inc.
Dear Mr. Davidson:
It is with the deepest regret that we must inform you that the aforementioned Notice of Violation
is valid in what it contains: ' the Total Nitrogen Total Phosphorous sample for Grandfather Golf
and Country Club for the 4f Quarter of 2014 was inadvertently omitted from collection.
To prevent a similar incident in the future, we have implemented an additional preventative
measure by creating an electronic calendar notification system. This will bolster our sampling
procedure and allow us to move forward without further incident.
The I" Quarter 2015 Total Nitrogen Total Phosphorous sample was collected in the first week of
January, and the 2nd Quarter 2015 will be collected this week. Results of the upcoming test will
be forthcoming and included on the May 2015 DMR. We have reviewed the and approved the
afore mentioned measures with Mr. Ted Nye with GGCC Utility, Inc.
If there are any questions or concerns, or any way I can be of assistance, please do not hesitate to
contact me.
Sincer
Paul Isenhour
President
Water Quality Lab and Operations, Inc.
cc: Ted Nye, GGCC Utility, Inc.
Division of Water Resources
MAY - ? 2015
Water Ouality Regional Operations
Asheville R-egionai Office

PPPPPPP'
-" Water Quality Lab & Operations, Inc. �
PO Box1167, Banner Elk, NC, 28604
Phone:[phone] Fax:[phone]
May 5, 2015
Mr. G. Landon Davidson, P.G.
Regional Supervisor, Water Quality Regional Operations
NCDENR
2090 US Hwy 70
Swannanoa, NC 28778
Re: Notice of Violation NOV-2015-MV-0060, GGCC Utility, Inc.
Dear Mr. Davidson:
It is with the deepest regret that we must inform you that the aforementioned Notice of Violation
is valid in what it contains: the Total Nitrogen Total Phosphorous sample for Grandfather Golf
and Country Club for the 41h Quarter of 2014 was inadvertently omitted from collection.
To prevent a similar incident in the future, we have implemented an additional preventative
measure by creating an electronic calendar notification system. This will bolster our sampling
procedure and allow us to move forward without further incident.
The 1" Quarter 2015 Total Nitrogen Total Phosphorous sample was collected in the first week of
January, and the 2nd Quarter 2015 will be collected this week. Results of the upcoming test will
be forthcoming and included on the May 2015 DMR. We have reviewed the and approved the
afore mentioned measures with Mr. Ted Nye with GGCC Utility, Inc.
If there are any questions or concerns, or any way I can be of assistance, please do not hesitate to
contact me.
Sincer
Paul Isenhour
President
Water Quality Lab and Operations, Inc.
cc: Ted Nye, GGCC Utility, Inc.
RECEIVED
Division of Water Resources
M AY - 7 2015
Water Quality Regional Operations
Asheville Regional Office

PWFP'
RCDENR
Subject: Notice of Violation and
Recommendation, for Enforcement'
Tracking #: NOV-2015-NW70060
GGCC Utility WWTP
NPDES Permit No. NCO023124
Avery County
Dear Mr. Nye:
A review of the December 2014 self -monitoring report for the -subject facility revealed violations of the
following parameters:
Date
Outfall
Parameter
Frequency
Violation
12/3 U2014
001
Total Nitrogen
Quarterly
Failure to Monitor
.12/31/2014
001
Total ,Phosphorns
Quarterly
Failure to Monitor
A Notice of Violation/ Notice of Recommendation for Enforcement (NOV/ NRE) is being issued for the
noted violation of North Carolina General Statute (G.S.) 143-215.1 and NPDES Permit No. NC0023124.
Pursuant to G.S. 143-215.6A, a civil penalty of not more than twenty-five thousand dollars ($25,000.00) may be
assessed against any person who violates or fails to actin accordance with the terms, conditions, or
requirements of any permit issued pursuant to G.S. 143-215.1. If you wish to provide additional information
regarding,the noted violation, request technical assistance, or discuss overall compliance please respond in
writing within ten (10) daysafter receipt of this Notice. A review of your response will be.considered along
with any information provided on the December 2014 Discharge Monitoring Report. You will then be notified
of any civil penalties that may be assessed regarding the violations. If no response is received in this Office
within the 10-day period, a civil penalty assessment may be prepared.
Water Quality Regional Operations —Asheville Regional Office
2090 U.S. Highway 70, Swannanoa, North Carolina 28778
Phone, [phone] FAY* [phone]
Internet hftp:11poqal.ncdenrorg/web,*
An Equal Op ortunityl Affirmative Adon Employer
I . p

P' Mr. Ted Nye
April 27, 2015
Page Two
Remedial actions, if not already implemented, should be taken to correct any problems. The Division of
Water Resources may pursue enforcement actions for this and any additional violations. If the violations are of
a continuing nature, not related to operation and/or maintenance problems, and you anticipate remedial
construction activities, then you may wish to,considefapplying for a Special Order by Consent. You may
contact this office for additional information.
If you have questions concerning this matter, please do not hesitate to contact Janet Cantwell or
me at 828/296-4500.
Sincerely,
6. -Landon-Davidsorr; G—, Regional -Supervisor
Water Quality Regional Operations, NCDENR
Asheville Regional Office
cc: WQ Asheville Files
MSC 1617-Central Files -Basement
WQ Enforcement/ NPDES Point Source Branch
;-NI,k dtx

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North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Certified Mail # 7014 0510 0000 4466 5825
Return Receipt Requested
May 19, 2015
Ted Nye
GGCC Utility Inc
PO Box 368
Linville, NC 28646-0368
SUBJECT: Notice of Violation and Assessment of Civil Penalty
for Violations of North Carolina General Statute (G.S.) 143-215.1(a)(6)
and NPDES Permit No. NCO023124
GGCC Utility Inc
GGCC Utility W WTP
Case No. MV-2015-0012
Avery County
Dear Permittee:
Donald R. van der Vaart
Secretary
This letter transmits a Notice of Violation and assessment of civil penalty in the amount of $278.26 ($119.00 civil penalty
+ $159.26 enforcement costs) against GGCC Utility Inc.
This assessment is based upon the following facts: a review has been conducted of the discharge monitoring report
(DMR) submitted by GGCC Utility Inc for the month of December 2014. This review has shown the subject facility to
be in violation of the discharge limitations and/or monitoring requirements found in NPDES Permit No. NC0023124.
The violations, which occurred in December 2014, are summarized in Attachment A to this letter.
Based upon the above facts, I conclude as a matter of law that GGCC Utility Inc violated the terms, conditions or
requirements of NPDES Permit No. NCO023124 and G.S. 143-215.1(a)(6) in the manner and extent shown in
Attachment A. In accordance with the maximums established by G.S. 143-215.6A(a)(2), a civil penalty may be
assessed against any person who violates the terms, conditions or requirements of a permit required by G.S.
143-215.1(a).
Based upon the above findings of fact and conclusions of law, and in accordance with authority provided by the
Secretary of the Department of Environment and Natural Resources and the Director of the Division of Water
Resources, I, G. Landon Davidson, Regional Supervisor, Asheville Regional Office hereby make the following civil
penalty assessment against GGCC Utility Inc:
2090 U.S. 70 Highway, Swannanoa, NC 28778
Phone: [phone] \ Internet: wwvw.ncdenr.gov <http:/h�tivw.nedenr.gov>
An Equal Opporn unity \ Affirmative Action Employer - Made in part by recycled paper

$75.00 for 1 of the 1 failures to properly monitor TOTAL N - Conc in violation of NPDES Permit No.
NC0023124.
$44.00 for 1 of the 1 failures to properly monitor TOTAL P - Conc in violation of NPDES Permit No.
NC0023124.
$119.00 TOTAL CIVIL PENALTY
$159.26 Enforcement Costs
$278.26 TOTAL AMOUNT DUE
Pursuant to G.S. 143-215.6A(c), in determining the amount of the penalty I have taken into account the Findings of Fact
and Conclusions of Law and the factors set forth at G.S. 143B-282.1(b), which are:
(1) The degree and extent of harm to the natural resources of the State, to the public health, or to private property
resulting from the violation;
(2) The duration and gravity of the violation;
(3) The effect on ground or surface water quantity or quality or on air quality;
(4) The cost of rectifying the damage;
(5) The amount of money saved by noncompliance;
(6) Whether the violation was committed willfully or intentionally;
(7) The prior record of the violator in complying or failing to comply with programs over which the Environmental
Management Commission has regulatory authority; and
(8) The cost to the State of the enforcement procedures.
Within thirty (30) days of receipt of this notice, you must do one of the following:
(1) Submit payment of the penalty, OR
(2) Submit a written request for remission, OR
(3) Submit a written request for an administrative hearing
Option 1: Submit payment of the penalty:
Payment should be made directly to the order of the Department of Environment and Natural Resources (do not
include waiver form). Payment of the penalty will not foreclose further enforcement action for any continuing or
new violation(s). Please submit payment to the attention of.
NPDES Compliance/Enforcement Unit
Division of Water Resources
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
N

Option 2: Submit a written request for remission or mitigation including a detailed justification for such
request:
Please be aware that a request for remission is limited to consideration of the five factors listed below as they may
relate to the reasonableness of the amount of the civil penalty assessed. Requesting remission is not the proper
procedure for contesting whether the violation(s) occurred or the accuracy of any of the factual statements contained
in the civil penalty assessment document. Because a remission request forecloses the option of an administrative
hearing, such a request must be accompanied by a waiver of your right to an administrative hearing and a stipulation
and agreement that no factual or legal issues are in dispute. Please prepare a detailed statement that establishes why
you believe the civil penalty should be remitted, and submit it to the Division of Water Resources at the address listed
below. In determining whether a remission request will be approved, the following factors shall be considered:
(1) whether one or more of the civil penalty assessment factors in NCGS 143B-282.1(b) was wrongfully
applied to the detriment of the petitioner;
(2) whether the violator promptly abated continuing environmental damage resulting from the violation;
(3) whether the violation was inadvertent or a result of an accident;
(4) whether the violator had been assessed civil penalties for any previous violations; or
(5) whether payment of the civil penalty will prevent payment for the remaining necessary remedial actions.
Please note that all evidence presented in support of your request for remission must be submitted in writing. The
Director of the Division of the Division of Water Resources will review your evidence and inform you of his decision
in the matter of your remission request. The response will provide details regarding the case status, directions for
payment, and provision for further appeal of the penalty to the Environmental Management Commission's Committee
on Civil Penalty Remissions (Committee). Please be advised that the Committee cannot consider information that
was not part of the original remission request considered by the Director. Therefore, it is very important that you
prepare a complete and thorough statement in support of your request for remission.
In order to request remission, you must complete and submit the enclosed "Request for Remission of Civil Penalties,
Waiver of Right to an Administrative Hearing, and Stipulation of Facts" form within thirty (30) dgys of receipt of this
notice. The Division of Water Resources also requests that you complete and submit the enclosed "Justification for
Remission Request."
Both forms should be submitted to the following address:
NPDES Compliance/Enforcement Unit
Division of Water Resources
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
3

Option 3: File a petition for an administrative hearing with the Office of Administrative Hearings:
If you wish to contest any statement in the attached assessment document you must file a petition for an
administrative hearing. You may obtain the petition form from the Office of Administrative Hearings. You must file
the petition with the Office of Administrative Hearings within thirty (30) days of receipt of this notice. A petition is
considered filed when it is received in the Office of Administrative Hearings during normal office hours. The Office of
Administrative Hearings accepts filings Monday through Friday between the hours of 8:00 a.m. and 5:00 p.m.,
except for official state holidays. The petition may be filed by facsimile (fax) or electronic mail by an attached file
(with restrictions) - provided the signed original, one (1) copy and a filing fee (if a filing fee is required by NCGS
§150B-23.2) is received in the Office of Administrative Hearings within seven (7) business days following the faxed
or electronic transmission. You should contact the Office of Administrative Hearings with all questions regarding the
filing fee and/or the details of the filing process.
The mailing address and telephone and fax numbers for the Office of Administrative Hearings are as follows:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Tel: [phone]
Fax: [phone]
One (1) copy of the petition must also be served on DENR as follows:
Mr. Sam M. Hayes, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, North Carolina 27699-1601
Please indicate the case number (as found on page one of this letter) on the petition.
Failure to exercise one of the options above within thirty (30) days of receipt of this letter, as evidenced by an internal
date/time received stamp (not a postmark), will result in this matter being referred to the Attorney General's Office for
collection of the penalty through a civil action. Please be advised that additional penalties may be assessed for violations
that occur after the review period of this assessment.
4

If you have any questions, please contact Janet Cantwell with the Division of Water Resources staff of the Asheville
Regional Office at [phone] or via email [e-mail].
Sincerely,
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources, NCDENR
By G. Landon Davidson, Regional Supervisor
Water Quality Regional Operations Section
Asheville Regional Office
Division of Water Resources, NCDENR
ATTACHMENTS
Cc: WQS Asheville Regional Office - Enforcement File (w/attachments)
NPDES Compliance/Enforcement Unit - Enforcement File (w/attachments)
Central Files, Water Quality Section (w/attachments)
5

JUSTIFICATION FOR REMISSION REQUEST
Case Number: W-2015-0012 County: Avery
Assessed Party: GGCC Utility Inc
Permit No.: NC0023124 Amount Assessed: $278.26
Please use this form when requesting remission of this civil penalty. You must also complete the "Request For
Remission, Waiver of Right to an Administrative Hearing, and Stipulation of Facts" form to request remission of
this civil penalty. You should attach any documents that you believe support your request and are necessary for the
Director to consider in evaluating your request for remission. Please be aware that a request for remission is limited to
consideration of the five factors listed below as they may relate to the reasonableness of the amount of the civil penalty
assessed. Requesting remission is not the proper procedure for contesting whether the violation(s) occurred or the
accuracy of any of the factual statements contained in the civil penalty assessment document. Pursuant to N.C.G.S. §
143B-282.1(c), remission of a civil penalty may be granted only when one or more of the following five factors apply.
Please check each factor that you believe applies to your case and provide a detailed explanation, including copies of
supporting documents, as to why the factor applies (attach additional pages as needed).
(a) one or more of the civil penalty assessment factors in N.C.G.S. 143B-282.1(b) were wrongfully applied to
the detriment of the petitioner (the assessment factors are listed in the civil penalty assessment document);
(b) the violator promptly abated continuing environmental damage resulting from the violation (i.e., explain the
steps that you took to correct the violation and prevent future occurrences);
(c) the violation was inadvertent or a result of an accident (i.e., explain why the violation was unavoidable or
something you could not prevent or prepare for);
(d) the violator had not been assessed civil penalties for any previous violations;
(e) payment of the civil penalty will prevent payment for the remaining necessary remedial actions (i.e., explain
how payment of the civil penalty will prevent you from performing the activities necessary to achieve
compliance).
EXPLANATION:

STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
COUNTY OF AVERY
IN THE MATTER OF ASSESSMENT ) WAIVER OF RIGHT TO AN
OF CIVIL PENALTIES AGAINST ) ADMINISTRATIVE HEARING AND
STIPULATION OF FACTS
GGCC Utility Inc )
GGCC Utility WWTP )
PERMIT NO. NCO023124 ) CASE NO. MV-2015-0012
Having been assessed civil penalties totaling $278.26 for violation(s) as set forth in the assessment document of the
Division of Water Resources dated May 19, 2015, the undersigned, desiring to seek remission of the civil penalty, does
hereby waive the right to an administrative hearing in the above -stated matter and does stipulate that the facts are as
alleged in the assessment document. The undersigned further understands that all evidence presented in support of
remission of this civil penalty must be submitted to the Director of the Division of Water Resources within thirty (30) days
of receipt of the notice of assessment. No new evidence in support of a remission request will be allowed after (30) days
from the receipt of the notice of assessment.
This the day of , 20
SIGNATURE
ADDRESS
TELEPHONE

DIVISION OF WATER RESOURCES - CIVIL PENALTY ASSESSMENT (FILE)
Violator: GGCC / NCO023124
(December 2014 DMR)
County: Avery County
Case Number: MV-2015-0012
8 ASSESSMENT FACTORS
As required by G.S. 143-214.6A(c), in determining the amount of the penalty I considered the factors
set out in G.S. 143B-282.1(b), which are:
1) The degree and extent of harm to the natural resources of the State, to the public health, or to
private property resulting from the violation;
Potential violations may not be revealed with "Failure to Monitor."
2) The duration and gravity of the violation;
Total Nitrogen and Total Phosphorus were not monitored quarterly per the
requirements of the NPDES permit.
3) The effect on ground or surface water quantity or quality or on air quality;
Potential violations may not be revealed with "Failure to Monitor."
4) The cost of rectifying the damage;
The cost is unknown.
5) The amount of money saved by noncompliance;
The amount of money saved would include the cost of monitoring and analyzing
the TN & TP.
6) Whether the violation was committed willfully or intentionally;
It does not appear to be either.
7) The prior record of the violator in complying or failing to comply with programs over which
the Environmental Management Commission has regulatory authority; and
There has been one civil penalty enforcement in the twelve months prior to this
violation.
8) The cost to the State of the enforcement procedures.
$159.26.
Date G. Landon Davidson, Regional Supervisor
Water Quality Regional Operations Section
Asheville Regional Office, NCDENR
05119/2015

ATTACHMENT A
GGCC Utility Inc
CASE NUMBER: MV-2015-0012
PERMIT: NCO023124 FACILITY: GGCC Utility WWTP COUNTY: Avery REGION: Asheville
Monitoring Violations
MONITORING OUTFALL / VIOLATION UNIT OF CALCULATED % OVER
PENALTY REPORT PPI LOCATION PARAMETER DATE FREQUENCY MEASURE LIMIT VALUE LIMIT VIOLATION TYPE
$75.00 12-2014 001 Effluent TOTAL N - Conc 12/31/14 Quarterly mg/I Frequency Violation
$44.00 12-2014 001 Effluent TOTAL P - Conc 12/31/14 Quarterly mg/I Frequency Violation

EFFLUENT
NPDES PERMIT No. NCO023124 DISCHARGE NO. 001 MONTH December YEAR 2014
FACILITY NAME Grandfather Golf CLASS II COUNTY Avery
OPERATOR IN RESPONSIBLE CHARGE (ORC) Denver Eggers GRADE II PHONE [phone]
CERTIFIED LABORATORIES (1) Water Quality Lab & Operations, Inc. .
CHECK BOX IF ORC HAS CHANGED [ ] PER N(S) COLLECTING SAMPLES Denver. Eggers
Mail ORIGINAL and ONE COPY to:
ATTN: CENTRAL FILES x,:
DIVISION OF WATER QUALITY (SIGNAT E OF PE RESPONSIBLE CHARGE) (DATE)
1617 MAIL SERVICE CENTER BY THIS SIGNATUR CERTIFY THAT THIS REPORT Iq�j 6 r
RALEIGH, NC 27699-1617 n n V CCURATE"'AND COMPLETE TO THE BEST OF MY KN& L �1�I
50050
00010
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NH3 Lint Nov. - March 27

Facility Status: (Please check one ofthe following)
All monitoring data and sampling frequencies meet permit requirements
All monitoring data and sampling frequencies do NOT meet permit requirements
If the facility is noncompliant, please comment on corrective actions being taken in respect to equipment, operation, maintenance, etc., and a time table
for improvements to be made.
' = All QC not met. I do not feel that the data was effected.
@ = Blank used too much D.O.
" = GGA failed
"I certify, under penalty of law , that this document and all attachments were prepared under my direction or supervision in accordance with a system designed
to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the persons or persons who manage the system,
or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
Permittee Address
Permittee ( Please int or ype) f
(Signature of Per ttee)' Ull (Date)
1 ' 1/3112005
Phone Number
Permit Exp. Date
PARAMETER CODES
00010 Temperature
00556 Oil and Grease
00950 Dissolved Flouride
01077 Silver
39516 PCPS
00065 Steam Stage
00600 Total Nitrogen
01002 Total Arsenic
01087 Total Vanadium
39941 Roundup
00076 Turbidity
00610 Ammonia Nitrogen
01027 Cadmium
01092 Zinc
50047 Maximum Flow during
24-hr. period
00300 Dissolved Oxygen
00625 Total Kjeldahl Nitrogen
01032 Hexavalent Chromium
01105 Total Aluminum
50084 Minimum flow during
24-hr. period
00310 BOD
00665 Total Phosphorous
01034 Chromium
01147 Total selenium
50050 Flow
00340 COD
00720 Cyanide
01037 Total Cobalt
31504 Total Coliform
50060 Total Residual Chlorine
00400 pH
00745 Total Sulfide
01042 Copper
31614 Fecal Coliform, MPN, Tube
71880 Formaldehyde
00500 Total Solids
00927 Total Magnesium
01045 Total Iron
31616 Fecal Coliform
71900 Mercury
00530 TSS
00929 Total Sodium
01051 Lead
32730 Total Phenolics
81318 Ferrocyanides
00545 Settleable Solids
00940 Total Chloride
01067 Nickle
38260 MBAS
85652 Time
The monthly average for fecal coliform is to be reported as a GEOMETRIC mean. Use only units designated in the reporting facility's permit for reporting data.
' ORC must visit facility and document visitation of facility as requires per 15A NCAC 8A .0202 (b) (5) (B).
"" If Signed by other than the permittee, delegation of signatory authority must be on file with the state per 15A NCAC 213.0506 (b) (2) (D).

Wafer Quality Lab & Operations, Inc.
PO Box 1167, Banner Elk, NC, 28604
Phone:[phone] Fax:[phone]
May 5, 2015
Mr. G. Landon Davidson, P.G.
Regional Supervisor, Water Quality Regional Operations
NCDENR
2090 US Hwy 70
Swannanoa, NC 28778
Re: Notice of Violation NOV-2015-MV-0060, GGCC Utility, Inc.
Dear Mr. Davidson:
It is with the deepest regret that we must inform you that the aforementioned Notice of Violation
is valid in what it contains: the Total Nitrogen Total Phosphorous sample for Grandfather Golf
and Country Club for the 4th Quarter of 2014 was inadvertently omitted from collection.
To prevent a similar incident in the future, we have implemented an additional preventative
measure by creating an electronic calendar notification system. This will bolster our sampling
procedure and allow us to move forward without further incident.
The lst Quarter 2015 Total Nitrogen Total Phosphorous sample was collected in the first week of
January, and the 2nd Quarter 2015 will be collected this week. Results of the upcoming test will
be forthcoming and included on the May 2015 DMR. We have reviewed the and approved the
afore mentioned measures with Mr. Ted Nye with GGCC Utility, Inc.
If there are any questions or concerns, or any way I can be of assistance, please do not hesitate to
contact me.
Sincer ,
Paul Isenhour
President
Water Quality Lab and Operations, Inc.
Division of Water Resources
cc: Ted Nye, GGCC Utility, Inc. I MAY _ 7 2015
Water Quality Regional Operations
Ashevi{le Regional Office

MONITORING REPORT(MR) VIOLATIONS for: Report Date: 05/19/15 Page: 1 of 1
PERMIT: NCO023124
FACILITY: GGCC Utility Inc - GGCC Utility WWTP
COUNTY: Avery
REGION: Asheville
Limit Violation
MONITORING
OUTFALL/
VIOLATION
UNIT OF
CALCULATED
REPORT
PPI
LOCATION
PARAMETER
DATE
FREQUENCY
MEASURE
LIMIT VALUE
Over
VIOLATION TYPE
VIOLATION ACTION ".
07 _ 2012
001
Effluent
Flow, in conduit or thru
07/31/12
Continuous
mgd
0.07 0.071
1.2
Monthly Average
Proceed to NOV
treatment plant
Exceeded
Monitoring Violation
MONITORING
OUTFALL/
VIOLATION
UNIT OF
CALCULATED
REPORT
PPI
LOCATION.
PARAMETER
DATE
FREQUENCY
MEASURE
LIMIT VALUE
Over
VIOLATION TYPE
VIOLATION ACTION
09 -2010
001
Effluent
Nitrogen, Total (as N) -
09/30/10
Quarterly
mg/I
Frequency Violation
Proceed to
Concentration
Enforcement Case
12-2013
001
Effluent
Nitrogen, Total (as N) -
12/31/13
Quarterly
mg/I
Frequency Violation
Proceed to
Concentration
Enforcement Case
12-2014
001
Effluent
Nitrogen, Total (as N)-
12/31/14
Quarterly
mg/I
Frequency Violation
Proceed to
Concentration
Enforcement Case
08-2012
001
Effluent
pH
08/04/12
Weekly
su
Frequency Violation
Proceed to NOV
09-2010
001
Effluent
Phosphorus, Total (as P) -
09/30/10
Quarterly
mg/I
Frequency Violation
Proceed to
Concentration
Enforcement Case
12_2013
001
Effluent
Phosphorus, Total (as P) -
12/31/13
Quarterly
mg/I
Frequency Violation
Proceed to
Concentration
Enforcement Case
12 _ 2014
001
Effluent
Phosphorus, Total (as P) -
12/31/14
Quarterly
mg/I
Frequency Violation
Proceed to
Concentration
Enforcement Case
08-2012
001
Effluent
Temperature, Water Deg.
08/04/12
Weekly
deg c
Frequency Violation
Proceed to NOV
Centigrade

Permit Enforcement History Details by Owner
5/19/2015
1
Owner": GGCC Utility Inc
Facility: GGCC Utility WWTP
Permit: NCO023124
Region: Asheville
County : Avery
Penalty
Remission Enf
Enf
EMC EMC OAH
Collection
Has
Assessment
Penalty
Enforcement
Request Conf
Remission
Hearing Remission Remission
MemoSent
Total
Balance
Pmt
Case
Case MR Approved
PP
Amount
Costs
Damages Received Held
Amount
Held Amount Amount
To AGO
Paid
Due
Plan
Closed
Number
LV-2005-0390 7-2005 10/6/05
$350.00
$100.00
$450.00
$0.00
No
11/4/05
MV-2009-0003 12-2008 4/1/09
$300.00
$65.00
$365.00
$0.00
No
4/15/09
MV-2009-0003 6-2008 4/1/09
$300.00
$65.00
$365.00
$0.00
No
4/15/09
MV-2009-0003 9-2008 411/09
$300.00
$65.00
$365.00
$0.00
No
4115/09
MV-2011-0013 9-2010 3/17/11
$119.00
$67.00
$186.00
$0.00
No
3/29/11
MV-2014-0010 12-2013 7/31/14
$119.00
$147.50
$266.50
$0.00
No
8/20/14
Total Cases: 4 Total Penalty Amount:
$1,488
Total Enforcement Cost:
$509.50
Sum Of Total Paid: $1,997.50
Total Balance Due:
$0.00
Sum of Total Case Penalties:
$1,997.50
Total Penalties After Remissions:
$1,997.50

.Pat McCrory
Governor
NCDENR Vi
L.North Carolina Department of Environment and Natural Resource,
sJ �-
April 27, 2015
CERTIFIED MAIL
RETURN RECEIPT REQUESTED - 7014 0610 0000 4466 0661
Mr. Ted Nye
GGCC Utility Inc.
P.O. Box 368
Linville, North Carolina 28646-0368
Dear Mr. Nye:
Donald R. van der Vaart
Secretary
Subj ect: Notice of Violation and
Recommendation for Enforcement
Tracking #:. NOV-2015-MV-0060
GGCC Utility WWTP
NPDES Permit No. NCO023124
Avery County
A review of the December 2014 self -monitoring report for the subject facility revealed violations of the
following parameters:
Date
Outfall
Parameter
Frequency
Violation
12/31/2014
001
Total Nitrogen
Quarterly
Failure to Monitor
12/31/2014
001
Total Phosphorus.
Quarterly
Failure to Monitor
A Notice of Violation/ Notice of Recommendation for Enforcement (NOV/ NRE) is being issued for the
noted violation of North Carolina General Statute (G.S.) 143-215.1 and NPDES Permit No. NC0023124.
Pursuant to G.S. 143-215.6A, a civil penalty of not more than twenty-five thousand dollars ($25,000.00) may be
assessed against any person who violates or fails to act in accordance with the terms, conditions, or
requirements of any permit issued pursuant to G.S. 143-215.1. If you wish to provide additional information
regarding the noted violation, request technical assistance, or discuss overall compliance please respond in
writing within ten (10) days after receipt of this Notice. A review of your response will be considered along
with any information provided on the December 2014 Discharge Monitoring Report. You will then be notified
of any. civil penalties that may be assessed regarding the violations. If no response is received in this Office
within the 10-day period, a civil -penalty assessment may be prepared.
Water Quality Regional Operations —Asheville Regional Office
2090 U.S. Highway 70, Swannanoa, North Carolina 28778
Phone: [phone] FAX: [phone]
Internet: http://portal.ncdenr.org/weblwq
An Equal Opportunity/ Affirmative Action Employer
ra

Mr. Ted Nye y
April 27, 2015
Page Two
Remedial actions, if not already implemented, should be taken to correct any problems. The Division of
Water. Resources may pursue enforcement actions for this and any additional violations. If the violations are of
a continuing nature, not related to operation and/or maintenance problems, and you anticipate remedial
construction activities, then you may wish to consider applying for a Special Order by Consent. You may
contact this office for additional information.
If you have questions concerning this matter, please do not hesitate to contact Janet Cantwell or
me at 828/296-4500.
Sincerely,
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations, NCDENR
Asheville Regional Office
c7c-..' LWRJAsh&-i1MKF-T1Fs
MSC 1617-Central.Files-Basement
WQ Enforcement/ NPDES Point Source Branch
4eeiyl�VaStew ate r`.\$nors:GGC'C Utility?: 73411,\0V ;NRE-1015,MV-0060.doc

4
NCDEN
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
April 27, 2015
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 7014 0510 0000 4466 0561
Mr. Ted Nye
GGCC Utility Inc.
P.O. Box 368
Linville, North Carolina 28646-0368
Subject: Notice of Violation and
Recommendation for Enforcement
Tracking #: NOV-2015-MV-0060
GGCC Utility WWTP
NPDES Permit No. NCO023124
Avery County
Dear Mr. Nye:
A review of the December 2014 self -monitoring report for the subject facility revealed violations of the
following parameters:
Date
Outfall
Parameter
Frequency
Violation
12/31/2014
001
Total Nitrogen
Quarterly
Failure to Monitor
12/31/2014
001
Total Phosphorus
Quarterly
Failure to Monitor
A Notice of Violation/ Notice of Recommendation for Enforcement (NOV/ NRE) is being issued for the
noted violation of North Carolina General Statute (G.S.) 143-215.1 and NPDES Permit No. NC0023124.
Pursuant to G.S. 143-215.6A, a civil penalty of not more than twenty-five thousand dollars ($25,000.00) may be
assessed against any person who violates or fails to act in accordance with the terms, conditions, or
requirements of any permit issued pursuant to G.S. 143-215.1. If you wish to provide additional information
regarding the noted violation, request technical assistance,. or discuss overall compliance please respond in
writing within ten (10) days after receipt of this Notice. A review of your response will be considered along
with any information provided on the December 2014 Discharge Monitoring Report. You will then be notified
of any civil penalties that may be assessed regarding the violations. If no response is received in this Office
within the 10-day period, a civil penalty assessment may be prepared.
Water Quality Regional Operations —Asheville Regional Office
2090 U.S. Highway 70, Swannanoa, North Carolina 28778
Phone: [phone] FAX: [phone]
Internet: hftp://portal.ncdenr.org/web/wq
An Equal Opportunity/ Affirmative Action Employer

Mr. Ted Nye
April 27, 2015
Page Two
Remedial actions, if not already implemented, should be taken to correct any problems. The Division of
Water Resources may pursue enforcement actions for this and any additional violations. If the violations are of
a continuing nature, not related to operation and/or maintenance problems, and you anticipate remedial
construction activities, then you may wish to consider applying for a Special Order by Consent. You may
contact this office for additional information.
If you have questions concerning this matter, please do not hesitate to contact Janet Cantwell or
me at 828/296-4500.
Sincerely,
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations, NCDENR
Asheville Regional Office
cc: WQ Asheville Files
MSC 1617-Central Files -Basement
WQ Enforcement/ NPDES Point Source Branch
G.\�i`R`:�VQ'..:very`.�1'a;te,vatu'_�taers.GGCC' Utility 2313:LN0V-\RE-2015-1N-rxx:0 doc

GRANDFATHER RECEt1/ED
GOLF & COUNTRY CLUB Division of water Resources
LINVILLE, NORTH CAROLINA
APR 13 2015
Water Quarity Regional Operaffons
Asheville Regional office
March 16, 2015
Ms. Linda Wiggs
Environmental Senior Specialist
NCDENR — DWR
1617 Mail Service Center
t Raleigh, North Carolina 27699-1617
RE: Moratorium Waiver Request
GGCC Utility, Inc.
Linville, North Carolina
Dear Ms. Wiggs:
Our Office received a letter from NCDENR dated April 30, 2012 which imposed a sewer
line,moratorium on GGCC Utility, Inc. (GGCC). The GGCC WWTP is permitted to discharge
up t4-0.070 million gallons per day (MGD): GGCC has been working with McGill Associates,
P.A: (McGill) since 2010 on various utility projects. After consulting with McGill, GGCC offers
this letter in response to the imposed sewer line extension moratorium.
One of the utility projects which McGill has assisted GGCC on is the Sanitary Sewer
Evaluation Study (SSES) which endeavored to assess the condition of the sewer collection
system and identify sources of extraneous flow tributary to the GGCC WWTP. Through the
process of the SSES a significant source of infiltration and inflow (I/I) was identified and
repaired. As a result of the repair, average wastewater flow to the GGCC WWTP has been
reduced to a value well below the 80 percent threshold (0.056 MGD) referenced by 15A NCAC
02T .0118.
GGCC currently provides sanitary sewer service to 192 residential customers, as well as
its administration building, guardhouse, swim beach and clubhouse. The existing GGCC sewer
service area encompasses roughly one-half (1/2) of the development with wastewater disposal
for the remaining residences being provided by private septic systems. There are minimal
remaining areas within the GGCC boundaries where planned residential development could
occur. Additionally, GGCC has no future plans to extend the sewer collection system to the
existing residences that are currently on private septic systems. Any future collection system
extensions would be incremental only and based on the individual circumstances associated with
the residence or club facility.
P.O. Box 368, Linville, NC 28646 [phone] www.GrandfatherClubNC.com

Enclosed with this letter are two (2) documents which illustrate the effort to reduce
extraneous wastewater flow and document the resulting flows observed at the WWTP which are
well below the 80% threshold. Average daily flow for the WWTP in 2014 was 0.030 MGD or
42.26% of the permitted capacity (0.070 MGD)., Also enclosed for your records is a copy of the
SSES prepared by McGill. Based on this documentation, GGCC respectfully requests that the
moratorium imposed on April 30, 2012 be lifted.
Currently, GGCC has plans to lengthen its driving range which will impact the existing
septHe , ste�a providing s )X service to its °' terua s I. c l'atity. The indoor tennis facility has
------------
an estimate aily flog 1 ahl 's per day. The sewer sys em extension to serve this GGCC
facility will include approximatel- 90 � 1tnear de-t-of gravity sewer.OW
In addition to the indoor tennis facility there is potential for a new residence to be
constructed within GGCC which would require a 1,800 linear foot extension -of sewer
collection system to provide sewer service to the new residence. At this time, the proposed
residence d other neighboring residences are estimated to contribute a total of approximately
6,240 gallons per day to the GGCC sewer collection system. When considering both of the
current planned additions to the GGCC sewer collection system along with the current average
daily flow to the WWTP it is evident that the current potential extensions will not cause the
WWTP to exceed 80% of its treatment capacity 0.056 MGD (0.030 + 0.00624 = 0.03624 MGD).
I trust that this letter will adequately address the issue of current and eminent wastewater
treatment needs for GGCC Utility, Inc. If you have any questions or require additional
information regarding this matter, please feel free to contact me at 828-898-4531 or Mr. R.J.
Mozeley with McGill Associates at 828-328-2024.
S f
Enclosures
cc: Mr. R.J. Mozeley, PE, M(

RJ Mozeley
From: Greg Hoffman <[e-mail]>
Sent: Friday, February 15, 2013 4:11 PM
To: [e-mail]
Subject: FW: Cracked/crushed 6" line .
FYI
Greg Hoffman, PE, CPESC
Senior Project Engineer
McGill Associates, P.A.
1240 19th Street Lane, NW I Hickory, NC 28601
Phone: [phone] Fax: [phone]
Email: [e-mail] I Website: www.mcgillengineers.com
From: Ted Nye [mailto:[e-mail]]
Sent: Friday, February 15, 2013 3:58 PM
To: [e-mail]
Subject: Cracked/crushed 6" line
From the camera, looks like crushed line 3' under surface at an underground spring.
I'll fill you in after we dig it up and repair.
Have a great weekend.
From: Greg Hoffman [mailto:areq.hoffmanCa�mcgillengineers.com]
Sent: Friday, February 15, 2013 3:52 PM
To: Ted Nye
Subject: RE: Wait til flagged: Parking Lot Expansion
They plan on mobilizing in 1-2 weeks, flagging will be the first work done. Curtis will be on -site regularly during
construction and will stay on top of the schedule. We'll keep you updated on the schedule as work progresses.
That's great news about the pipe near the clusters. What ended up being the damage? Was it a separated joint or
something more?
Greg Hoffman, PE, CPESC
Senior Project Engineer
McGill Associates, P.A.
1240 19th Street Lane, NW I Hickory, NC 28601
Phone: [phone] Fax: [phone]
Email: [e-mail] I Website: www.rcgillengineers.com
From: Ted Nye [mailto:tnye(a)grandfatherclubnc.com]
Sent: Friday, February 15, 2013 3:47 PM
To: areq.hoffman(a)mcgillenaineers.com
Cc: Ted Nye
Subject: Wait til flagged: Parking Lot Expansion

G reg:
Any idea when that might be?
We found the water infiltration spot with Triple Vs camera and will be digging it up and repairing the pipe Monday. This
repair should have a huge effect on sewer p ant -flow!
From: Greg Hoffman [mailto:[e-mail]
Sent: Friday, February 15, 2013 2:27 PM
To: Ted Nye
Subject: RE: Parking Lot Expansion
Ted,
On second thought, when we met on -site to discuss coordination and revisions a few weeks ago, we were able to discuss
the project and discuss schedule, etc. Unless you'd prefer to have a pre -construction meeting, l think we'd be better off
waiting until the parking lot is flagged before meeting.
Let me know what you think.
Thanks,
Greg Hoffman, PE, CPESC
Senior Project Engineer
McGill Associates, P.A.
1240 19th Street Lane, NW I Hickory, NC 28601
Phone: [phone] Fax: [phone]
Email: [e-mail] I Website: www.mcgillengineers.com
From: Ted Nye [maiIto: [e-mail]
Sent: Wednesday, February 13, 2013 5:12 PM
To: [e-mail]
Cc: Ted Nye
Subject: RE: Parking Lot Expansion
Monday or Tuesday are fine?
From: Greg Hoffman [maiIto: greg. hoffman@mc ilq iengineers.com]
Sent: Wednesday, February 13, 2013 5:01 PM
To: Ted Nye
Subject: RE: Parking Lot Expansion
Friday may be a little too soon. What about next week?
Greg Hoffman, PE, CPESC
Senior Project Engineer
McGill Associates, P.A.
1240 19th Street Lane, NW I Hickory, NC 28601
Phone: [phone] Fax: [phone]
Email: [e-mail] I Website: www.mcgiI[engineers.com

From: Ted Nye [maiIto: tnye(aDgrandfatherclubnc.coml
Sent: Wednesday, February 13, 2013 5:00 PM
To: area.hoffmanC mcgillengineers.com
Cc: Ted Nye
Subject: RE: Parking Lot Expansion
Not tomorrow, but Friday?
From: Greg Hoffman[mailto:[e-mail]
Sent: Wednesday, February 13, 2013 4:55 PM
To: Ted Nye
Subject: Parking Lot Expansion
Ted,
I forgot to ask you earlier, what is your availability for a pre -construction meeting for the parking lot expansion?
Thanks,
Greg Hoffman., PE, CPESC
Senior Project Engineer .
McGill Associates, P.A.
1240 19th Street Lane, NW I Hickory, NC 28601
Phone: [phone] Fax: [phone]
Email: [e-mail] I Website: www.mcgiI[engineers.com
3

SANITARY SEWER
EVALUATION STUD'
GRANDFATHER GOLF & COUNTRY CLUB
LINVILLE, NORTH CAROLINA .
R.J. MOZELEY, PE
Project Engineer
McGM
ASSOCIATES
Engineering • Planning • Finance
124019th Street Lane NW
Hickory, North Carolina 28601
Firm License No. C-0459
FEBRUARY 2014
10.01418
Sao
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Q. SEAL r. _
037937
14
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SEAL a
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TABLE OF CONTENTS
SECTION I EXECUTIVE SUMMARY........................................................................... 2
SECTIONII BACKGROUND............................................................................................ 5
SECTION III SANITARY SEWER COLLECTION SYSTEM.....................................11
SECTION IV WASTEWATER TREATMENT PLANT & OBSERVED FLOWS .....13
SECTION V IDENTIFIED NEEDS................................................................................. 20
SECTION VI FURTHER EVALUATION/RECOMMENDATIONS ........................... 26
SECTION VII APPENDICES..................................................:.......................................... 28
TABLES
TABLE III-1 GGCC SEWER SYSTEM COMPONENTS
FIGURES
FIGURE II-1
SANITARY SEWER COLLECTION SYSTEM MAP
FIGURE IV-1
2011 WWTP FLOW RECORDS & RAINFALL DATA
FIGURE IV-2
2012 WWTP FLOW RECORDS & RAINFALL DATA
FIGURE IV-3
2013 WWTP FLOW RECORDS & RAINFALL DATA
FIGURE V-I
COLLECTION SYSTEM MANHOLE
FIGURE V-2
COLLECTION SYSTEM MANHOLE
FIGURE V-3
COLLECTION SYSTEM MANHOLE
FIGURE V-4
COLLECTION SYSTEM MANHOLE
APPENDICES
APPENDIX 1 SANITARY SEWER COLLECTION SYSTEM MAPS
APPENDIX 2 DMR DATA AND WWTP FLOW TABLES
APPENDIX 3 GGCC NPDES PERMIT
Grandfather Golf & Country Club Page 1 2014 Sanitaiy Sewer
Linville, North Carolina Evaluation Study

SECTION I EXECUTIVE SUMMARY
The Grandfather Golf & Country Club (GGCC) is one of the most complete and mature full -
service resort developments in the mountains of North Carolina and it provides utility services to
approximately one half ('/z) of the Club's general membership. These utility services include a
sanitary sewer collection system and a wastewater treatment plant (WWTP) on the Club's
property. - Wastewater is collected in the sanitary sewer collection system, which conveys the
raw wastewater to the WWTP for treatment and eventual effluent discharge into the Linville
River. In recent years, the sanitary sewer collection system has been identifiedas a potential
source for excessive infiltration and inflow (I/I). I/I is defined as groundwater or storm water
runoff that infiltrates or flows into a sanitary sewer collection system and I/I can create
significant capacity and operational concerns for wastewater service providers like GGCC Utility
Company.
All sanitary sewer collection systems have some inherent amount of 1/I; but in 2011, the average
treated wastewater flow at the GGCC WWTP reached eighty percent (80%) of the WWTP's
permitted flow of 70,000 gallons per day (GPD). This average daily flow value for the known
GGCC Service Area (in addition to consideration of recorded flows in GGCC's off season)
indicate that a significant amount of I/I is entering the sanitary sewer collection system and is
effectively reducing the available capacity of the GGCC wastewater utility.
The intent of this Sanitary Sewer Evaluation Study (SSES) is to examine the existing public
sewer collection system to identify areas where the Club's existing wastewater infrastructure
may be replaced or repaired to reduce the amount of I/I and reclaim as much overall capacity as
possible.
Wastewater Collection System
The wastewater collection system serving the resort generally serves the areas of the resort to the
north of Bridle Trail Drive and east of Mountain Springs Road and also includes service to the
clubhouse facilities and swim -beach facilities with a combination of gravity collection sewers,
Grandfather Golf & Country Club Page 2 2014 Sanitaiy Sewer
Linville, North Carolina Evaluation Study

two (2) wastewater lift stations, and two (2) force mains. Since GGCC has already recently
upgraded the clubhouse force main and swim -beach force main, this study will not examine
those collection system components further. The service area of concern for this study has been
developed based upon design plans provided by maintenance staff and through field
investigations of the resort's gravity collection sewer systems.
Throughout the field investigation phase of this study, a list of sections of sewer to be repaired or
replaced was developed and are identified in the mapping appendices of this report. In most
cases, a sewer collection system's I/1 is difficult to identify fully in the SSES phase; but, a
follow-up field inspection of the GGCC collection system in 2013 yielded a significant source of
1/I. It was repaired immediately by GGCC staff and resulted in a significant reduction of the
average treated flows at the WWTP. Subsequently, even if GGCC staff desires to further reduce
I/1 on its own accord, this study will discuss further investigations to perform and allow more
complete identification of replacement/repair projects.
Wastewater Treatment Plant
The resort currently treats collected wastewater at its own WWTP located adjacent to the
maintenance facility and the dam. This plant was first installed and placed into service around
1970. The original WWTP included influent screening to remove inorganic solid contaminates,
extended aeration to allow biological reduction of physical and chemical contaminates,
clarification to allow treated contaminates to settle out of suspension, sand filters to further
clarify the treated water, and finally, a chlorine contact tank for disinfection to kill any microbial
organisms. During the life of the WWTP, its treatment process has been modified to eliminate
the sand filters and replace the chlorine contact tank with ultra -violet lamps for effluent
disinfection. It remains in this state today.
The permitted plant capacity is currently 70,000 GPD and [according to monthly reports filed
with the state for the last eight (8) years], the plant treats approximately 52,000 GPD, on average
(as of the beginning of this study in 2012). Some smaller periods of time (i.e. the 2011 calendar
year) experienced higher than average flows, which could be contributed to a number of factors
not directly tied to sanitary sewer usage, but which, caused the State to impose a sewer line
Grandfather Golf & Country Club Page 3 2014 Sanitary Setiver
Linville, North Carolina Evahiation Study

extension moratorium. Furthermore, during past holiday periods when occupancy of the resort is
at a maximum and during past periods of wet weather, the WWTP has experienced a significant
increase in wastewater flow, which has exceeded the permitted discharge quantity of 70,000
GPD.
While not a main focus of the SSES and reduction of UI, the WWTP has more than twenty (20)
concrete basins that are. buried and in service below the ground at the WWTP site and are
adjacent to the Linville River where the groundwater table is expectedly high. If GGCC staff
would decide to further reduce I/I and actual sewer flows, further evaluation of the integrity of
these sub -grade basins would be advisable.
Grandfather Golf & Country Club Page 4 2014 Sanitary Sewer
Linville, North Carolina Evahiation Study

SECTION II BACKGROUND
The Grandfather Golf & Country Club is located at the base of the historic Grandfather
Mountain, in Linville, North Carolina. Being recognized by Avery County and the surrounding
areas as its own township, GGCC provides a full spectrum of public services and amenities
within its community making it one of the premier resort communities in the Western North
Carolina Mountains. Those services include, but are not limited to, water production, water
supply, wastewater collection, and wastewater disposal. These services fall under the
responsibility of the resort's Public Works and Facilities Director and the Operations and
Maintenance staff. The resort contracts with a licensed water and wastewater operator to .
manage and oversee the operations of the resort's water supply and wastewater treatment.
Much of the water and wastewater infrastructure within the resort was designed and installed
.around 1970. Some additional infrastructure was added or replaced as specific needs have
arisen, but the system remains primarily in its original state. A 2010 water service outage (along
with the age of the existing water distribution systems) resulted in the resort operations and
maintenance staff s evaluation of the existing water and wastewater systems, their current
capacities, and theirexpected expected future demands. , The sanitary sewer collection system currently
serves 150 condominiums, 42 homes, the clubhouse facility, swim -beach facility, administration
building, and security guard house. The overall average daily flow at the WWTP is
approximately 52,000 GPD (as of the beginning of this study in 2012).
McGill Associates was contacted in July 2010 to review issues with the potable water system;
and'through subsequent discussions with GGCC staff, was told of issues with various aspects of
the wastewater collection and disposal system. From these initial discussions, high priority
wastewater projects were undertaken. These projects included improvements to the clubhouse
lift station, re-routing the club house force main, constructing a new submersible sewer pump
station and force main to serve the swim -beach facility, and beginning this SSES for the
wastewater collection system.
Grandfather Golf & Country Club Page 5 2014 Sanitary Sewer
Linville, North Carolina Evaluation Study

Improvements to the clubhouse lift station were performed to bring the facility up to current
building codes -including replacing the electrical control panel and light fixture, replacing the
access door, re-routing influent lines, and installing vent pipes and exhaust fans.
During the summer season of 2011, the Clubhouse Force Main and septic disposal system at the
swim -beach facility were identified to be decommissioned and were replaced. Therefore, a new
force man was constructed beginning at the Clubhouse Lift Station and extending northeast
toward a gravity manhole located near the Number 18 tee on the club's golf course.
Additionally, in 2013 (in an effort to be proactive) GGCC staff ordered the swim -beach septic
system to be replaced with the construction of a new submersible wastewater pump station to
convey the wastewater from the swim -beach facility to the clubhouse lift station through a new
2-inch diameter force main that was installed along Clubhouse Drive.
The SSES is one method of analysis that is intended to be used by GGCC to prioritize repairs to
the existing gravity sewer collection system which conveys sanitary sewer to the WWTP. This
will allow GGCC to avoid more costly repairs in the future and to make better use of limited
resources. The study will consist of several components:
•. Give a broad overview of the collection system.
• Identify repair items that are observable from the surface and prepare anticipated costs
for the proposed repairs.
Identify areas requiring further investigation -such as flow metering, closed -camera
television inspection, and smoke testing all as a means of identifying and eliminating
infiltration and inflow.
Grandfather Golf & Country Chub Page 6 2014 Sanitary Sewer
Linville, North Carolina Evaluation Study

Wastewater Collection System Mappiniz
Existing mapping for the sanitary sewer collection system (which was available for this study)
was limited to the design plan sheets for the original sewer line construction project. This
project was undertaken in approximately 1978 as substantial expansion of the sanitary sewer
collection system. While empirical knowledge of the existing sewer system has served GGCC
well in the past, one of the first tasks for this study was to verify and update the written
information (design plans) based upon that same knowledge and also by direct physical
observation. The result of the initial mapping effort can be found in Appendix 1 of this report
and it includes all identified publicly owned sewers serving the GGCC community. Note that no
sewer service lines connecting individual homes or condominiums to the public sewer system
were mapped or inspected as part of this study.
The service area for the GGCC sanitary sewer collection system generally includes the areas of
the resort to the. north of Bridle Trail Drive and east of Mountain Springs Road, but also,
includes service to the clubhouse facilities and swim -beach facilities with a combination of
gravity collection sewers, two (2) wastewater lift stations, and two (2) force mains. Please note
that some homes and structures may have individual "private" grinder pump systems that collect
wastewater from their respective building(s) and convey that waste stream through an individual,
privately owned, small -diameter force main to the public gravity sewer line.
Figure Il-1 on the following page (also included in Appendix 1) provides an overall map of the
sanitary sewer collection system and the nine (9) areas which were created within the system for
the purposes of this study. The routes of these nine (9) areas are also described in the following
pages.
Grandfather Golf & Cozzntry Club Page 7 2014 Sanitary Server
Linville, North Carolina Evaluation Study

W
.HEAT
L44;
�o
ARWI
41
Qn
AREA I
Q 0
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navel
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SEWER LIFT
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O OO p ! ARER
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AREAT
I
FIGURE H-1 - GGCC SANITARY
SEWER COLLECTION SYSTEM
NOTES:
1. RJFlLTRATION ORSERVED DUROIO A SITE, VISIT BY
GREG IIOPEM1I.LN ON HBROARY 13,=0D.
T. THE CLDB HAS APPRORI%IA—Y I0 YEAR ROUND
RESIDENTS (POTENITALLY PRESENT DURING SITE
VISIT). AUORSMVED—IS ASSUM1IEDTO BE
.FILTRATION.
]. SITE VISIT WAS WOE— END OPA AIULTI-DAY
RALN PERIOD.
�l\/IcCa�l
BA S S O C I A N E S
mp.)
GGCC
WWTP

Area 1 represents the highest extents of the sewer system reaching to the end of Boulder Ridge
Road and also to the highest point on Mountain Springs Road and then following Mountain
Springs Road down to a manhole approximately 425 linear feet from the intersection with Bridle
Trail Road. Area 2 begins at the termination manhole for Area 1 and continues down Mountain
Springs Road, across Bridle Trail Road and off -road to the northwest and the end of Wildflower
Road.
Further, Area 2 includes an off -road spur sewer line which extends north and east following the
existing topography as it crosses Buckeye Road in a second location. Area 2 also includes a
short off -road spur sewer line, which extends southeast from Buckeye Road at the point where
the lower section of Area 2 turns north toward Wildflower Road.
Area 3 of the sanitary sewer collection system has its highest points to the south where it crosses
and then follows the south section of Wildflower Road. Sewer flows downhill in Area 3 to the
north and off -road from Wildflower Road before reaching the intersection of Wildflower and
Bridle Trail Roads where it connects to Area 4, the next section of the sewer system downstream.
Area 3 also includes an off -road spur sewer line that extends from the middle of the off -road
I ection to the northeast and near the extent of service area 2.
Area 4 begins at the termination point of Area 3 (at the intersection of Bridle Trail and
Wildflower Roads) and follows Bridle Trail Road to the northwest, intersects Mountain Springs
Road, and then continues along Mountain Springs Road to the north where it ends at a manhole
common to Areas 4, 5 and 6.
Area 5 is immediately downstream of Area 2 and follows the northern section of Wildflower
Road to the west before continuing west and off -road toward Mountain Springs Road. Once
Area 5 reaches Mountain Springs Road, it turns south and extends to the manhole common to
Areas 4, 5, and 6.
Area 6 is immediately downstream of Areas 4 and 5 and extends off -road across Golf Hole
Numbers 2 and 11 toward Golf Course Road, eventually reaching Grassy Creek Road and then
Grandfather Golf & Country Chib Page 9 2014 Sanitary Sewer
Linville, North Carolina Evaluation Study

crossing Hole Number 18 where it ends at its lowest point on the northwestern side of the Hole
Number 18 fairway at the existing foot bridge across the Linville River.
Area 7 connects at the immediate downstream point of Area 6 and crosses the Linville River as
an aerial sewer line enclosed in the foot bridge structure before turning southwest and following
the western shore of the riverbank down to the south end of "the Island" where it connects to
Area 9 at its lowest point.
Area 7 also connects to Area 8, which serves "the Island" and crosses the river with its own
aerial installation.
Area 9 begins just south of the intersection point of Areas 7 and 8 and extends along the western
shore of Loch Dornie before projecting into Woodchuck Road and following the maintenance
drive access, then turning off -road across the soccer/recreation field and eventually terminating
at the WWTP below the dam.
In all, the gravity sections of the sanitary sewer collection system serve a total of 150
condominiums, 42 homes, the clubhouse facility, swim -beach facility, administration building,
and the- security guardhouse located across the resort. The 2-inch diameter force main sewer
from the swim -beach facility begins at its pump station (adjacent to the swim -beach pavilion)
and follows Clubhouse Road to the clubhouse entrance, through its parking lot to the back side
of the building and discharges into the Clubhouse Pump Station. Similarly, the 6-inch diameter
force main sewer from the Clubhouse Pump Station exits the station and follows the cart path for
Hole Number 18 to a gravity sewer manhole located in a landscaping bed between the green for
Hole Number 17 and tee for Hole Number 18.
Grandfather Golf & Country Club Page 10 2014 Sanitary Sewer
Linville, North Carolina Evahiation Study

SECTION III SANITARY SEWER
COLLECTION SYSTEM
The existing sanitary sewer collection system is owned by GGCC Utility, Inc., a subsidiary of
the Grandfather Golf and Country Club. That collection system is comprised of gravity sewers,
manholes, a submersible grinder pump station, a suction -lift pump station, and force main
sewers. Refer .to Table III-1 below for a list of the approximate existing lengths, materials, and
other properties of the existing sewer infrastructure serving the GGCC community.
Table III-1 — GGCC Sewer System Components
Collection
s Approx.
Materials of
System
Size
Install/Modification
Notes:
Construction
Component
Date
Vitrified Clay,
Gravity
8" & 12" Diameter
1960's — 1970's
PVC, Truss -Type
-
Sewers
ABS
Brick & Mortar,
Manholes
4' Diameter
1960's — 1970's
-
Cast-iron Lids
New,
6' Dia. Wetwell
Precast Concrete
Submersible
Complete with
Duplex 2 HP
May 2013
Wetwell and Valve
PS
electrical
Grinder Pumps
Vault
appurtenances
Brick & Mortar
1960's Wetwell and
6' Dia. Wetwell,
Wetwell, Concrete
Suction Lift
Pump House,
Renovated in
Duplex 3 HP
Slab &Stick
PS
Relatively New
2011
Suction Lift Pumps
Frame Pump
Pumps
House
Force Main
2" — 2013
2" & 6" Diameter
PVC
-
Sewers
6" - 2011
The primary concern of this evaluation arises from observed flows at the WWTP which indicate
I/I issues within the sanitary sewer collection system. Understanding that the Grandfather Golf
and Country Club is primarily a seasonal or vacation home resortand that it essentially closes
from early November until the middle of May, the observed sanitary sewer flows should be
Grandfather Golf c& Country Club Page 11 2014 Sanitary Sewer
Linville, North Carolina Evaluation Study

significantly lower during periods of low -resort occupancy. However, historical flow records
from the WWTP do not support that expectation. Having sustained flows at the WWTP during
off-season times indicates that extraneous ground water and .storm drainage is reaching the
sanitary sewer collection system, which can cause sanitary sewer overflows (SSO's) that result in
impending fines from the State of North Carolina. Additionally, these extraneous flows reduce
the available capacity of the existing sanitary sewer collection system, which limits potential
expansion or growth and increased revenue for the GGCC Utility Co.
Initial on -site investigations performed as part of this study of the sanitary sewer collection
system consisted of opening the manhole lids on the majority of the collection system and
performing a visual inspection of the manhole and the sewer pipelines connected to it. This
exercise yielded valuable information for needed manhole repairs that will reduce groundwater
infiltration and also confirmed that the actual flow in the sanitary sewer collection system was
greater than expected during periods of low club occupancy.
Confirmation of the unexpected high flow records during periods of low occupancy when
combined with review of the initial collection system design documents further indicates that the
sanitary sewer collection system is in some locations a source of extraneous flow at the WWTP.
All factors of consideration (field observations, flow records, and design documents) combine to
indicate that the gravity sections of the GGCC sanitary sewer system are in relatively fair
condition, but that manhole integrity is suspect in some locations and pipeline integrity may also
be compromised in certain locations.
The system map and areas of analysis described elsewhere in this report, along with the
photographic documentation provided in Section V, will help to pinpoint the most likely areas
which are in need of improvement to reduce extraneous flow into the sewer collection system.
Grandfather Golf & Country Club Page 12 2014 Sanitary Sewer
Linville, North Carolina Evahtation Study

SECTION IV WASTEWATER TREATMENT
PLANT & OBSERVED ' FLOWS
The existing GGCC WWTP was constructed during the same era as much of its sewer collection
system (1960's) and utilizes technology contemporary to that time and a conventional treatment
process to treat and reduce contaminates from the waste stream before discharging the plant's
effluent into the Linville River. The GGCC WWTP operates under the authority of the State of
North Carolina, who issued the National Pollutant Discharge Elimination System Permit
(NPDES). A copy of the NPDES Permit held by GGCC (Permit No. NC 0023124) is included in
Appendix 3 of this report. That permit outlines the concentration limitations of pollutants
discharged from the WWTP to the river. The primary permit limitation is realized in the volume
of effluent discharged daily expressed in million gallons per day (MGD). The discharge limit for
the GGCC WWTP's daily volume is 0.070 MGD or 70,000 GPD and it is this parameter which
essentially expresses the capacity of the WWTP as a whole. All other processes are designed
and sized to handle up to the permitted flow while treating the waste stream to the permitted
pollutant concentrations.
The original WWTP included influent screening to remove inorganic solid contaminates,
extended aeration to allow biological reduction of physical and chemical contaminates,
clarification to allow treated contaminates to settle out of suspension, sand filters to further
clarify the treated water, and finally, a chlorine contact tank for disinfection to kill any microbial
organisms. The treatment process has been modified gradually over the WWTP's life span to its
current state by eliminating the sand filters and replacing the chlorine contact tank with ultra-
violet lamps to achieve effluent disinfection.
The WWTP is an important part of the wastewater infrastructure in relation to this study because
the WWTP represents the metering point for the daily volume of wastewater treated, and
indirectly the daily volume of wastewater captured by the sewer collection system. This daily
volume collected is comprised of true sanitary sewer and groundwater (or storm drainage) that
represents extraneous flow.
Grandfather Golf & Counby Club Page 13 2014 Sanitary Sewer
Linville, North Carolina Evaluation Study

In the following pages, this study will present several graphical representations of the measured
daily WWTP flow plotted against measured daily rainfall at the registered weather station at
Grandfather Mountain in an effort to identify any correlation between rainfall and observed
wastewater flow at the WWTP. The period of analysis and comparison of wastewater flow
against rainfall will encompass the 2011, 2012, and 2013 calendar years and the following
paragraphs offer written analysis of the graphical data.
In 2011, there is no clear correlation between rainfall and daily flow at the GGCC WWTP.
Figure IV-1 (presented on the following page and also found in Appendix 2) shows weekly
periodic trends, with higher flows on weekends and less wastewater on typical weekdays.
Weekly trends are relatively constant from January through mid -June, with daily flow typically
remaining between 0.045 and 0.055 MGD. In mid -June, however, the total daily flow increases
by approximately 20%. A broad examination of the 2011 flows, known periods of occupancy
(summer season & holidays), and rainfall data indicates that the recorded WWTP flow data
should be discounted perhaps due to poor calibration of the plant's flow meter:
Grandfather Golf & Country Club Page 14 2014 Sanitary Sewer
Linville, North Carolina Evaluation Study

Figure IV-1 — 2011 WWTP Flow Records & Rainfall Data
(UI) II0}u108
i IS 8 S 8 S 8
r 4 0 � 8 0T
6 e d 6 6 6 6 6 6 6 a
(Goo) 0308 M61ZI
Grandfather Golf & Counhy Club Page 15 2014 Sanitary Sewer
Linville, North Carolina Evaluation Study

In 2012, daily flow rates are not as consistent as observed in 2011, and weekly periodic trends
are not as uniform. This is likely due, at least in part, to the emergence of a positive correlation
between daily flow rate and rainfall. This emergence could be attributed to a number of factors.
ranging from operator or equipment error in 2011 (that was corrected in 2012) or it simply could
be that actual extraneous flow in the sewer collection system increased in 2012 due to changing
system conditions. In addition to the emerging correlation between rainfall and observed flow,
the data for 2012 indicates that several periods of elevated daily flow occurred around holidays -
most notably Easter, in early April; and Christmas, at the end of December. Refer to Figure IV-2
on the following page and also in Appendix 2 for the graphical representation of the 2012
wastewater flow and rainfall data.
Though the observed flow rate does not always rise during rainfall events, a correlation between
rainfall and daily flow begins to develop in the fall of 2012, as shown in Figure IV-2 (presented
on the following page and also found in Appendix 2). Data from September and early October
shows large daily flow increases on the weekends, likely a result of increasing occupancy for the
fall season and large rainfall events. It is important to note one apparent outlier data point is
found on September 5, 2012, when a daily flow of 0.323 MGD was observed. This value is
more than three (3) times the expected value for that season and nearly double any other value
observed between 2011 and 2013. For the purposes of this study, it was assumed that this outlier
was the result of an erroneous data recording.
Grandfather Golf & Country Club Page 16 2014 Sanitary Sewer
Linville, North Carolina Evaluation Study

ra
td
N
s•
N
O
PI
N
tad
N
4
N
N
N
t
4
N
t7
fV
N
VI
ti
ti
o v o 0 o v o 0 o v
Qj K? nr. CV O a) to V V s- Y- 17 17 9 tJ U
o o t i o t i 0 0
(aE)w) 6-4138 M014
Grandfather Golf & Country Club Page 17 2014 Sanitary Sewer
Linville, North Carolina Evaluation Study
Figure IV-2 — 2012 WWTP Flow Records & Rainfall Data
(u!) lIgUION
0 o G o 0 0 0 0 0
9 W� o to �
V° M to O O
r

In the first half of 2013, the correlation between rainfall and measured wastewater flow
continues. Rainfall events in that time_ period caused daily flow rates at the GGCC WWTP to
increase.in nearly every instance, as shown in Figure IV-3 (presented on the following page and
also in Appendix 2). Notably, high precipitation causes significantly elevated flow rates in
January and on several different occasions in March. Weekly trends continue, as in 2011 and
2012. However, the elevated flow rate during the summer varies more dramatically than
previous years.
Also of importance for commentary on the observed 2013 data is that an infiltration/inflow
source was discovered in the spring of 2013 during one of the field investigation efforts
associated with this study. This particular source of I/I was then repaired by GGCC staff later in
the spring. Consequently, the latter half of the year does not show daily flow rate increases as
large as those in the first half of the year and the overall daily flow is reduced significantly.
Though rainfall appears to be associated with high flow rates in late November, the daily flow
rate remains high for several days, similar to late December, likely indicating the elevated flow
rates are more closely related to the Thanksgiving and Christmas holidays than rainfall.
Grandfather Golf & Country Chub Page 18 2014 Sanitary Sewer
Linville, North Carolina Evaluation Study

Figure IV-3 — 2013 WWTP Flow Records & Rainfall Data
(ui) poJUIC8
i 8 P) a
Oi r O O
OW
I
r M
1 1 ti
4
g$ 17 Coll
0 0 © o 0 0 0 0 0 0 0
�a0W) olEU MQIJ
Grandfather Golf & Countiy Club Page 19 2014 Sanitary Sewer
Linville, North Carolina Evaluation Study

SECTION V IDENTIFIED NEEDS
.As part of the field investigation phase of this study, McGill Associates staff performed on -site
inspection for much of the sanitary sewer collection system with GGCC staff at the end of a
multi -day rain event in February 2013. The timing of the site visit and inspection is important for
two reasons:
1. According to resort staff, there are approximately ten (10) year-round residents, with the
majority of the residents being present during the summer months. As a result, there
should be little wastewater generated during the winter months.
2. The multi -day rain event fully saturated the soil, increasing the potential for infiltration
into the sanitary sewer collection system.
During this field investigation visit, high amounts of flow were observed and several areas were
identified as most likely I/I contribution areas that will requiring further evaluation, rehabilitation
or replacement. Conversely, several areas inspected at the end of this rain event had little or no
observable flow; and therefore, do not require additional evaluation beyond the scope of this
study.
As an aid in illustrating the areas in need of repair and further analysis, a system map has been
prepared to accompany this report identifying those areas that are most likely contributors of I/I.
The concerns can be summarized as follows:
Grandfather Golf & Country Chub Page 20 2014 Sanitary Sewer
Linville, North Carolina Evaluation Study

Figure V-1 — Collection System Manhole
Figure V-1 depicts a collection system manhole located at the intersection of Club House Road
and Woodchuck Road (Area 9). As is evident in the picture, the manhole is located in a
depression and the open vent holes in the cover are allowing p'onding water to enter the
collection system. This -manhole cover and others like it could be replaced with a solid lid and
watertight disc to: prevent infiltration through the ring and lid. This is a low-cost repair/
improvement that could be undertaken immediately by the Operation and Maintenance staff for
this particular and other select manholes to eliminate some 1/I while _maintain proper ventilation
for the .sewer collection system.
Grandfather Golf & Country Club Page 21 2014 Sanitary Sewer
Linville, North Carolina Evaluation Study

Figure V-2 — Collection System Manhole
Figure V-2 depicts the same manhole from Figure V-1 (located at the intersection of Clubhouse
Road and Woodchuck Road)- and illustrates a source of high infiltration. Notice that the walls of
the brick and mortar manhole are nearly entirely wet, which indicates ground water has
infiltrated the manhole. In fact,: significant streams of infiltrating groundwater were observed
seeping through mortar joints in the wall. It is estimated that this manhole can be replaced at a
cost of approximately $6,000.00. If the manhole is determined to be structurally sound, the cost
of repointing the mortar joints is estimated to be approximately $500.00 (assuming the mortar
work would be completed by GGCC Staff). A more expensive but - much more effective
alternative to re -pointing mortar joints would be'to have the manhole lined with a water -tight
performance coating. Costs for such work would vary significantly depending upon the number
of manholes treated in one instance and their exact cost should be evaluated further if.a more
comprehensive manhole rehabilitation project were desired. Please also note that any of these
replacement/repair options could be achieved in conjunction with the replaced manhole lid
described after Figure V-1.
Grandfather Golf & Country Cluh Page 22 2014 Sanitary Sewer
Linville, North Carolina Evaluation Study

Figure V-3 — Collection System Manhole
Figure V-3 depicts a collection system manhole located between Condominium Clusters 4 & 13
(Area 9). The observed flow.: in this manhole was unexpectedly high, indicating I/I upstream of
this point. Note that the majority of the subject flow is coming from the black pipe located in the
top of the picture. The flow was coming,directly from the clusters and; accordingto resort staff,
-each of the units has been winterized, which should result in no flow.
Please also note that prior to the release of this report, GGCC maintenance staff investigated this
line further and found a section of this sewer service line that had been essentially crushed and
was allowing a large volume of groundwater to infiltrate the collection system. This section of
collapsed pipe was replaced by GGCC staff in the spring of 2013 and subsequent flows at the
WWTP were reduced by a sizable amount.
Grandfather Golf & Country Club Page 23 2014 Sanitary Sewer
Linville, North Carolina Evaluation Study

Figure V-4 — Collection System Manhole
Figure V-4 depicts two (2) manholes located near Maple Leaf Road (Area 2 near intersection of
Bridle Trail, Mountain Springs and Buckeye Roads) which are in need of repair. The picture
above is of one (1) of these manholes. Large amounts of water were observed seeping through
mortar joints in the wall. It is estimated that each of these manholes could be replaced at a cost
of approximately $6,000.00. If the manholes were determined to be structurally sound, the cost
of repointing the mortar joints is estimated to be approximately $500.00 (assuming the mortar
work would be completed by GGCC Staff). Similar to the repair/replacement options found for
the manhole at the intersection of Clubhouse and Woodchuck Roads a more expensive but much
more effective alternative to re -pointing mortar joints would be to have the problematic
manholes lined with a water -tight performance coating. Costs for such work would vary
significantly depending upon the number of manholes treated in one instance and their exact cost
should be evaluated further if a more comprehensive manhole rehabilitation project were desired.
Grandfather Golf & Country Club Page 24 2014 Sanitary Sewer
Linville, North Carolina Evaluation Study

Additionally, during the referenced site visit, we determined that a source of infiltration is
located in.a section of sewer on Bridle Trail Road between the golf course and Wildflower Road,
shown as Area 4 in the attached exhibits. We were also able to determine that at least two (2)
sources of infiltration are located near the intersection of Buckeye Road and Bridle Trail Road,
shown as Area 2 in the attached exhibits. These areas should be investigated further to
determine the source and extent of infiltration.
Grandfather Golf & Country Club Page 25 2014 Sanitary Server
Linville, North Carolina Evaluation Study

SECTION VI FURTHER EVALUATION/
-
RECOMMENDATIONS
During the preparation of this report, two (2) sources of high infiltration were found and one (1)
has been corrected by GGCC staff. The corrected source is referenced on Page 23 of this report
and was caused by t, ci,us ,M sewez +-rvlce ,, e, which was located within the groundwater
table. The day after the crushed pipe was repaired, a. ryp in flo sf approximately 35,000
gallons was observed at the treatment plant according to GGCC staff. The second source of high
infiltration is a manhole located within the club's golf course that appears to drain a swale.
GGCC staff has solicited costs from contractors and intends to have this manhole repaired in the
near future.
As discussed in this report, further evaluation of the existing sanitary sewer collection system
would consist of closed-circuit camera investigation and smoke testing in Areas 1, 2, 4-9 as
labeled on the system map prepared for this report, as well as flow monitoring at select locations.
It is recommended that should flow -monitoring be pursued, that the flow -monitoring equipment
be installed at strategic locations. This equipment will help identify the areas with highest
amounts of infiltration and inflow and will help in prioritizing repairs. We have identified four
(4) areas for the installation of flow monitoring equipment and have labeled them on the system
map(s) provided in Appendix 1. It is important to note that given the information gathered from
flow -monitoring, and considering the findings of this. SSES, it .is likely more cost effective for
GGCC to delay further investigation by flow monitoring until other methods of further
investigation (close -circuit television) are completed.
Smoke testing is another alternative for investigation and performing this work on all areas noted
above would total approximately 11,500 linear feet of sanitary sewer pipe. Smoke testing
consists of forcing artificial smoke into the sanitary sewer collection system with a fan and
smoke machine. After the tested segment of the collection system is filled with smoke, the
cracks and gaps in the collection system will allow the smoke to escape, which should then
emerge through any leaks or otherwise defective pipe.
Grandfather Golf & Country Club Page 26 2014 Sanitary Sewer
Linville, North Carolina Evaluation Study

It should be noted that the smoke used is not toxic; however, it has a strong odor. Additionally,
correctly installed and functioning traps in the plumbing systems of a building will prevent
smoke from entering structures. To achieve the smoke testing work, close coordination with
property owners will be a high priority, especially since many houses may have dry traps as a
result of extended periods of vacancy.
Also critical to the success of smoke testing is coordination with the , concurrent weather in
seeking a period of time with no rainfall. Smoke testing is inherently ineffective during periods
of wet weather since the additional moisture inhibits smoke travel and identification.
Recommendations
McGill Associates has previously provided an anticipated fee to perform an Infiltration and
Inflow (I/1) study of the collection system after completion of the SSES. The I/1 study is a
detailed and time -intensive study of the system that will rely upon the findings of this SSES to
help pinpoint specific infiltration sources, as opposed to the general areas identified in this
report. Due to the eliminated sources of high infiltration and the cost of the 1/I study, it is
recommended that the initiation of the 1/I study be delayed unless sustained wastewater flows
again approach eight percent (80%) of the permitted WWTP capacity.
It is important to note that given the information gathered from this SSES, it would be practical
for GGCC to pursue the rehabilitation/repair/replacement of the needs identified in Section III of
this report as resources can be allocated. These repairs would be independent of any further
evaluation and could be achieved individually or in a more comprehensive sewer rehabilitation
project.
Grandfather Golf & Country Club Page 27 2014 Sanitary Seiver
Linville, North Carolina Evaluation Study

SECTION VII APPENDICES
APPENDIX I SANITARY SEWER COLLECTION SYSTEM MAPS
APPENDIX 2 WWTP DMR DATA AND FLOW TABLES
APPENDIX 3 NPDES PERMIT
Grandfather Golf & Country Club Page 28 2014 Sanitary Sewer
Linville, North Carolina Evaluation Study

Appendix 1: Sanitary Sewer Collection System Maps
Grandfather Golf & Country Club 2014 Sanitary Sewer
Linville, North Carolina Evaluation Study

ARHA S
yip
Q � \//✓�/\ CLUBHOUSE i
0 O Q SEWER LIFT
pARHAM1 t q TION
:ii:i(ii:;i..`•:
..................
::;:
O
G O
Q
ARCAa
Q 0
P
GS
MOONTPPSPPP`OO
�OOOPSEPO
GO
AREA
FIGURE II-1 - GGCC SANITARY
SEWER COLLECTION SYSTEM
NOT S:
1. LNETLTRATION OBSERVED DURNG A SIR VISIT BY
GREG IIOEEM1L\N ON EEHRUARY 13.2013.
2. THE CLUS HAS APPROXIMATELY W YEAR ROUND
RESIDENTS (PGRNTIALLY PRESENT DURING SPR
VISIT). ALL OBSERVED PLO W IS Assu—D TO BB
INEILTRAT30N.
3. SITE VISITWAS N—E ATTIIE END Of• A MOLT1-DAY
RAIN PERIOD.
NON
AREA 9+`
�aMcGfflj
eNCiNe EzivO PL�NnIrvG P HA.1
BOUNDARY (TYP.)
GGCC
WWTP

MANHOLE IN NEED
OF REPAIR:
RE -POINT MASONRY
MANHOLE IN NEED
OF REPAIR:
RE -POINT MASONRY
200 FEET 0 100 200 400 600
GRAPHIC SCALE
NO FLOW OBSERVED
TAT 'TT-TTO A R A A.TTTIIT ID
MCG
ASSOCIATES
ENGINEERING -PLANNING -FINANCE
1240 19TH ST. LANE NW HICKORY, NC PH,�828) 328-2024
NCBOARDOFE%AMR. HICKORY,
NC LICENSE O.8)32

FLOW OBSERVED
IN THIS MANHOLE
® FROM TWO
DIRECTIONS
AREA 5
AREA 4
NO FLOW OBSERVED
TNT TT-TTC A A NTUOT R
a
)0 FEET 0 100 200 400 600 McG
ASSOCIATES
ENGINEERING -PLANNING -FINANCE
1240 19TH ST. LANE NW HICKORY, NC PH. f828) 328-2024
NC BOARD OF EXAM-S CORRORATE I.ICENSF o C-Bd.59
GRAPHIC SCALE

RD..
RECOMMENDED FLOW
MONITORING -LOCATION
(TWO DIRECTIONS AREA
ARE 3
w,
. r:
FLOWOBSERVED
INTHISMANHOLE
FROM TWO. J
DIRECTIONS
AREA 5
IN THIS MANHOLE ��
FROM TWO
����. �♦�/i�R
DIRECTIONS
® ® AREA •
® RECOMMENDED FLOW:
MONITORING LOCATION
200 FEET 0 100 200 400 600 McG
i ASSOCIATES
ENGINEERING - PLANNING -FINANCE
GRAPHIC

AREA 6
L200 FEET 0
GRAPHIC SCALE
AREA 4
RECOMMENDED FLOW
MONITORING LOCATION
(AREA 4)
n
APPROXIMATE LOCATION OF
BURIED MANHOLE THAT GGCC
STAFF HAS IDENTIFIED. GGCC i
STAFF DETERMINED THAT
MANHOLE IS SOURCE OF HIGH
INFILTRATION
s�
0
O �2
oz
CLUBHOUSE
FORCE MAIN
AREA 7
s 1 1
McG
A S S O C I A T E S
ENGINEERING•PLANNING•FINANCE
1240 19TH ST. LANE NW HICKORY, NC PH.4..,828) 328-2024
NC ROARD OF EXAMS 'ERS CORM -LICENSE -W 59

AREA.6'
..........
. ...........
.... ..... . .
.....................
.....................
......................
�� F�
......................
. . ........................
. ....................... .....................
5S
......................
............ ; .. .........
. ......... ......
AREA 7
SOURCE OF HIGH INFILTRATION OBSERVED
--DURING SITE VISIT. - SHORTLY AFTER- SHE
VISIT GGCC STAFF INSPECTED AND REPAIRED
SERVICE LINE:
AREA 7
)0 FEET 0 100 200 400 600 McG
ASSOCIATES
ENGINEERING -PLANNING. FINANCE
.4E PH. (898L3;198-2024
CBOARDOrE -CORP- LICENSE �o�, C 1240 19TH ST. LANE
NW , HICKORY, NC,,,
N
GRAPHIC SCALE

.......... ...........
.......... ..........
......................
COO (---c - ; .........
.....................
......................
......................
.......................
..............................
�0000 ............
......................
00 ........ ....
SECTION OF LINE -DOES NOT HAVE
:ADEQUATE SLOPE RESULTING IN
)EPOSMON OF SOLIDS REQUIRING
FREQUENT FLUSHING
..............
AREA. 8
AREA 8
)0 FEET 0 100 200 400 600 CG
ASSOCIATES
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
828)328 1240 19TH ST -NW HICKORY,NCH-(..- -2024
NC OOARp OF FXAFI LANr
GRAPHIC SCALE

PLANT FLOW DATA
GGCC WWTP .
Linville, North Carolina
Date
Daily Flow MGD
Rain Data in
1/1/2011
0.053
0.00 -
1 /2/2011
0.053
0.31
1/3/2011-
0.053
0.00
1 /4/2011
0.050
0.00
1 /5/2011
0.048
0.00
1 %6/2011.
. 0. 046
0.70
1 /7/2011
0.048
0.70
- 1/8/2011
0.050
0.36
1 /9/2011
0.050
0.22
1 /10/2011
0.050
0.00
1/11/2011
0.048
0.00
1 /12/2011
0.047
0.17
1 /13/2011
0.050
2.20
1/14/2011
0.053
0.00
1/15/2011.
0.055
0.00
1/16/2011
0.055
0.00
1/17/2011
0.055
0.00
1/18/2011
0.055
0.25
1 /19/2011
0.052
0.00
1 /20/2011
0.050
0.00
1 /21 /2011
0.046
0.02
1 /22/2011
0.048
0.00
1 /23/2011
0.048
0.00
1 /24/2011
0.048
0.24
1/25/2011
0.046
0.00 .
1 /26/2011
0.045
0.00
1/27/2011
0.043
-0.00
1 /28/2011
0.045
0.00
1 /29/2011
.0.047
0.65
1 /30/2011
0.047
0.00
1/31%2011
0.047
0.00
2/1 /2011
0.0.46
0.00
2/2/2011
0.047
0.34
2/3/2011
0.049
0.00
2/4/2011
0.050
0.00
2/5/2011
0.051
0.31
2/6/2011
0.051
0.00
2/7/2011
0.051
0.00
2/8/2011,
0.049
0.00
2/9/2011
0.047
0.20
2/10/2011
0.049
0.05 .
2/11 /2011
0.051
0.00
2/12/2011
0.053
0.00
2/13/2011
0.053
0.00
2/14/2011
0.053
0.00
2/15/2011
0.051
0.00

PLANT FLOW DATA
GGCC WWTP .
Linville, North Carolina
Date
Dail _ Flow MGD
Rain Data in
2/16/2011
0.049
0.00
2/17/2011
0.050
0.00
2/18/2011
0.052.
0.00
2/19/2011
0.054
0.10
2/20/2011
0.054
0.00
2/21 /2011
.0.054
0.00
2/22/2011
0.052
0.00
2/23/2011
0.05.0
0.00
2/24/2011
0.048
0.30
2/25/2011
0.050
0.93
2/26/2011
0.052
0.00
2/27/2011
0.052
0.00
2/28/2011
0.052
0.32
311 /2011
0.047
1.21
3/2/2011
0.049
0.00
3/3/2011:
0.050
0.00
3/4/2011
0.053
0.00
3/512011
0.054
0.01
3/6/2011
0.054
2.60
3/7/2011
0.054
0.37
3/8/2011
0.052
0.00
3/9/2011
0.050
0.00
3/10/2011
0.048
1.07
3/11 /2011
0.050
-0.00
3/12/2011
0.052
0.00
3/13/2011
0.052
0.00
3/14/2011
0.052
0.27
3/15/2011
0.050
0.00
3/16/2011
0.048
0.37
3/17/2011
0.049
0.00
3/18/2011
0.050
0.00
3/10/2011
0.051
0.00
3/20/2011
0.051
0.00
3/21 /2011
0.051
0.00
3/22/2011
0.048
0.00
3/23/2011
0.049
0.00
3/24/2011
0.050
0.65
3/25/2011
0.051
0.10
3/26/2011
0.049
0.00
3/27/2011
0.049
0.14
3/28/2011
0.049
0.27
3/29/2011
0.048
0.00
3/30/2011
0.049
0.49
3/31 /2011
0.050
0.09
4/1 /2011
0.049
0.12
4/2/2011
0.051
0.00

PLANT FLOW DATA
GGCC WWTP .
Linville, North Carolina
Date
Daily Flow MGD
Rain Data in
4/3/2011
0.051
0.42
4/4/2011
0.051
0.00 .
4/5/2011
0.049.
0.00
4/6/2011
0.047
-1.15
4/7/2011
.0.04.9
0.00
4/8/2011.
:0.051
0.00
4/9/2011
0.053
0.00
4/10/2011 .
0.053
0.63
. 4/11 /2011
0.053
0.00
4/12/2011
0.051
0.50
4/13/2011
0.049
0.18
4/14/2011
0.050
0.00
4/15/2011
0.052
0.00
4/16/2011
0.054
2.37
4/17/2011
0.054
0.00
4/18/2011
0.054
0.00
4/19/2011
0.052
0.00
4/20/2011
0.050
0.00
4/21/2011
0.051
0.00
4/22/2011
0.055
0.19
4/23/2011
0.055
0.00 -
4/24/2011
0.055
0.00
4/25/2011
0.055
0.00
4/26/2011
0.051
0.01
4/27/2011
0.049
0.07
4/28/2011
0.047
0.63
4/29/2011
0.048
0.00
-4/30/2011
0.048
0.00
5/1/2011,
0.053
0.00
5/2/2011
0.053
0.00
5/3/2011
0.051
0.00
5/4/2011
0.049
1.10
5/5/2011
0.050
0.00
5/6/2011
0.052
0.00
5/7/2011
0.054
0.00
5/8/2011
. 0.054
0.00
5/9/2011
0.054
0.00
5/10/2011
0.052
0.00
5/11/2011
0.050
0.79
5/12/2011
0.047
0.00
5/13/2011
0.050
0.00 -
5/14/2011
0.052
0.55
5/15/2011
0.052
0.71
5/16/2011
0.052
0.07
5/17/2011
0.050
0.01
5/18/2011
0.048
0.05

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Dailv. Flow MGD
Rain Data in
5/19/2011
0.050
0.00
5/20/2011
0.052
0.00 .
5/21 /2011
0.054.
0.00
5/22/2011
0.054
0.00
5/23/2011
0.054
0.32
5/24/2011
0.052
0.00
5/25/2011
0.050
0.00
5/26/2011
0.052
0.00 -
5/27/2011.:
0.054
0.82
5/28/2011
0.056
0.05
5/29/2011
0.05.E
0.00
5/30/2011
0.0.56
0.00
5/31 /2011
0.056
0.00
6/1 /2011
0.054
0.00
6/2/2011.
0.052
0.00
-6/3/2011
0.053
0.00
6/4/2011
0.055
0.00
602011
0.055
0.00
6/6/2011
0.055
0.01
6/7/2011
0.053
0.00
6/8/2011
0.051
0.00
6/9/2011
0.048
0.00
6/10/2011
0.049
0.00
6/11 /2011
0.052
0.10
6%12/2011
0.052
0.10
6/13/2011
0.052
0.30
6/14/2011
0.050
0.00
6/15/2011
0.048
0.00
6/16/2011
-0.046
0.71
6/17/2011
0.048
0.00
6/16/2011
0.056
0.00
6/10/2011
0.056
0.74
6/20/2011
0.055
0.60
6/21 /2011
0.048
0.00
6/22/2011
0.045
0.01
6/23/2011
0.065
0.40
6/24/2011
0.064
0.03
6/25/2011
0.066
0.00
6/26/2011
0.066
0.00
6/27/2011
0.066
0.00
6/28/2011
0.063
0.03
6/29/2011
0.060
0.03
6/30/2011
0.059
0.00
7/1/2011
0.061
0.00
7/2/2011
0.068
0.00
7/3/2011
0.068
0.00

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Dail . Flow MGD
Rain Data in
7/4/2011
0.068
A.09
7/5/2011
0.068
0.24
7/6/2011
0.066
0.25
7/7/2011
0.064
0.02
7/8/2011
0.062
0.67
-7%9/2011:
0.064
0.04
7/10/2011
0.064
0.00
7/11 /2011
0.064
0.00
. 7/12/2011..
0.062
0.00
7/13/2011
0.060'
0.00
7/14/2011
0.059
0.00
7/15/2011
0.060
0.40
7/16/2011
0.062
0.95
7/17/2011
0.062
0.30
7/18/2011
0.062
0.30
7/19/2011
0.060
0.00
7/20/2011
0.057
0.00
7/21 /2011
0.058
0.00
7/22/2011
0.061
0.02
7/23/2011
0.063
0.39
7/24/2011
0.063
0.36
7/25/2011
0.063
0.04
7/26/2011
0.061
0.05
7/27/2011
0.059
0.00
7/28/2011
0.067
0:00
7/29/2011
0.059
0.00
7/30/2011
0.061
0.00
7/31 /2011
0.061
0.09
8/1 /2011
0.061
0.06
8/2/2011
0.059
0.00
8/3%2011
0.057
0.00
8/4/2011
0.058
0.02
8/5/2011
0.059
0.00
8/6/2011
0.062
0.00
8/7/2011
0.062
0.00
8/8/2011
0.062
0.00
8/9/2011
0.060
0.00
8/10/2011
0.058
0.00
8/11 /2011
0.057
0.00
8/12/2011
0.061
0.00
8/13/2011
0.063
0.53
8/14/2011
0.063
0.65
8/15/2011
0.063
0.00
8/16/2011
0.061
0.00
8/17/2011
0.059
0.00
8/18/2011
0.060
0.02

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date -
DailV Flow MGD
Rain Data in
8/19/2011
0.062
0.18
8/20/2011
0.064
0.04
8/21 /2011
0.064
0.45
8/22/2011
0.064
0.00
8/23/2011-
.0.062
0.00
8/24/2011
.0.060
0.00
8/25/2011
0.058
0.00
8/26/2011
0.060
0.00
8/27/2011
0.062
0.22
8/28/2011
0.062
0.00
8/29/2011
0.062
0.00
8/30/2011
0.060
0.00.
8/31 /2011
0.058
0.00
9/1 /2011
0.062
0.00
9/2/2011
0.064
0.00
-9/3/2011
0.066
0.32
9/4/2011
0.066
0.00
9/5/2011
0.066
0.15
9/6/2011
0.086
3.32
9/7/2011
0.064
0.21
9/8/2011
0.063
0.15
9/9/2011
0.062
0.00
9/10/2011
0.063
0.00
9/11/2011
0.063
0.00
9/12/2011
0.063
0.00
9/13/2011
0.061
0.00
9/14/2011
0.059
0.00
9/15/2011
0.057
0.00
9/16/2011
0.059
0.00
9/17/2011
0.061
0.00
9/18%2011
0.061
0.00 -
9/19/2011
0.061
0.00
9/20/2011
0.059
0.04
9/21 /2011
0.057
0.04
9/22/2011
0.058
1.28
9/23/2011
0.06
0.21
9/24/2011
0.062
0.04
9/25/2011
0.062
3.30
9/26/2011
0.062
0.16
9/27/2011
0.06
0.03
- 9/28/2011
0.057
0.01
9/29/2011
0.058
0.00
9/30/2011
0.06
0.00
10/1 /2011
0.064
0.00
10/2/2011
0.064
0.00
10/3/2011
0.064
0.00

PLANT FLOW DATA
GGCC WVVTP
Linville, North Carolina
Date
Dail : Flow MGD
Rain Data in
10/4/2011
0.062
0.00
10/5/2011
0.06
0.00
10/6/2011
0.061,
0.00
10/7/2011
0.063
0.02
10/8/2011
0.065
0.00
10/9/2011
0.065
0.00
10/10/2011
0.065
0.00
10/11 /2011
0.063
0.20
10/12/2011
0.061
0.46
10/13/2011
0.062
0.23
10/14/2011
0.06.4
0.00
10/15/2011
0.066
0.89
10/16/2011
0.066
0.00
10/17/2011
0.066
0.00
10/1.8/2011
0.064
0.00 -
10/19/2011
0.062
0.49
10/20/2011
0.06
0.55
10/21 /2011
0.062
0.00
10/22/2011
0.064
0.00
10/23/2011
0.064
0.00
10/24/2011
0.064
0.00
10/25/2011
0.062
0.00 -
10/26/2011
0.06
0.00
10/27/2011
0.059
0.00
10/28/2011
0.061
0.01
10/29/2011
0.063
0.22
10/30/2011
0.063.
0.03
10/31 /2011
0.063
0.00 .
11 /1 /2011
0.061
0.00
11 /2/2011
0.059,
0.00
11 L3/2011
0.058
0.00 . -
11 /4/2011
0.06
1.04
11 /5/2011
0.062
0.03
11 /6/2011
0.062
0.00
11 /7/2011
0.062
0.00
11 /812011
0.06
0.00
11 /9/2011
0.059
0.00
11 /10/2011
0.062
0.01
11 /11 /2011
0.064
0.00
11 /12/2011
0.064
0.00
11 /13/2011
0.064
0.02 ,
11 /14/2011
0.064
0.00
11 /15/2011
0.062
0.01
11 /16/2011
0.06
0.32
11 /17/2011
0.059
0.60
11 /18/2011
0.061
0.05

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Dail v. Flow MGD
Rain Data in
11 /19/2011
0.063
0.00
11 /20/2011
0.063
0.00
11 /21 /201'1
.. 0.063.
0.02
11 /22/2011
0.062
0.03
11 /23/2011
0.064
0.15
: 11 /24/201:1-
. 0.066
0.00
11 /25/2011
0.066
0.00
11 /26/2011
0.066
0.00
11 /27/2011
0.066
0.00
11 /28/2041
0.066
0.43
11 /29/2011
0.064
2.40 -
11 /30/2011
0.062
2.60
12/1 /2011
0.06
0.00
12/2/2011
0.061
0.00
-12/3/2011.
0.062
0.00 .
12/4/2011
-0.062
0.00
12/5/2011
0.062
0.00
12/6/2011
0.06
0.28 .
12/7/2011
0.058
2.00
12/8/2011
0.057
0.63
12/9/2011
0.059
0.00 .
12/10/2011
0.061
0.00
12/11 /2011
0.061
0.00
12/12/2011
0.061
0.00
12/13/2011
0.059
0.00
12/14/2011
0.057
0.00
12/15/2011
0.059
0.00
12/16/2011
0.061
0.00
12/17/2011
0.063
0.40
12/18/2011
0.063
0.00
12/19/2011
0.063
0.00
12/20/2011
0.061
0.00
12/21 /2011
0.059
0.00
12/22/2011
0.061
0.04
12/23/2011
0.063
1.00
12/24/2011
0.065
0.00
12/25/2011
0.065
0.00
12/26/2011
0.065
0.00
12/27/2011
0.065
0.60
12/28/2011
0.065
0.00
12/29/2011
0.063
0.00 .
12/30/2011
0.061
0.00
12/31 /2011
0.062
0.00
1/1/2012
0.062
0.00
1 /2/2012
0.062
0.00
1 /3/2012
0.060
0.00

PLANT FLOW DATA
GGCC WWTP
.Linville, North Carolina
Date
Dail Flow MGD
Rain Data in
1/4/2012
0.058
0.30
1/5/2012
0.057
0.00
1 /6/2012
. 0.059
0.00
1/7/2012
0.061:
0.02
1 /8/2012
.0.066
0.12
1/9/2012
0.061
0:90
1/10/2012
0.059
0.40
-1/11/2012
0.057
0.57
1 /12/2012
.0.060
1.17
1/13/2012
0.062
0.17
1/14/2012
0.064
0.10
1/15/2012
0.064
0.00
1/16/2012
0.064
1.10
1/17/2012
0.064
0.00
1 /18/2012
0.062
0.17
1 /19/2012
-0.060
0.00
1/20/2012
0.061
0.00
1/21/2012-
0.062
0.24 .
1/22/2012
0.062
0.75
1/23/2012
0.062
0.17
1/24/2012
0.060
0.14
1 /25/2012
0.058
0.00
1/26/2012
0.057
0.00
1/27/2012
0.059
0.41
1/28/2012
0.060
0.10
1/29/2012
0.060
0.00
1 /30/2012
0.060
0.00
1/31/2012
0.058
0.00
2/1 /2012.
0.056
0.00
2/2/2012
0.058
0.27
2/3%2012
0.060
0.00
2/4/2012
0.061
0.02
2/5/2012
0.061
0.28
2/6/2012
0.061
0.00
2/7/2012
0.060
0.00.
2/8/2012
0.058
0.00
2/9/2012
0.057
0.09
2/10/2012
0.060
0.00
2/11 /2012
0.062
0.00
2/12/2012
0.062
0.22
2/13/2012
0.062
0.00
2/14/2012
0.060
0.00
2/15/2012
0.058
0.00
2/16/2012
0.056
0.02
2/17/2012
0.058
0.26
2/18/2012
0.060
0.00

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date':-
Dail : Flow MGD
Rain Data in
2/19/2012
0.060
0.41
2/20/2012
0.0.60
0.00
2/21/2012
0.058
0.00
2/22/2012
0.056 -
0.00
2/23/2012
.0.054
0.52
2/24/2012
0.056
0.00
2/25/2012
0.058
0.00
2/26/2012
0.058
0.00
2/27/2012
0.058
0.00
2/28/2012
0.058
0.00
2/29/2012
0.056
0.01
3/1/2012
-0.025
0.10
3/2/2012
0.030
0.00
3/3/2012
0.024
0.43
3/4/2012
0.024
0.00
3/5/2012
0.024
0.00
3/6/2012
0.023
0.28
3/7/2012
0.024
0.00
3/8/2012
0.021
0.00
3/9/2012
0.022
0.47
3/10/2012
0.019
0.00
3/11/2012.
0.019
0.00
3/12/2012
0.019
0.00
3/13/2012
0.023
0.10
3/14/2012
0.021
0.00
3/15/2012
0.017
0.00
3/115/2012
0.019
0.57
3/17/2012
0.016
0.09
3/18/2012
0.016
0.43
3/19/2012
0.016
0.01
3/26/2012
0.03.4
0.00 .
3/21/2012
0.038
0.00
3/22/2012
0.030
0.00
3/23/2012
0.022
0.00
3/24/2012
0.026
0.12
3/25/2012
0.026
0.89
3/26/2012
0.046
0.20
3/27/2012
0.015
0.00
3/28/2012
.0.014
0.00
3/29/2012
0.052
0.00
3/30/2012
0.046
0.00
. 3/31 /2012
.0.024
0.19
4/1/2012
0.150
0.62
4/2/2012
0.150
0.30
4/3/2012
0.060
0.01
4/4/2012
0.050
0.15

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Dail : Flow MGD
Rain Data in
4/5/2012
0.140
0.03
4/6/2012
0.026
0- 83
4/7/20.12
0.026
0.00
4/8/2012
0.026:
.:0.00
4/9/2012
0.026
0.00
4/10/2012
0.060
0-.00
4/11/2012
0.060 -
0.00
4/12/2012
0.050
0.00
. 4/13/2012 :.
0.050
0.00
4/14/2012
0.049
0.00
4/15/2012
0.049
0.00
4/16/2012
0.015
0:00
4/17/2012
0.042
0.00
4/18/2012
0.064
2.27
.4/19/2012
0.072
0.29
4/20/2012
0.069
0.00
4/21/2012
0.098
0.00
4/22/2012
0.098
0.24
4/23/2012
0.020
0.00
4/24/2012
0.064
0.22
4/25/2012
0.064
0.28
4/26/2012
0.080
0.39
4/27/2012
0.064
0.37
4/28/2012
0.064
0.00
4/29/2012
0.064
0.00
4/80/2012
..-0.064
0.00
5/1 /2012
0.040
2.10
5/2/2012
0.040
0.00
5/3/2012
0.040
1-.00
5/4/2012
0.055
0.00
502012
0.063
0.00.
5/6/2012
0.063
0.43
5/7/2012
0.063
0.22
5/8/2012
0.069
0.60
5/9/2012
0.085
0.01 .
5/10/2012
0.067
0.39
5/11 /2012
0.064
0.00
5/12/2012
0.061
0.00
5/13/2012
0.061
0.00
5/14/2012
0.061
0.93
5/15/2012
0.064
0.50
.5/16/2012
0.081
0.35
5/17/2012
0.055
0.00
5/18/2012
0.085
2.06
5/19/2012
0.072
0.00
5/20/2012
0.072
0.00

PLANT FLOW DATA
GGCC WWTP
Linville, -North Carolina
Date
Daily Flow MGD
Rain Data in
5/21/2012
0.072
0.00
5/22/2012
0.071
0.02
5/23/2012
0.070
0.79
5/24/2012
0.067:
0.40
5/25/2012
0.068
0.00
5/26/2012
:0.069
0.00
5/27/2012
0.069
0.00
5/28/2012
0.069
0.00
5/29/2012
.0.069
0.03
5/30/2012
0.068
0.65
5/31/2012
0.067
0.00 .
6/1/2012
0.070
0.00
6/2/2012
0.070
0.45
6/3/2012
0.070
0.00
6/4/2012
.0.070
0.00
6/5/2012
0.073
0.00
6/6/2012
0.065
0.08
6/7/2012
0.070
0.06
- 6/8/2012
0.065
0:00
6/9/2012
0.071
0.00
6/10/2012
0.071
0.00
6/11/2012
0.071
0.10.
6/12/2012
0.067
0.38
6/13/2012
0.079
0.00
6/14/2012
0.070
0.00
6/15/2012
-:0.070.
0.00
6/16/2012
0.070
0.00
6/17/2012
0.07.0
0.00
.-6/18/2012
.0.070
0.01
6/19/2012
0.068
0.00
6/20%2012
0.069
0.00.
6/21/2012
0.068
0.00
6/22/2012
0.069
0.06
6/23/2012
0.070
0.56
6/24/2012
0.070
0.00.
6/25/2012
0.070
0.00
6/26/2012
0.069
0.00
6/27/2012
0.070
0.00
6/28/2012
.0.067
0.00
6/29/2012
0.070
0.00
6/30/2012
0.070
0.00
7/1/2012
0.068
0.00
7/2/2012
0.068
0.83
7/3/2012
0.075
0.00
7/4/2012
0.073
0.03
7/5/2012
0.073
0.00

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Dailv Flow MGD
Rain Data in
7/6/2012
0.082
0.00
7/7/2012
0.067
0.27
7/8/2012
0.067
0.00
7/9/2012
0.067
0.00
7/10/2012
0.069
0.00
7/11/2012
0.083
0.55
7/12/2012
0.060
0.56
7/13/2012
0.081
0.51
7/14/2012
0.070
0.53
7/15/2012
0.070
0.01
7/16/2012
0.070
0.00
7/17/2012
0.069
0.45
7/18/2012
0.068
0.00
7/19/2012
0.072
0.35
7/20/2012
0.070
0.15
7/21/2012
0.069
0.00
7/22/2012
0.069
0.00
7/23/2012
0.069
0.00
7/24/2012
0.072
0.32
7/25/2012
0.074
1.65
7/26/2012
0.075
0.00
7/27/2012
0.059
0.00
7/28/2012
0.070
0.00
7/29/2012
0.070
0.00
7/30/2012
0.070
0.00
7/31 /2012
0.077
0.00
8/1 /2012
0.007
0.49
8/2/2012
0.006
0.00
8/3/2012
0.057
0.00
8/4/2012
0.027
1.36
8/5/2012
0.027
0.00
8/6/2012
0.027
0.61
8/7/2012
0.031
0.01
8/8/2012
0.008
0.35
8/9/2012
0.008
0.00
8/10/2012
0.015
0.37
8/11/2012
0.007
0.66
8/12/2012
0.007
0.00
8/13/2012
0.007
0.00
8/14/2012
0.006
0.05
8/15/2012
0.005
0.00
8/16/2012
0.006
0.00
8/17/2012
0.005
0.00
8/18/2012
0.004
0.03
8/19/2012
0.004
0.10
8/20/2012
0.004
0.10
8/21/2012
0.005
0.00
8/22/2012
0.012
0.07
8/23/2012
0.012
0.00
8/24/2012
0.011
0.00

PLANT FLOW DATA
GGCC WWTP
Linville,_North Carolina
Date
Daily: Flow MGD
Rain Data in
8/25/2012
0.014
1.32
8/26/2012
0.014
0.00
8/27/2012
0.014
0.00-
8/28/2012
0.01
0.00
8/29/2012
0.011-
0.00
8/30/2012
0.017
0.00
8/31/2012
0.034
0.13
9/1/2012
0.035
0.00
9/2/2012
0.035
0.07
9/3/2012
0.035
037
9/4/2012
0.035
0.75
9/5/2012
0.323
0.36 .
9/6/2012
0.040
0.63
9/7/2012
0.038
0.00
9/8/2012
0.025
0.00
9/9/2012
0.025
0.03
9/10/2012
0.025
0.00
9/11 /2012
0.018
0.00
9/12/2012
0.018
0.00
9/13/2012
0.057
0.00
9/14/2012
0.026
0.00
9/15/2012
0.020
0.00
9/16/2012
0.020
0.00
9/17/2012
0.020
0.55
9/18/2012
0.060
3.53
9/1912012 .
0.080
0.85
9/20/2012
0.064
0.00
9/21 /2012
0.046
0.00
9/22/2012
0.025
0.00
9/23/2012
0.025
0.00
9/24/2012
0.025
0.00
9/25/2012
0.071
0.00
9/26/2012
0.025
0.00
9/27/2012
0.027
0.00
9/28/2012
0.024
0.00
9/29/2012
0.020
0.00
9/30/2012
0.020
0.30
10/1 /2012
0.028
0.04
10/2/2012
0.056
1.05
10/3/2012
0.095
0.69
10/4/2012
0.050
0.00
10/5/2012
0.038
0.00
10/6/2012
0.040
0.00
10/7/2012
0.040
0.36
10/8/2012
0.040
0.05
10/9/2012
0.031
0.03
10/10/2012
0.028
0.00

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Dail . Flow. MGD
Rain Data in
10/11/2012
0.026
0.00
10/12/2012
0.029
0.00
10/13/2012
0.024.
0.00
10/14/2012
0.024..:
0.00
10/15/2012
0.024
0.65
: 10/16/2012
.0.029
0.00
10/17/2012
0.026
0.00
10/18/2012
0.023
0.00
10/19/2012
0.023
0.00:
10/20/2012
0.024
0.00
10/21 /2012
0.024
0.00
10/22/2012
0.024
0.00.
10/23/2012
0.013
0.00
10/24/2012
0.021
0.00
10/25/2012
0.018
0.00
10/26/2012
. 0.015
0.00
10/27/2012
0.015
0.00
10/28/2012
0.015
0.00
10/29/2012
0.015
0.00
10/30/2012
0.015
0.00
10/31 /2012
0.013
0.00
11 /1 /2012
0.018
0'.00
11 /2/2012
0.018
0.00
11 /3/2012
0.026
0.00
11 /4/2012
0.026
0.08
11 /5/2012
0.026
0.00
11 /6/2012
0.013
0.00
11 /7/2012
0.015
0.00 .
11 /8/2012
0.015
0.00
11 /9/2012
0.014
0.00
11 /10/2012
0.013
0.00
11/11/2012
0.013
0.00
11 /12/2012
0.013
0.01
11 /13/2012
0.018
0.52
11 /14/2012
0.015
0.00
11 /15/2012
.0.014.
0.00
11 /16/2012
0.012
0.00
11 /17/2012
0.013
0.00
: 11 /18/2012
0.013
0.00
11 /19/2012 .
0.013
0.00
11 /20/2012
0.010
0.00
11 /21 /2012
0.017
0.00
11 /22/2012
0.017
0.00
11 /23/2012
0.017
0.00
11 /24/2012
0.017
0.00
11 /25/2012
0.017
0.00

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Dailv Flow MGD
Rain Data in
11 /26/2012
0.017
0.00
11 /27/2012
0.012
0.09
11 /28/2012
0.011
0.00
11 /29/2012
0.013
0.00
11 /30/2012
0.010
0.00
12/1 /2012
.0.010
0.00
12/2/2012
0.010
0.00
12/3/2012
0.010
0.00
12/4/2012
0.010
0.00
12/5/2012
0.010
0.00
12/6/2012
0.014
0.00
12/7/2012
0.009
0.02
12/8/2012
0.012
0.01
12/9/2012
0.012
0.00
12/10/2012
0.012
0.00
12/11 /2012
0.013
0.22
12/12/2012
0.011
0.24
12/13/2012
0.011
0.00
12/14/2012
0.010
0.00
12/15/2012
0.013
0.00
12/16/2012
0.013
0.17
12/17/2012
0.013
0.70
12/18/2012
0.019
0.10
12/19/2012
0.015
0.00
12/20/2012
0.014
0.00
12/21/2012
0.030
0.00
12/22/2012
0.056
0.00
12/23/2012
0.056
0.00
12/24/2012
0.056
0.89
12/25/2012
0.056
0.00
12/26/2012
0.056
0.00
12/27/2012
0.011
0.00
12/28/2012
0.012
0.00
12/29/2012
0.056
0.00
12/30/2012
0.056
0.00
12/31/2012
0.056
0.00
1/1/2013
0.033
0.00
1 /2/2013
0.033
0.00
1 /3/2013
0.033
0.00
1 /4/2013
0.041
0.00
1 /5/2013
0.036
0.00
1 /6/2013
0.036
0.00
1 /7/2013.
0.036
0.00
1/8/2013
0.033
0.00
1/9/2013
0.029
0.00
1 /10/2013
0.041
0.02
1/11/2013
0.011
0.12
1/12/2013
0.0.33
0.01

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
_Dail : Flow. MGD
Rain Data in
1 /13/2013
0.033
0.00
1 /14/2013
.0.033
0.49
1/15/2013
0.112
2.05
1/16/2013
0.171
1.17
1/17/2013
0.101
0.41
1/18/2013
0.144
0.00
1/19/2013
0.103
0.00
1/20/2013
0.103
0.00
1/21/2013
0.103
0.00
1/22/2013
0.103
0.00
1/23/2013
0.039
0.00
1 /24/2013
0.039.
0.00
1 /25/2013
0.044
0.00
1/26/2013
0.044
0-.00.
1/27/2013
0.044
0.00
1/28/2013
0.044
0.00
1/29/2013
0.036
0.00
1/30/2013
0.039
0.00
1/31/2013
0.122
0.00
2/1/2013
0.005
0.20
2/2/2013
0.005
0.00
2/3/2013
0.005
0.27
2/4/2013
0.005-
0.13
2/5/2013
0.022
0.00
2/6/2013
0.173
0.00
2/7/2013 '
- 0.021
0.00 .
2/8/2013
0.048
0.65
2/9/2013
0.036
0.02
2/10/2013.
0.036
0.00 .
2/11 /2013
0.036
0.23
2/12/2013
0.029
0.00
2/13/2013
0.025
- 0.26
2/14/2013
0.030
0.14
2/15/2013
0.1.15
0.00:
2/16/2013
0.007
0.13
2/17/2013
0.007
0.13
2/18/2013
0.007
0.00
2/19/2013
0.013
0.09
2/20/2013
0.018
0.00
2/21 /2013
0.022
0.05
2/22/2013
0.035
0.46
2/23/2013
0.018
0.18
2/24/2013
0.018
0.00
2/25/2013
0.018
0.00
2/26/2013
0.021
0.55
2/27/2013
0.069
0.21
2/28/2013
0.029
0.08
3/1/2013
0.038
0.04
3/2/2013
0.023
0.06
3/3/2013.
0.023
0.06
3/4/2013
0.023
0.00
3/5/2013
0.018
0.00
3/6/2013
0.049
1.30
3/7/2013
0.042
0.09
3/8/2013
0.018
0.00

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Dail Flow. MGD
Rain Data in
3/9/2013
0.024
0.00
3/10/2013
0.024
0.00
3/11 /2013
0.024
0.02
3/12/2013
0.047
1.28
3/13/2013
0.048
0.00
3/14/2013
0.029
0.00
3/15/2013
0.026
0.00
3/16/2013
0.026
0.00
3/17/2013
0.026-
0.00
3/18/2013
0.026
0.00
3/19/2013
0.025
0.48
3/20/2013
0.020
0.00
3/21/2013
0.01.4
0.05
3/22/2013
0.011
0.00
3/23/2013
:0.014
0- 00
3/24/2013
0.014
0.46
3/25/2013
0.014
- 0.71
3/26/2013
0.019
0:48
3/27/2013
0.014
0.11
3/28/2013
0.015
0.00
3/29/2013 _
0.014
0.00 .
3/30/2013
0.014
0.00
3/31/2013
0.014
0.28
4/1/2013
0.010
.0.28
4/2/2013
0.019
0.02
4/3/2013
0.017
0.00
4/4/2013
0.017
0.00
4/5/2013
0.017
0.63
4/6/2013
0.014
0.00
4/7/2013
0.014
0.00
4/8/2013
0.014
0.00
4/9/2013
0.061
0.00
4/10/2013
0.010
0.00
4/11/2013
0.023
0.00
4/12/2013
0.036
2.26
4/13/2013
0.032
0.07
4/14/2013
0.032
0.00
4/15/2013
0.032
0.30 -
4/16/2013
0.032
0.01
4/17/2013
0.020
0.15
4/18/2013
0.014
0.15 .
4/19/2013
0.016
0.44
4/20/2013
0.023
0.76
4/21/2013
0.023
0.00
4/22/2013
0.023
0.00
4/23/2013
0.015
0.00
4/24/2013
0.016
0.00
4/25/2013
0.016
0.22
4/26/2013
0.016
0.00
4/27/2013
0.014
0.03
4/28/2013
0.014
0.18
4/29/2013
0.014
1.21
4/30/2013
0.033
0.00
5/1 /2013
0.014
0.37
5/2/2013
0.015
0.22

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Daliv Flow. MGD
Rain Data in
5/3/2013
0.020
0.18
5/4/2013
0.059
0.04
5/5/2013
-0.059
1.10
5/6/2013
0.059
5.65
5/7/2013
0.055
0.31
5/8/2013
0.013
0.89
5/9/2013:
0.013
0.03
5/10/2013
0.013
0.00
5/11/2013
0.035
0.02
5/12/2013
0.035
0:02
5/13/2013
0.035
0.00
5/14/2013
0.021,
0.00
5/15/2013
0.012
0.00
5/16/2013
0.017
0.00
5/17/2013
0.018
0:00
5/18/2013
0.017
0.11
5/19/2013
0.017
0.53
5/20/2013
0.017
0.15
5/21/2013
0.018
0.00
5/22/2013
0.015
0.62
5/23/2013
0.022
0.45
5/24/2013
0.018
0.18
5/25/2013
0.022
0.03
5/26/2013
0.022
0.03
5/27/2013
0.022
0.00.:
5/28/2013
0.019
0.00
5/2912013
.:0.016
0.00
5/30/2013
0.012
0.00
5/31 /2013
0.013
0.00
6/1 /2013 -
0.016
0.00
6/2/2013
0.016
0.00
6/3/2013
0.016
0.32
6/4/2013
0.011
0.00
6/5/2013
0.012
0.00
6/6/2013
0.012
0.00
6/7/2013
0.024
1.17
6/8/2013
0.025
0.30
6/9/2013
0.025
0.13
6/10/2013
0.025
0.00
6/11/2013
0.042
0.00
6/12/2013
0.022
1.90 .
6/13/2013
0.024
0.00
6/14/2013
0.018
0.73
6/15/2013
0.022
0.00
6/16/2013
0.022
0.00
6/17/2013
0.022
0.09
6/18/2013
0.008
0.00
6/19/2013
0.022
0.43
6/20/2013
0.012
0.00
6/21/2013
0.013
0.00
6/22/2013
0.016
0.00
6/23/2013
0.016
0.00
6/24/2013
0.016
0.00
6/25/2013
0.011
0.21
6/26/2013
0.009
0.00

PLANT FLOW DATA
GGCC. WWTP .
Linville, North Carolina
Date
Daily Flow. MGD
Rain Data in
6/27/2013
0.015
0.20
6/28/2013
0.013
0.00.
6/29/2013
.0.013
0.29
6/30/2013
0.013
0.00
7/1/2013
0.021
1.04
7/2/2013
0.051
1.70 -
7/3/2013.
0.049
0.00
7/4/2013
0.075
0.00
7/5/2013
0.075
2.50
7/6/2013
0.075
0.47
7/7/2013
0.075
2.84
7/8/2013
0.075
0.77
7/9/2013
0.077
0.00
7/10/2013
0.075
0.48.
7/11 /2013
, 0.054
0.67
7/12/2013
0.062.
0.00
7/13/2013
0.046
0.32
7/14/2013
0.046
0.00
7/15/2018
0.086
0.00
7/16/2013
0.067
0.01
7/17/2013
0.053
0.48
7/18/2013
0.096
2.24
7/19/2013
0.033
0.00
7/20/2013
0.033
0.13
7/21/2013
0.033
0.37
7/22/2013
0.023
0.05
7/23/2013
0.014
0.64
7/24/2013
0.030
0.01
7/25/2013
0.039
0.00
7/26/2013 -
0.036
0.00
7/27/2013
0.017
1.90
7/28/2013
0.017-
1.31
7/29/2013
0.017
0.00
7/30/2013
0.052
0.08
7/31/2013
0.018
0.15
8/1/2013
0.014
0.17
8/2/2013
0.020
0.03
8/3/2013
0.010
0.00
8/4/2013
0.010
0.00
8/5/2013
0.010
0.00
8/6/2013
0.019
0.00
8/7/2013
0.019
0.00
8/8/2013
0.022
0.70
8/9/2013
0.017
0.02
8/10/2013
0.021
0.04
8/11 /2013
0.021
0.84
8/12/2013
0.021
0.01
8/13/2013
0.036
0.75
8/14/2013
0.022
0.09
8/15/2013
0.020
0.00
8/16/2013
0.019
0.00
8/17/2013
0.062
0.00 _
8/18/2013
0.062
0.45
8/19/2013
0.062
0.00
8/20/2013
0.053
1.67

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Daily Flow MGD
Rain Data in
8/21 /2013
0.035
0.01
8/22/2013
0.037
0.01
8/23/2013
0.034
0.00
8/24/2013
0.016
0.12
8/25/2013
0.016
0.00
8/26/2013
0.016
0.00
8/27/2013
0.016
0.00
8/28/2013
0.020
0.01
8/29/2013
0.019
0.01
8/30/2013
0.023
1.02
8/31/2013
0.023
0.00
9/1 /2013
0.032
0.00
9/2/2013
0.032
0.00
9/3/2013
0.032
0.00
9/4/2013
0.024
0.10
9/5/2013
0.025
0.00
9/6/2013
0.022
0.00
9/7/2013
0.021
0.00
9/8/2013
0.021
0.00
9/9/2013
0.021
0.00
9/10/2013
0.016
0.28
9/11/2013
0.014
0.43
9/12/2013
0.026
0.30
9/13/2013
0.023
0.75
9/14/2013
0.021
0.00
9/15/2013
0.021
0.00
9/16/2013
0.021
0.00
9/17/2013
0.015
0.00
9/18/2013
0.016
0.02
9/19/2013
0.019
0.06
9/20/2013
0.017
0.00
9/21/2013
0.026
0.00
9/22/2013
0.026
0.84
9/23/2013
0.026
0.00
9/24/2013
0.045
0.00
9/25/2013
0.015
0.10
9/26/2013
0.02
0.24
9/27/2013
0.015
0.00
9/28/2013
0.023
0.00
9/29/2013
0.023
0.00
9/30/2013
0.023
0.00
10/1 /2013
0.021
0.00
10/2/2013
0.02
0.00
10/3/2013
0.013
0.00
10/4/2013
0.017
0.00
10/5/2013
0.02
0.00
10/6/2013
0.02
0.02
10/7/2013
0.02
1.40
10/8/2013
0.026
0.00
10/9/2013
0.018
0.00
10/10/2013
0.017
0.00
10/11 /2013
0.02
0.00
10/12/2013
0.021
0.00
10/13/2013
0.021
0.00
10/14/2013
0.021
0.11

PLANT FLOW DATA
GGCC WWTP .
.Linville, North Carolina
Date .
Dailv Flow MGD
Rain Data in
10/15/2013
0.015
0.00
10/16/2013
0.015
0.03
10/17/2013
.0.014
0.00
10/18/2013
0.016
0.08
10/19/2013
0.018
0.01
.10/20/2013
0.018
0.01
10/21 /2013
0.018
0.00
10/22/2013
0.013
0.00
10/23/2013
0.013
0.00
10/24/2013
0.018
0.00
10/25/2013
0.01
0.00
10/26/2013
0.008
0.00
10/27/2013
0.008
0.00
10/28/2013
0.008
0.00
10/29/2013
0.008
0.32
10/30/2013
0.007
0.33
10/31 /2013
0.017
0.02
11/1/2013
0.009
0.04
11 /2/2013
0.005
0.00
11 /3/2013
0.005
0.00
11/4/2013
0.005
0.00
11/5/2013
0.006
0.00
11/6/2013
0.008
0.00
11/7/2013
0.016
.0.00
11 /8/2013
0.012
0.00
11 /9/2013 .
0.017
-0.00.
11 /10/2013
0.017
0.00
11/11/2013
0.017
0.00
11/12/2013
0.017
0.00
11/13/2013
0.011
0.38
11 /14/2013
0.009
0.00
11 /15/2013
0.008
0.00
11 /16/2013
0.013
0.30
11 /17/2013
0.013
0.13
11 /18/2013
0.013
0.35
11/19/2013
0.013
0.00
11 /20/2013
0.01
0.00 :
11 /21 /2013
0.009
0.00
11/22/2013
0.011
0.03
11/23/2013
0.012
0.20
11 /24/2013
0.012
0.00
11 /25/2013
0.012
0.00
11 /26/2013
0.016
0.81
11 /27/2013
0.07
1.56
11/28/2013
-0.07
0.02
11 /29/2013
0.07
0.00
11/30/2013
0.07
0.00
12/1/2013
0.019
0.00
12/2/2013
0.019
0.00
12/3/2013
0.022
0:00
12/4/2013
0.006
0.00
12/5/2013
0.028
0.00
12/6/2013
0.018
0.37
12/7/2013
0.026
0.47
12/8/2013
0.026
0.00

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Daily- Flow MGD)
Rain Data in
12/9/2013
0.026
0.00
12/10/2013
0.033
0.26
12/11 /2013
0.03
0.00
12/12/2013
0.025
0.00
12/13/2013
0.022
0.00
12/14/2013
0.026
0.00
12/15/2013
0.026
0.00
12/16/2013
0.026
0.00
12/17/2013
0.023
0.00
12/18/2013
0.02
0.00
12/19/2013
0.02
0.00
12/20/2013
0.017
0.00
12/21 /2013
0.047
0.00
12/22/2013
0.047
0.13
12/23/2013
0.047
2.64
12/24/2013
0.07
0.00
12/25/2013
0.07
0.00
12/26/2013
0.07
0.00
12/27/2013
0.07
0.00
12/28/2013
0.04
0.00
12/29/2013
0.04
0.47
12/30/2013
0.04
0.00
12/31 /2013
0.035
0.00

0.200
0.180
0.160
0.140
0.120
t]
75
c�
0.100
ry
3
0
LL 0.080
0.040
0.020
1 / 11 •i�
PLANT FLOW DATA
GGCC WWTP
LINVILLE, NORTH CAROLINA
I I
Rainfall (in)
Daily Flow (MGD)
2/1 /11 3/1 /11 4/1 /11 511 /11 6/1 /11 7/1 /11 8/1 /11 9/1 /11 10/1 /11 11 /1 /11 12/1 /11
Page 1
4.00
3.50
3.00
2.50
1.50
1.00
.0.50
c

0.200
0.180
0.160
0.140
—0.120
n
(D
110.100
0
u' 0.080
I.1
0.040
0.020
PLANT FLOW DATA
GGCC WWTP
LINVILLE, NORTH CAROLINA
I I
® Rainfall (in)
— Daily Flow (MGD)
611/12 7/1/12 8/1/12 9/1/12 10/1/12 11/1/12 1211/12
Page 1
4.00
3.50
3.00
2.50
c
2.00 2
c
cu
W
1.50
1.00
0.50
1 11

0.200
0.180
0.160
0.140
—0.120
C�
0 0.100
ry
0
LL 0.080
0.040
0.020
1 III �''A''�':11�111�11[1111d1'��St�:W�9!•�lf�fl:�(i31YY+
PLANT FLOW DATA
GGCC WWTP
LINVILLE, NORTH CAROLINA
Rainfall (in)
—Daily Flow (MGD)
6/1/13 7/1/13 8/1/13 9/1/13 10/1/13 11/1/13 12/1/13
Page 1
4.00
3.50
3.00
2.50
c
2.00 u
c
1.50
1.00
0.50
wo]

Appendix 3: NPDES Permit
Grandfather Golf & Country Chub 2014 Sanitary Sewer
Linville, North Carolina Evahiation Study

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
LDIVISION OF WATER QUALITY ,
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by. the North Carolina Environmental
Management Commission, and.the Federal Water Pollution Control Act, as amended,
GGCC Utility, Inc.
is hereby authorized to discharge wastewater from a facility located at the
Grandfather Golf and Country Club W v7P
2120 NC Highway 105 South
Linville
Avery County
to receiving waters designated as the Linville River in subbasin 037.08-30 of the
Catawba River Basin in accordance with effluent ]irritations, monitoring
requirements, and other conditions set forth in Parts I, II, III and IV hereof.
This permit shall become effective February 1, 2010.
This permit and authorization to discharge shall expire at midnight on January 31, 2015.
Signed this day December.22, 2009.
een H. Sullins, Director
Division of Water Quality
By. Authority of the Environmental Management Commission

Permit NCO023124
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked. As of this permit issuance, any previously issued permit bearing this number is no longer
effective. Therefore, the exclusive authority to operate and discharge from this facility arises under
the permit conditions, 'requirements, terns, and provisions included herein.
GGCC Utility, Inc. is hereby authorized to:
I. Continue to operate an existing 0.07 MGD wastewater treatment facility with the
following components:
4 Influent screening
♦ Pre -aeration basin
♦ 16 Aeration basins
♦ 4 Clarifiers [dual train with valves to separate treatment trains]
♦ Sludge holding tank
® Back-up chlorination and dechlorination equipment
♦ Tertiary filtration
A Flow meter (totalizer)
♦ UV disinfection
♦ Re -aeration basin
This facility is located north of Linville at the Grandfather Golf and Country Club
WWTP on NC Highway' 105 in Avery County.
2. Discharge from said treatment works at the location specified_ on the attached
map into the Linville River, currently classified C-Trout waters in hydrologic unit
03050101 of the Catawba River Basin.

Latitude: 36°05'15"
Longitude: 81°51'55"
Receiving Stream: Linville River
Quad #: C11SE
Stream. Class: C-Trout
Hydrologic Unit Code: 03050101
NC00231 Z4
Grandfather Golf
and Country Club
FaciLity�
Location
rffl
N%,a 11 SCALE 1:24000 - Avery County

Permit NCO023124
A. (1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During.ihe period beginning on the effective date of this permit and lasting until expiration, the Permittee is
authorized to discharge from outfall 001. ' Such discharges shall be limited and monitored by the Permittee as
specified below:
PARAMETER
LIMITS
MONITORING -REQUIREMENTS
Monthly Average.
Daily Maximum
Measurement
Frequency
Sample
Type
Sample Location
Flow
0.07 MGD
Continuous
Recording
Influent or Effluent
MOD, 5-day (20°C)
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
Total Suspended Solids
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
NH3 as N
(April 1 '= October 31)
9.0 mg/L J
35.0 mg/L
2/Month
Composite
Effluent
NH3 as N
November 1 —March 31
27.0 mg/L
35.0 mg/L
2/Month
Composite
Effluent
Fecal Coliform
(geometric mean
200 / 100 ml
400 / 100 ml
Weekly
Grab
Effluent
Total Residual Chlorines
17 Ng/L
2/Week
Grab
Effluent
Temperature (°C)
Weekly
Grab
Effluent
Total Nitrogen
(NO2+NO3+TKN)
Quarterly
Composite
Effluent
Total Phosphorus
Quarterly
Composite
Effluent
pH
> 6.0 and < 9.0 standard units
Weekly
Grab
Effluent
Footnotes:
1. Limit and monitoring.requirements apply only if chlorine is used for disinfection.. The Permittee shall report
all effluent TRC values reported by a NC -certified laboratory [including field -certified]. Effluent values below
50 µg/L will be treated as zero for compliance purposes.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Daily Flow MGD
1 /1 /2011
0.053
1 /2/2011
0.053
1/3/2011
0.053
1 /4/2011
0.050
1 /5/2011
0.048
1 /6/2011
0.046
1 /7/2011
0.048
1 /8/2011
0.050
1 /9/2011
0.050
1 /10/2011
0.050
1 /11 /2011
0.048
1 /12/2011
0.047
1 /13/2011
0.050
1/14/2011
0.053
1 /15/2011
0.055
1/16/2011
0.055
1 /17/2011
0.055
1 /18/2011
0.055
1 /19/2011
0.052
1 /20/2011
0.050
1 /21 /2011
0.046
1 /22/2011
0.048
1 /23/2011
0.048
1 /24/2011
0.048
1 /25/2011
0.046
1 /26/2011
0.045
1 /27/2011
0.043
1 /28/2011
0.045
1 /29/2011
0.047
1 /30/2011
0.047
1 /31 /2011
0.047
2/1 /2011
0.046
2/2/2011
0.047
2/3/2011
0.049
2/4/2011
0.050
2/5/2011
0.051
2/6/2011
0.051
2/7/2011
0.051
2/8/2011
0.049
2/9/2011
0.047
2/10/2011
0.049
2/11 /2011
0.051
2/12/2011
0.053
2/13/2011
0.053
2/14/2011
0.053
2/15/2011
0.051

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Daliv Flow MGD
2/16/2011
0.049
2/17/2011
0.050
2/18/2011
0.052
2/19/2011
0.054
2/20/2011
0.054
2/21 /2011
0.054
2/22/2011
0.052
2/23/2011
0.050
2/24/2011
0.048
2/25/2011
0.050
2/26/2011
0.052
2/27/2011
0.052
2/28/2011
0.052
3/1 /2011
0.047
3/2/2011
0.049
3/3/2011
0.050
3/4/2011
0.053
3/5/2011
0.054
3/6/2011
0.054
3/7/2011
0.054
3/8/2011
0.052
3/9/2011
0.050
3/10/2011
0.048
3/11 /2011
0.050
3/12/2011
0.052
3/13/2011
0.052
3/14/2011
0.052
3/15/2011
0.050
3/16/2011
0.048
3/17/2011
0.049
3/18/2011
0.050
3/19/2011
0.051
3/20/2011
0.051
3/21 /2011
0.051
3/22/2011
0.048
3/23/2011
0.049
3/24/2011
0.050
3/25/2011
0.051
3/26/2011
0.049
3/27/2011
0.049
3/28/2011
0.049
3/29/2011
0.048
3/30/2011
0.049
3/31 /2011
0.050
4/1 /2011
0.049
4/2/2011
0.051

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Daily Flow MGD
4/3/2011
0.051
4/4/2011
0.051
4/5/2011
0.049
4/6/2011
0.047
4/7/2011
0.049
4/8/2011
0.051
4/9/2011
0.053
4/10/2011
0.053
4/11 /2011
0.053
4/12/2011
0.051
4/13/2011
0.049
4/14/2011
0.050
4/15/2011
0.052
4/16/2011
0.054
4/17/2011
0.054
4/18/2011
0.054
4/19/2011
0.052
4/20/2011
0.050
4/21 /2011
0.051
4/22/2011
0.055
4/23/2011
0.055
4/24/2011
0.055
4/25/2011
0.055
4/26/2011
0.051
4/27/2011
0.049
4/28/2011
0.047
4/29/2011
0.048
4/30/2011
0.048
5/1 /2011
0.053
5/2/2011
0.053
5/3/2011
0.051
5/4/2011
0.049
5/5/2011
0.050
5/6/2011
0.052
5/7/2011
0.054
5/8/2011
0.054
5/9/2011
0.054
5/10/2011
0.052
5/11 /2011
0.050
5/12/2011
0.047
5/13/2011
0.050
5/14/2011
0.052
5/15/2011
0.052
5/16/2011
0.052
5/17/2011
0.050
5/18/2011
0.048

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Dailv Flow MGD
5/19/2011
0.050
5/20/2011
0.052
5/21 /2011
0.054
5/22/2011
0.054
5/23/2011
0.054
5/24/2011
0.052
5/25/2011
0.050
5/26/2011
0.052
5/27/2011
0.054
5/28/2011
0.056
5/29/2011
0.056
5/30/2011
0.056
5/31 /2011
0.056
6/1/2011
0.054
6/2/2011
0.052
6/3/2011
0.053
6/4/2011
0.055
6/5/2011
0.055
6/6/2011
0.055
6/7/2011
0.053
6/8/2011
0.051
6/9/2011
0.048
6/10/2011
0.049
6/11 /2011
0.052
6/12/2011
0.052
6/13/2011
0.052
6/14/2011
0.050
6/15/2011
0.048
6/16/2011
0.046
6/17/2011
0.048
6/18/2011
0.055
6/19/2011
0.056
6/20/2011
0.055
6/21 /2011
0.048
6/22/2011
0.045
6/23/2011
0.065
6/24/2011
0.064
6/25/2011
0.066
6/26/2011
0.066
6/27/2011
0.066
6/28/2011
0.063
6/29/2011
0.060
6/30/2011
0.059
7/1 /2011
0.061
7/2/2011
0.068
7/3/2011
0.068

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Daily Flow MGD
7/4/2011
0.068
7/5/2011
0.068
7/6/2011
0.066
7/7/2011
0.064
7/8/2011
0.062
7/9/2011
0.064
7/10/2011
0.064
7/11 /2011
0.064
7/12/2011
0.062
7/13/2011
0.060
7/14/2011
0.059
7/15/2011
0.060
7/16/2011
0.062
7/17/2011
0.062
7/18/2011
0.062
7/19/2011
0.060
7/20/2011
0.057
7/21/2011
0.058
7/22/2011
0.061
7/23/2011
0.063
7/24/2011
0.063
7/25/2011
0.063
7/26/2011
0.061
7/27/2011
0.059
7/28/2011
0.057
7/29/2011
0.059
7/30/2011
0.061
7/31/2011
0.061
8/1 /2011
0.061
8/2/2011
0.059
8/3/2011
0.057
8/4/2011
0.058
8/5/2011
0.059
8/6/2011
0.062
8/7/2011
0.062
8/8/2011
0.062
8/9/2011
0.060
8/10/2011
0.058
8/11 /2011
0.057
8/12/2011
0.061
8/13/2011
0.063
8/14/2011
0.063
8/15/2011
0.063
8/16/2011
0.061
8/17/2011
0.059
8/18/2011
0.060

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Daily Flow MGD
8/19/2011
0.062
8/20/2011
0.064
8/21 /2011
0.064
8/22/2011
0.064
8/23/2011
0.062
8/24/2011
0.060
8/25/2011
0.058
8/26/2011
0.060
8/27/2011
0.062
8/28/2011
0.062
8/29/2011
0.062
8/30/2011
0.060
8/31 /2011
0.058
9/1 /2011
0.062
9/2/2011
0.064
9/3/2011
0.066
9/4/2011
0.066
9/5/2011
0.066
9/6/2011
0.066
9/7/2011
0.064
9/8/2011
0.063
9/9/2011
0.062
9/10/2011
0.063
9/11 /2011
0.063
9/12/2011
0.063
9/13/2011
0.061
9/14/2011
0.059
9/15/2011
0.057
9/16/2011
0.059
9/17/2011
0.061
9/18/2011
0.061
9/19/2011
0.061
9/20/2011
0.059
9/21 /2011
0.057
9/22/2011
0.058
9/23/2011
0.060
9/24/2011
0.062
9/25/2011
0.062
9/26/2011
0.062
9/27/2011
0.060
9/28/2011
0.057
9/29/2011
0.058
9/30/2011
0.060
10/1 /2011
0.064
10/2/2011
0.064
10/3/2011
0.064

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Dailv Flow MGD
10/4/2011
0.062
10/5/2011
0.060
10/6/2011
0.061
10/7/2011
0.063
10/8/2011
0.065
10/9/2011
0.065
10/10/2011
0.065
10/11 /2011
0.063
10/12/2011
0.061
10/13/2011
0.062
10/14/2011
0.064
10/15/2011
0.066
10/16/2011
0.066
10/17/2011
0.066
10/18/2011
0.064
10/19/2011
0.062
10/20/2011
0.060
10/21 /2011
0.062
10/22/2011
0.064
10/23/2011
0.064
10/24/2011
0.064
10/25/2011
0.062
10/26/2011
0.060
10/27/2011
0.059.
10/28/2011
0.061
10/29/2011
0.063
10/30/2011
0.063
10/31 /2011
0.063
11 /1 /2011
0.061
11 /2/2011
0.059
11 /3/2011
0.058
11 /4/2011
0.060
11 /5/2011
0.062
11 /6/2011
0.062
11 /7/2011
0.062
11 /8/2011
0.060
11 /9/2011
0.059
11 /10/2011
0.062
11 /11 /2011
0.064
11 /12/2011
0.064
11 /13/2011
0.064
11 /14/2011
0.064
11 /15/2011
0.062
11 /16/2011
0.060
11 /17/2011
0.059
11 /18/2011
0.061

Date
Daily Flow MGD
11 /19/2011
0.063
11 /20/2011
0.063
11 /21 /2011
0.063
11 /22/2011
0.062
11 /23/2011
0.064
11 /24/2011
0.066
11 /25/2011
0.066
11 /26/2011
0.066
11 /27/2011
0.066
11 /28/2011
0.066
11 /29/2011
0.064
11 /30/2011
0.062
12/1 /2011
0.060
12/2/2011
0.061
12/3/2011
0.062
12/4/2011
0.062
12/5/2011
0.062
12/6/2011
0.060
12/7/2011
0.058
12/8/2011
0.057
12/9/2011
0.059
12/10/2011
0.061
12/11 /2011
0.061
12/12/2011
0.061
12/13/2011
0.059
12/14/2011
0.057
12/15/2011
0.059
12/16/2011
0.061
12/17/2011
0.063
12/18/2011
0.063
12/19/2011
0.063
12/20/2011
0.061
12/21 /2011
0.059
12/22/2011
0.061
12/23/2011
0.063
12/24/2011
0.065
12/25/2011
0.065
12/26/2011
0.065
12/27/2011
0.065
12/28/2011
0.065
12/29/2011
0.063
12/30/2011
0.061
12/31 /2011
0.062
1 /1 /2012
0.062
1 /2/2012
0.062
1/3/2012
0.060
PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
0.057 MGD Average in 2011
80.97% Percentage of Permitted WWTP Flow

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Daily Flow MGD
1/4/2012
0.058
1/5/2012
0.057
1/6/2012
0.059
1/7/2012
0.061
1/8/2012
0.066
1/9/2012
0.061
1/10/2012
0.059
1/11/2012
0.057
1/12/2012
0.060
1/13/2012
0.062
1/14/2012
0.064
1/15/2012
0.064
1/16/2012
0.064
1/17/2012
0.064
1/18/2012
0.062
1/19/2012
0.060
1/20/2012
0.061
1/21/2012
0.062
1/22/2012
0.062
1 /23/2012
0.062
1/24/2012
0.060
1/25/2012
0.058
1/26/2012
0.057
1/27/2012
0.059
1/28/2012
0.060
1/29/2012
0.060
1 /30/2012
0.060
1/31/2012
0.058
2/1/2012
0.056
2/2/2012
0.058
2/3/2012
0.060
2/4/2012
0.061
2/5/2012
0.061
2/6/2012
0.061
2/7/2012
0.060
2/8/2012
0.058
2/9/2012
0.057
2/10/2012
0.060
2/11/2012
0.062
2/12/2012
0.062
2/13/2012
0.062
2/14/2012
0.060
2/15/2012
0.058
2/16/2012
0.056
2/17/2012
0.058
2/18/2012
0.060

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Daily Flow MGD
2/19/2012
0.060
2/20/2012
0.060
2/21/2012
0.058
2/22/2012
0.056
2/23/2012
0.054
2/24/2012
0.056
2/25/2012
0.058
2/26/2012
0.058
2/27/2012
0.058
2/28/2012
0.058
2/29/2012
0.056
3/1 /2012
0.025
3/2/2012
0.030
3/3/2012
0.024
3/4/2012
0.024
3/5/2012
0.024
3/6/2012
0.023
3/7/2012
0.024
3/8/2012
0.021
3/9/2012
0.022
3/10/2012
0.019
3/11/2012
0.019
3/12/2012
0.019
3/13/2012
0.023
3/14/2012
0.021
3/15/2012
0.017
3/16/2012
0.019
3/17/2012
0.016
3/18/2012
0.016
3/19/2012
0.016
3/20/2012
0.034
3/21/2012
0.038
3/22/2012
0.030
3/23/2012
0.022
3/24/2012
0.026
3/25/2012
0.026
3/26/2012
0.046
3/27/2012
0.015
3/28/2012
0.014
3/29/2012
0.052
3/30/2012
0.046
3/31 /2012
0.024
4/1/2012
0.150
4/2/2012
0.150
4/3/2012
0.060
4/4/2012
0.050

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Daily Flow MGD
4/5/2012
0.140
4/6/2012
0.026
4/7/2012
0.026
4/8/2012
0.026
4/9/2012
0.026
4/10/2012
0.060
4/11/2012
0.060
4/12/2012
0.050
4/13/2012
0.050
4/14/2012
0.049
4/15/2012
0.049
4/16/2012
0.015
4/17/2012
0.042
4/18/2012
0.064
4/19/2012
0.072
4/20/2012
0.069
4/21 /2012
0.098
4/22/2012
0.098
4/23/2012
0.020
4/24/2012
0.064
4/25/2012
0.064
4/26/2012
0.080
4/27/2012
0.064
4/28/2012
0.064
4/29/2012
0.064
4/30/2012
0.064
5/1/2012
0.040
5/2/2012
0.040
5/3/2012
0.040
5/4/2012
0.055
5/5/2012
0.063
5/6/2012
0.063
5/7/2012
0.063
5/8/2012
0.069
5/9/2012
0.085
5/10/2012
0.067
5/11 /2012
0.064
5/12/2012
0.061
5/13/2012
0.061 -
5/14/2012
0.061
5/15/2012
0.064
5/16/2012
0.081
5/17/2012
0.055
5/18/2012
0.085
5/19/2012
0.072
5/20/2012
0.072

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Daily Flow MGD
5/21 /2012
0.072
5/22/2012
0.071
5/23/2012
0.070
5/24/2012
0.067
5/25/2012
0.068
5/26/2012
0.069
5/27/2012
0.069
5/28/2012
0.069
5/29/2012
0.069
5/30/2012
0.068
5/31/2012
0.067
6/1/2012
0.070
6/2/2012
0.070
6/3/2012
0.070
6/4/2012
0.070
6/5/2012
0.073
6/6/2012
0.065
6/7/2012
0.070
6/8/2012
0.065
6/9/2012
0.071
6/10/2012
0.071
6/11/2012
0.071
6/12/2012
0.067
6/13/2012
0.079
6/14/2012
0.070
6/15/2012
0.070
6/16/2012
0.070
6/17/2012
0.070
6/18/2012
0.070
6/19/2012
0.068
6/20/2012
0.069
6/21 /2012
0.068
6/22/2012
0.069
6/23/2012
0.070
6/24/2012
0.070
6/25/2012
0.070
6/26/2012
0.069
6/27/2012
0.070
6/28/2012
0.067
6/29/2012
0.070
6/30/2012
0.070
7/1/2012
0.068
7/2/2012
0.068
7/3/2012
0.075
7/4/2012
0.073
7/5/2012
0.073

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Daily Flow MGD
7/6/2012
0.082
7/7/2012
0.067
7/8/2012
0.067
7/9/2012
0.067
7/10/2012
0.069
7/11 /2012
0.083
7/12/2012
0.060
7/13/2012
0.081
7/14/2012
0.070
7/15/2012
0.070
7/16/2012
0.070
7/17/2012
0.069
7/18/2012
0.068
7/19/2012
0.072
7/20/2012
0.070
7/21/2012
0.069
7/22/2012
0.069
7/23/2012
0.069
7/24/2012
0.072
7/25/2012
0.074
7/26/2012
0.075
7/27/2012
0.059
7/28/2012
0.070
7/29/2012
0.070
7/30/2012
0.070
7131 /2012
0.077
8/1/2012
0.007
8/2/2012
0.006
8/3/2012
0.057
8/4/2012
0.027
8/5/2012
0.027
8/6/2012
0.027
8/7/2012
0.031
8/8/2012
0.008
8/9/2012
0.008
8/10/2012
0.015
8/11 /2012
0.007
8/12/2012
0.007
8/13/2012
0.007
8/14/2012
0.006
8/15/2012
0.005
8/16/2012
0.006
8/17/2012
0.005
8/18/2012
0.004
8/19/2012
0.004
8/20/2012
0.004
8/21 /2012
0.005
8/22/2012
0.012
8/23/2012
0.012
8/24/2012
0.011

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Daily Flow MGD
8/25/2012
0.014
8/26/2012
0.014
8/27/2012
0.014
8/28/2012
0.010
8/29/2012
0.011
8/30/2012
0.017
8/31/2012
0.034
9/1/2012
0.035
9/2/2012
0.035
9/3/2012
0.035
9/4/2012
0.035
9/5/2012
0.323
9/6/2012
0.040
9/7/2012
0.038
9/8/2012
0.025
9/9/2012
0.025
9/10/2012
0.025
9/11/2012
0.018
9/12/2012
0.018
9/13/2012
0.057
9/14/2012
0.026
9/15/2012
0.020
9/16/2012
0.020
9/17/2012
0.020
9/18/2012
0.060
9/19/2012
0.080
9/20/2012
0.064
9/21 /2012
0.046
9/22/2012
0.025
9/23/2012
0.025
9/24/2012
0.025
9/25/2012
0.071
9/26/2012
0.025
9/27/2012
0.027
9/28/2012
0.024
9/29/2012
0.020
9/30/2012
0.020
10/1 /2012
0.028
10/2/2012
0.056
10/3/2012
0.095
10/4/2012
0.050
10/5/2012
0.038
10/6/2012
0.040
10/7/2012
0.040
10/8/2012
0.040
10/9/2012
0.031
10/10/2012
0.028

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Daily Flow MGD
10/11/2012
0.026
10/12/2012
0.029
10/13/2012
0.024
10/14/2012
0.024
10/15/2012
0.024
10/16/2012
0.029
10/17/2012
0.026
10/18/2012
0.023
10/19/2012
0.023
10/20/2012
0.024
10/21 /2012
0.024
10/22/2012
0.024
10/23/2012
0.013
10/24/2012
0.021
10/25/2012
0.018
10/26/2012
0.015
10/27/2012
0.015
10/28/2012
0.0.15
10/29/2012
0.015
10/30/2012
0.015
10/31 /2012
0.013
11 /1 /2012
0.018
11 /2/2012
0.018
11/3/2012
0.026
11/4/2012
0.026
11/5/2012
0.026
11 /6/2012
0.013
11 /7/2012
0.015
11 /8/2012
0.015
11 /9/2012
0.014
11 /10/2012
0.013
11/11/2012
0.013
11 /12/2012
0.013
11 /13/2012
0.018
11 /14/2012
0.015
11 /15/2012
0.014
11 /16/2012
0.012
11 /17/2012
0.013
11 /18/2012
0.013
11 /19/2012
0.013
11 /20/2012
0.010
11/21/2012
0.017
11/22/2012
0.017
11 /23/2012
0.017
11 /24/2012
0.017
11 /25/2012
0.017

Date
Dallv Flow MGD
11 /26/2012
0.017
11 /27/2012
0.012
11 /28/2012
0.011
11 /29/2012
0.013
11 /30/2012
0.010
12/1 /2012
0.010
12/2/2012
0.010
12/3/2012
0.010
12/4/2012
0.010
12/5/2012
0.010
12/6/2012
0.014
12/7/2012
0.009
12/8/2012
0.012
12/9/2012
0.012
12/10/2012
0.012
12/11/2012
0.013
12/12/2012
0.011
12/13/2012
0.011
12/14/2012
0.010
12/15/2012
0.013
12/16/2012
0.013
12/17/2012
0.013
12/18/2012
0.019
12/19/2012
0.015
12/20/2012
0.014
12/21/2012
0.030
12/22/2012
0.056
12/23/2012
0.056
12/24/2012
0.056
12/25/2012
0.056
12/26/2012
0.056
12/27/2012
0.011
12/28/2012
0.012
12/29/2012
0.056
12/30/2012
0.056
12/31/2012
0.056
1/1/2013
0.033
1 /2/2013
0.033
1/3/2013
0.033
1 /4/2013
0.041
1 /5/2013
0.036
1/6/2013
0.036
1/7/2013
0.036
1/8/2013
0.033
1 /9/2013
0.029
1/10/2013
0.041
1/11/2013
0.011
1/12/2013
0.033
PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
0.045 MGD Average in 2012
64.02% Percentage of Permitted WWTP Flow

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Daily Flow MGD
1/13/2013
0.033
1/14/2013
0.033
1 /15/2013
0.112
1/16/2013
0.171
1 /17/2013
0.101
1/18/2013
0.144
1/19/2013
0.103
1 /20/2013
0.103
1/21/2013
0.103
1 /22/2013
0.103
1 /23/2013
0.039
1 /24/2013
0.039
1/25/2013
0.044
1 /26/2013
0.044
1 /27/2013
0.044
1 /28/2013
0.044
1 /29/2013
0.036
1 /30/2013
0.039
1 /31 /2013
0.122
2/1/2013
0.005
2/2/2013
0.005
2/3/2013
0.005
2/4/2013
0.005
2/5/2013
0.022
2/6/2013
0.173
2/7/2013
0.021
2/8/2013
0.048
2/9/2013
0.036
2/10/2013
0.036
2/11 /2013
0.036
2/12/2013
0.029
2/13/2013
0.025
2/14/2013
0.030
2/15/2013
0.115
2/16/2013
0.007
2/17/2013
0.007
2/18/2013
0.007
2/19/2013
0.013
2/20/2013
0.018
2/21 /2013
0.022
2/22/2013
0.035
2/23/2013
0.018
2/24/2013
0.018
2/25/2013
0.018
2/26/2013
0.021
2/27/2013
0.069
2/28/2013
0.029
3/1/2013
0.038
3/2/2013
0.023
3/3/2013
0.023
3/4/2013
0.023
3/5/2013
0.018
3/6/2013
0.049
3/7/2013
0.042
3/8/2013
0.018

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Daily Flow MGD
3/9/2013
0.024
3/10/2013
0.024
3/11 /2013
0.024
3/12/2013
0.047
3/13/2013
0.048
3/14/2013
0.029
3/15/2013
0.026
3/16/2013
0.026
3/17/2013
0.026
3/18/2013
0.026
3/19/2013
0.025
3/20/2013
0.020
3/21 /2013
0.014
3/22/2013
0.011
3/23/2013
0.014
3/24/2013
0.014
3/25/2013
0.014
3/26/2013
0.019
3/27/2013
0.014
3/28/2013
0.015
3/29/2013
0.014
3/30/2013
0.014
3/31 /2013
0.014
4/1 /2013
0.010
4/2/2013
0.019
4/3/2013
0.017
4/4/2013
0.017
4/5/2013
0.017
4/6/2013
0.014
4/7/2013
0.014
4/8/2013
0.014
4/9/2013
0.061
4/10/2013
0.010
4/11 /2013
0.023
4/12/2013
0.036
4/13/2013
0.032
4/14/2013
0.032
4/15/2013
0.032
4/16/2013
0.032
4/17/2013
0.020
4/18/2013
0.014
4/19/2013
0.016
4/20/2013
0.023
4/21 /2013
0.023
4/22/2013
0.023
4/23/2013
0.015
4/24/2013
0.016
4/25/2013
0.016
4/26/2013
0.016
4/27/2013
0.014
4/28/2013
0.014
4/29/2013
0.014
4/30/2013
0.033
5/1 /2013
0.014
5/2/2013
0.015

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Daily Flow MGD
5/3/2013
0.020
5/4/2013
0.059
5/5/2013
0.059
5/6/2013
0.059
5/7/2013
0.055
5/8/2013
0.013
5/9/2013
0.013
5/10/2013
0.013
5/11 /2013
0.035
5/12/2013
0.035
5/13/2013
0.035
5/14/2013
0.021
5/15/2013
0.012
5/16/2013
0.017
5/17/2013
0.018
5/18/2013
0.017
5/19/2013
0.017
5/20/2013
0.017
5/21 /2013
0.018
5/22/2013
0.015
5/23/2013
0.022
5/24/2013
0.018
5/25/2013
0.022
5/26/2013
0.022
5/27/2013
0.022
5/28/2013
0.019
5/29/201,3
0.016
5/30/2013
0.012
5/31 /2013
0.013
6/1/2013
0.016
6/2/2013
0.016
6/3/2013
0.016
6/4/2013
0.011
6/5/2013
6.012
6/6/2013
0.012
6/7/2013
0.024
6/8/2013'
0.025
6/9/2013
0.025
6/10/2013
0.025
6/11/2013
0.042
6/12/2013
0.022
6/13/2013
0.024
6/14/2013
0.018
6/15/2013
0.022
6/16/2013
0.022
6/17/2013
0.022
6/18/2013
0.008
6/19/2013
0.022
6/20/2013
0.012
6/21 /2013
0.013
6/22/2013
0.016
6/23/2013
0.016
6/24/2013
0.016
6/25/2013
0.011
6/26/2013
0.009

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Daily Flow MGD
6/27/2013
0.015
6/28/2013
0.013
6/29/2013
0.013
6/30/2013
0.013
7/1/2013
0.021
7/2/2013
0.051
7/3/2013
0.049
7/4/2013
0.075
7/5/2013
0.075
7/6/2013
0.075
7/7/2013
0.075
7/8/2013
0.075
7/9/2013
0.077
7/10/2013
0.075
7/11 /2013
0.054
7/12/2013
0.062
7/13/2013
0.046
7/14/2013
0.046
7/15/2013
0.086
7/16/2013
0.067
7/17/2013
0.053
7/18/2013
0.096
7/19/2013
0.033
7/20/2013
0.033
7/21 /2013
0.033
7/22/2013
0.023
7/23/2013
0.014
7/24/2013
0.030
7/25/2013
0.039
7/26/2013
0.036
7/27/2013
0.017
7/28/2013
0.017
7/29/2013
0.017
7/30/2013
0.052
7/31 /2013
0.018
8/1/2013
0.014
8/2/2013
0.020
8/3/2013
0.010
8/4/2013
0.010
8/5/2013
0.010
8/6/2013
6.019
8/7/2013
0.019
8/8/2013
0.022
8/9/2013
0.017
8/10/2013
0.021
8/11 /2013
0.021
8/12/2013
0.021
8/13/2013
0.036
8/14/2013
0.022
8/15/2013
0.020
8/16/2013
0.019
8/17/2013
0.062
8/18/2013
0.062
8/19/2013
0.062
8/20/2013
0.053

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Daily Flow MGD
8/21 /2013
0.035
8/22/2013
0.037
8/23/2013
0.034
8/24/2013
0.016
8/25/2013
0.016
8/26/2013
0.016
8/27/2013
0.016
8/28/2013
0.020
8/29/2013
0.019
8/30/2013
0.023
8/31 /2013
0.023
9/1/2013
0.032
9/2/2013
0.032
9/3/2013
0.032
9/4/2013
0.024
9/5/2013
0.025
9/6/2013
0.022
9/7/2013
0.021
9/8/2013
0.021
9/9/2013
0.021
9/10/2013
0.016
9/11/2013
0.014
9/12/2013
0.026
9/13/2013
0.023
9/14/2013
0.021
9/15/2013
0.021
9/16/201.3
0.021
9/17/2013
0.015
9/18/2013
0.016
9/19/2013
0.019
9/20/2013
0.017
9/21 /2013
0.026
9/22/2013
0.026
9/23/2013
0.026
9/24/2013
0.045
9/25/2013
0.015
9/26/2013
0.020
9/27/2013
0.015
9/28/2013
0.023
9/29/2013
0.023
9/30/2013
0.023
10/1 /2013
0.021
10/2/2013
0.020
10/3/2013
0.013
10/4/2013
0.017
10/5/2013
0.020
10/6/2013
0.020
10/7/2013
0.020
10/8/2013
0.026
10/9/2013
0.018
10/10/2013
0.017
10/11 /2013
0.020
10/12/2013
0.021
10/13/2013
0.021
10/14/2013
0.021

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Daily Flow MGD
10/15/2013
0.015
10/16/2013
0.015
10/17/2013
0.014
10/18/2013
0.016
10/19/2013
0.018
10/20/2013 .
0.018
10/21 /2013
0.018
10/22/2013
0.013
10/23/2013
0.013
10/24/2013
0.018
10/25/2013
0.010
10/26/2013
0.008
10/27/2013
0.008
10/28/2013
0.008
10/29/2013
0.008
10/30/2013
0.007
10/31/2013
0.017
11 /1 /2013
0.009
11 /2/2013
0.005
11 /3/2013
0.005
11 /4/2013
0.005
11 /5/2013
0.006
11 /6/2013
0.008
11 /7/2013
0.016
11 /8/2013
0.012
11 /9/2013
0.017
11 /10/2013
0.017
11/11/2013
0.017
11 /12/2013
0.017
11 /13/2013
0.011
11/14/2013
0.009
11 /15/2013
0.008
11/16/2013
0.013
11/17/2013 ,
0.013
11 /18/2013
0.013
11 /19/2013
0.013
11 /20/2013
0.010
11 /21 /2013
0.009
11 /22/2013
0.011
11 /23/2013
0.012
11 /24/2013
0.012
11/25/201*3
0.012
11/26/2013
0.016
11 /27/2013
0.070
11 /28/2013
0.070
11 /29/2013
0.070
11/30/2013
0,070
12/1 /2013
0.019
12/2/2013
0.019
12/3/2013
0.022
12/4/2013
0.006
12/5/2013
0.028
12/6/2013
0.018
12/7/2013
0.026
12/8/20.13
0.026

Date
Daily Flow MGD
12/9/2013
0.026
12/10/2013
0.033
12/11/2013
0.030
12/12/2013
0.025
12/13/2013
0.022
12/14/2013
0.026
12/15/2013
0.026
12/16/2013
0.026
12/17/2013
0.023
12/18/2013
0.020
12/19/2013
0.020
12/20/2013
0.017'
12/21 /2013
0.047
12/22/2013
0.047
12/23/2013
0.047
12/24/2013
0.070
12/25/2013
0.070
12/26/2013
0.070
12/27/2013
0.070
12/28/2013
0.040
12/29/2013
0.040
12/30/2013
0.040
12/31 /2013
0.035
1/1/2014 _
0.021
1 /2/2014
0.021
1/3/2014
0.023
1 /4/2014
0.024
1/5/2014
0.024
1/6/2014
0.024
1 /7/2014
0.036
1/8/2014
0.018
1 /9/2014
0.021
1/10/2014
0.026
1/11/2014
0.045
1/12/2014
0.045
1/13/2014
0.045
1/14/2014
0.056
1/15/2014
0.034
1/16/2014
0.032
1/17/2014
0.026
1/18/2014
0.024
1/19/2014
0.024
1 /20/2014
0.024
1 /21 /2014
0.024
1/22/2014
0.021
1/23/2014
0.017
1/24/2014
0.017
1/25/2014
0.015
1/26/2014
0.015
1 /27/2014
0.015
1/28/2014
0.015
1/29/2014
0.036
1 /30/2014
0.027
1/31/2014
0.010
2/1/2014
0.010
PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
0.029 MGD Average in 2013
41.01% Percentage of Permitted WWTP Flow

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Daily Flow MGD
2/2/2014
0.010
2/3/2014
0.048
2/4/2014
0.023
2/5/2014
0.025
2/6/2014
0.022
2/7/2014
0.020
2/8/2014
0.020
2/9/2014
0.020
2/10/2014
0.020
2/11 /2014
0.019
2/12/2014
0.007
2/13/2014
0.029
2/14/2014
0.015
2/15/2014
0.020
2/16/2014 .
0.020
2/17/2014
0.020
2/18/2014
0.021
2/19/2014
0.043
2/20/2014
0.044
2/21 /2014
0.041
2/22/2014
0.025
2/23/2014
0.025
2/24/2014
0.025
2/25/2014
0.023
2/26/2014
0.022
2/27/2014
0.022
2/28/2014
0.018
3/1/2014
0.020
3/2/2014
0.020
3/3/2014
0.020
3/4/2014
0.026
3/5/2014
0.018
3/6/2014
0.027
3/7/2014
0.021
3/8/20T4
0.025
3/9/2014
0.025
3/10/2014
0.025
3/11 /2014
0.022
3/12/2014
0.017
3/13/2014
0.025
3/14/2014
0.009
3/15/2014
0.020
3/16/2014
0.020
3/17/2014
0.020
3/18/2014
0.027
3/19/2014
0.019
3/20/2014
0.022
3/21 /2014
0.020
3/22/2014
0.008
3/23/2014
0.008
3/24/2014
0.008
3/25/2014
0.027
3/26/2014
0.019
3/27/2014
1 0.024
3/28/2014
1 0.019

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date ..
Daily Flow MGD
3/29/2014
0.006
3/30/2014
0.006
3/31 /2014
0.006
4/1 /2014
0.035
4/2/2014
0.028
4/3/2014
0.009
4/4/2014
0.034
4/5/2014
0.069
4/6/2014
0.069
4/7/2014
0.069
4/8/2014
0.070
4/9/2014
0.068
4/10/2014
0.070
4/11 /2014
0.074
4/12/2014
0.024
4/13/2014
0.024
4/14/2014
0.024
4/15/2014
0.022
4/16/2014
0.079
4/17/2014
0.033
4/18/2014
0.024
4/19/2014
0.024
4/20/2014
0.024
4/21 /2014
0.024
4/22/2014
0.024
4/23/2014
0.073
4/24/2014
0.072
4/25/2014
0.024
4/26/2014
0.024
4/27/2014
0..024
4/28/201.4
0.024
4/29/2014
0.031
4/30/2014
0.052
5/1/2014
0.031
5/2/2014
0.031
5/3/2014
0.030
5/4/2014
0.030
5/5/2014
0.030
5/6/2014
0.031
5/7/2014
0.035
5/8/2014
0.030
5/9/2014
0.024
5/10/2014
0.040
5/11/2014,
0.040
5/12/2014
0.040
5/13/2014
0.039
5/14/20-14
0.026
5/15/2014 .
0.052
5/16/2014
0.063
5/17/2014
0.053
5/18/2014
0.053
5/19/2014
0.053
5/20/2014
0.040
5/21 /2014
0.040
5/22/2014
0.032

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date'
Dailv Flow MGD
5/23/2014
0.033
5/24/2014
0.047
5/25/2014
0.047
5/26/2014
0.047
5/27/2014 _
0.047
5/28/2014
0.036
5/29/2014
0.064
5/30/2014
0.057
5/31 /2014
6/1/2014
0.036
6/2/2014
0.036
6/3/2014
0.034
6/4/2014
0.037
6/5/20,14,.
0.013
6/6/2014
0.047
6/7/2014
0.004
6/8/2014
0.004
6/9/2014
0.004
6/10/2014
0.026
6/11 /2014
0.026
6/12/2014
0.027
6/13/2014
0.045
6/14/2014
0.037
6/15/2014
0.037
6/16/2014
0.037
6/17/2014
0.037
6/18/2014
0.026
6/19/2014
0.027
6/20/2014
0.027
6/21/2014..
0.016
6/22/2014
0.016
6/23/2014 _
0.016
6/24/2014 .
0.018
6/25/2014
M29
6/26/2014
0.025
6/27/2014
0.023
6/28/2014
0.034
6/29/2014
0.034
6/30/2014
0.034
7/1 /2014
0.048
7/2/2014
0.076
7/3/2014
0.050
7/4/2014
0.026
7/5/2014
0.026
7/6/2014
0.026
7/7/2014
0.026
7/8/2014
0.069
7/9/2014
0.028
7/10/2014
0.026
7/11 /2014
0.035
7/12/2014 _ _
0.038
7/13/2014
0.038,
7/14/2014
0.038
7/15/2014
0.039
7/16/2014 :
0.026

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Daily Flow MGD
7/17/2014
0.026
7/18/2014
0.028
7/19/2014
0.061
7/20/2014
0.061
7/21 /2014
0.061
7/22/20.14
0.049
7/23/2014
0.038
7/24/2014
0.034
7/25/2014
0.044
7/26/2014
0.043
7/27/2014
0.043
7/28/2014
0.043
7/29/2014
0.038
7/30/2014
0.041
7/31 /2014
0.035
8/1/2014
0.009
8/2/2014
0.036
8/3/2014
0.036
8/4/2014
0.036
8/5/2014
0.027
8/6/2014
0.031
8/7/2014
0.024
8/8/2014
0.030
8/9/2014
0.032
8/10/2014
0.032
8/11 /2014
0.032
8/12/2014
0.059
8/13/2014
0.059
8/14/2014
0.059
8/15/2014
0.026
8/16/2014
0.036
8/17/2014
0.036
8/18/2014
0.036
8/19/20,14
0.038
8/20/2014
0.022
8/21 /2014
0.037
8/22/2014
0.036
8/23/2014 _
0.036
8/24/2014
0.036
8/25/2014
0.036
8/26/2014
0.026
8/27/2014
0.015
8/28/2014
0.018
8/29/2014
0.025
8/30/2014
0.025
8/31/2014
0.025
9/1/2014 '
0.008
9/2/2014
0.006
9/3/2014
0.006
9/4/2014
0.022
9/5/2014
0.025
9/6/2014
0.057
9/7/2014
0.057
9/8/20.14
0.057
9/9/2014
0.050

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Daily Flow MGD
9/10/2014
0.037
9/11 /2014
0.035
9/12/2014
0.050
9/13/2014
0.050
9/14/2014
0.050
9/15/2014
0.050
9/16/2014
0.030
9/17/2014
0.028
9/18/2014
0.027
9/19/2014
0.025
9/20/2014
0.036
9/21 /2014
0.036
9/22/2014
0.036
9/23/2014
0.022
9/24/2014
0.021
9/25/2014
0.020
9/26/2014
0.022
9/27/2014
0.025
9/28/2014
0.025
9/29/2014
0.025
9/30/2014
0.020
10/1/2014
0.016
10/2/2014
0.010
10/3/2014
0.017
10/4/2014
0.019
10/5/2014
0.019
10/6/2014
0. 119
10/7/2014
0.026
10/8/2014
0.023
10/9/2014
0.025
10/10/2014
0.017
10/11 /2014
0.020
10/12/2014
0.020
10/13/2014
0.020
10/14/2014
0.034
10/1.5/2014
0.045
10/16/2014
0.068
10/17/2014
0.053
10/18/2014
0.040
10/19/2014
0.040
10/20/2014
0.040
10/21 /2014
0.026
10/22/2014
0.029
10/23/2014
0.026
10/24/2014
0.027
10/25/2014
0.027
10/26/2014
0.027
10/27/2014
0.027
10/28/2014
0.023
10/29/2014
0.019
10/30/2014
0.018
10/31 /2014
0.004
11/1/2014
0.019
11 /2/2014
0.019
11 /3/2014
1 0.019

PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
Date
Daily Flow MGD
11 /4/2014
0.018
11 /5/2014
0.016
11/6/201.4
0.013
11 /7/2014
0.019
11 /8/2014
0.016
11 /9/2014
0.016
11 /10/2014
0.016
11/11/20.14
0.012
11/12/2014
0.012
11/13/2014
0.010
11/14/2014
0.013
11 /15/2014
0.011
11 /16/2014
0.011
11/17/2014
0.011
11 /18/2014
0.030
11/19/2014
0.018
11 /20/2014
0.016
11/21/2014
0.012
11 /22/2014
0.040
11/23/2014
0.040
11/24/2014
0.040
11 /25/2014
0.056
11 /26/2014
0.044
11/27/2014
0:034
11 /28/2014
0.034
11 /29/2014
0.034
11 /30/2014
0.034
12/1 /2014
0.042
12/2/2014
0.028
12/3/2014
0.017
12/4/2014
0.021
12/5/2014 .
0.020
12/6/2014
0.024
12/7/2014
0.024
12/8/2014
0..024
12/9/2014
0.024
12/10/2014
0.019
12/11 /2014 .
0.022
12/12/2014
0.020
12/13/2014
0.014
12/14/2014
0.014
12/15/2014
0.014
12/16/2014
0.016
12/17/2014
0.013
12/18/201.4
0.016
12/19/2014
0.010
12/20/2014
0.014
12/21 /2014
0.014
12/22/2.014
0.014
12/23/2014
0.013
12/24/2014
0.037
12/25/2014
0.037
12/26/2014
0.037
12/27/2014
0.037
12/28/2014
6.037

Date
Daily Flown MGD
12/29/2014
0.037
12/30/2014
0.026
12/31/2014
0.029
PLANT FLOW DATA
GGCC WWTP
Linville, North Carolina
0.030 MGD Average in 2014
42.26% Percentage of Permitted WWTP Flown

A==
NC®ENR
North Carolina Department of. Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
May 15, 2015
Mr. Ted S. Nye, Director of Facilities and Public Works
GGCC Utility, Inc.
P. O. Box 368
Linville, NC 28646
Subject: Lifting of Sewer Line Moratorium
NPDES Permit NCO023124
GGCC Utility WWTP
Avery County
Dear Mr. Nye:
F
CEIVEDof Water Resources
1 8 2015
Water Quality Regional Operations
Asheville Regional Office
On April 30, 2012, a moratorium on the issuance of sewer line permits was placed on the GGCC Utility
Inc. (GGCC) WWTP per the authority of 15A NCAC 02T.0118. The rule specifies that prior to
exceeding 80% of their hydraulic treatment capacities, facilities must submit an approvable engineering
evaluation of their future wastewater needs before permits for sewer line extensions may be issued.
Monitoring data submitted by GGCC showed the subject wastewater treatment plant operated at 80.99%h,
of its treatment capacity during 2011.
On April 13, 2015, GGCC submitted correspondence requesting the moratorium be lifted. The letter
was accompanied by a Sanitary Sewer Evaluation Study (SSES) conducted upon the GGCC collection
system by McGill Associates, P.A. The SSES described investigations performed to assess the.
condition of the collection system and reported the results from assessments of different sections of the
collection system. The SSES further described efforts made by GGCC to repair identified sources of
inflow and infiltration (I&I), and provided numeric data, charts and photographs confirming the flow
reductions realized as a result of the repair projects. As a result of the work performed, average annual
flow to the GGCC WWTP has been significantly reduced, reported at 0.03 MGD, or 42% of design
capacity during calendar year 2014. GGCC also provided information regarding projected short and
long term needs of the community for sewer service, along with projected volumes associated with
sewer line projects planned -for the near future. The SSES additionally described a plan to reinstitute
collection system evaluation and repair efforts should flows to the WWTP again approach"the 80% of
design capacity level. The totality of information provided in its letter demonstrates GGCC has
adequate future wastewater treatment capacity and has complied with the terms of 15A NCAC
02T.0118(1).
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Phone: [phone]Intemet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer - Made in part by recycled paper

Mr. Ted S. Nye
NC0023124 Lift Moratorium
p. 2
In light of these findings, and upon the recommendation of the Asheville Regional Office, the Division
of Water Resources formally removes the moratorium on the issuance of sewer line permits placed on
the GGCC Utility, Inc. WWTP. GGCC is encouraged to continue its efforts to identify and eliminate
sources of I&I as it strives to provide quality wastewater treatment services. Please be aware that should
flow at the wastewater treatment plant exceed applicable design capacity thresholds as stated in 15A
NCAC 02T.0118, or if the facility experiences an inability to treat additional waste, a moratorium could
again be imposed.
If you have any questions about this letter, please contact Bob Sledge of our Central Office staff, at
[phone]'(e-mail bob. sledge@ncdenr. gov), or Ms. Linda Wiggs of the Water Quality Regional
Operations Section staff of our Asheville Regional Office at [phone] (e-mail:
[e-mail]).
cn erne, ly,
G
John E. Hennessy, Supe f M
Compliance & Expedited Permits Unit
cc: NPDES Moratorium Files
Central Files
Ugs-heuzlle_RegionaLOff ce
PERCS Unit

--�� PAT MCCRORY
Govemor
I I
L ` J DONALD R. VAN DER VAART
WaterResources
ENVIRONMENTAL QUALITY
December 8, 2015
Richard P. Foutz
GGCC Utility, Inc.
Post Office Box 368
Linville, NC 28646
Subject: Permit No. WQ0038068 Modification
GGCC Utility, Inc.
Existing Fitness Center Sewer Extension
Wastewater Collection System Extension Permit
Avery County
Dear Mr. Foutz.:
Secretary
S. JAY ZIMMERMAN
Director
In accordance with your application received October 2, 2015, and additional information received on
December 2, 2015, we are forwarding herewith Permit No. WQ0038068 Modification dated December
8, 2015, to the GGCC Utility, Inc. (Permittee) for the construction and operation upon certification of the
subject wastewater collection system extension. This permit shall be effective from the date of issuance
until rescinded, shall void Permit No. WQ0038068 issued October 2, 2015, and.shall be subject to the -
conditions and limitations as specified therein. This cover letter shall be considered a part of this permit
and is therefore incorporated therein by reference.
The Permit shall be modified to include only 276 LF of the original 1,000 LF of 8" gravity sewer. The
modification removes all flow allocated to the permit and establishes this segment as a dry -line for
potential future permit modification.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition IIA: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
2090 U.S. 70 Highway, Swannanoa, NC 28778
Phone: [phone]\ Internet: www.ncwaterguality.org
An Equal Opportunity \Affirmative Action Employer — Made in part by recycled paper

GGCC Utility, Inc.
Permit No. WQ0038068 Modification
This request must be in.the_form_.of a written petition, conforming to Chapter 15GB.of.North Carolina .
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27694-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Tim Heim at [phone] or
via e-mail at [e-mail].
Sincerely,
for S. Jay Zimmerman, Acting Director
Division of Water Resources, NCDENR
by Signature Authority, Regional Supervisor
Water Quality Regional Operations Section
Asheville Regional Office
Division of Water Resources, NCDENR
cc: R.J. Mozeley, P.E. — McGill Associates (electronic copy)
,shey,d1j iQegimma Offic�.F MWM
Water Resources Central Files
PERCS (electronic copy)
G:\WR\WQ\Avery\Collection Systems\Grandfather Golf & Country Club\WQ0038068 Fitness Center Swr Ext Mod.docx
Page 2 of 9

NCDENR .-
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION 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 the
GGCC Utility, Inc.
Avery County
for the construction and operation of approximately 276 linear feet of 8-inch gravity sewer to serve as a
dry -line for potential future connection of the existing GGCC fitness center as part of the Existing Fitness
Center Sewer Extension project, and the discharge of zero gallons per day of collected domestic
wastewater into the Grandfather Golf and Country Club Wastewater Treatment Facility's existing
sewerage system, pursuant to the application received October 2, 2015, and additional information
received on December 2, 2015 and in conformity with 15A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
Permit Modification History:
Original Permit Application Received - October 2, 2015
Permit Modification Application Received - December 2, 2015
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
For S. Jay Zimmerman, Acting Director
Division of Water Resources, NCDENR
By Authority of The Environmental Management Commission
Permit Number: WQ0038068 Modification
/ Permit Issued: December 8, 2015
Page 3 of 9

SUPPLEMENT TO PERMIT COVER SHEET
GGCC Utility, Inc. is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The .sewage and wastewater collected by this system shall be treated in the Grandfather Golf and
Country Club Wastewater Treatment Facility in accordance with Permit Number NC0023124.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains'adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
1. This permit shall be for the construction of the wastewater collection facilities only. No flow shall be
made tributary to the subject facilities until a permit modification application is submitted (with the
appropriate fee), a modified permit is issued, and the Engineer's Certification is received and
approved by the Division. [15A NCAC 02T.0116]
6. The abandonment of any existing wastewater facilities including septic systems being replaced by
new sewer infrastructure shall be done in accordance with the applicable agency having compliance
oversight on such facilities. [15A NCAC 02T.0105(c)(6)]
II. STANDARD CONDITIONS
1. 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. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.01101
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
Page 4 of 9

4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
- --operation and maintenance 'of these .facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or
surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts 'inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be inspected
at least once per week.
f
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections
are documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North
Carolina General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility..
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
Page 5 of 9

5. The Permittee shall report by telephone to.a water resources staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours,
following the occurrence or first knowledge-of.thre-occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the
initial verbal report.. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any ofthe ,above occurrences shall file a spill report by completing and
submitting Part I of Form CS-SSO (or the most current Division approved form) within five days
following first knowledge of the occurrence. This report must outline the actions taken or proposed
to be taken to ensure that the problem does not recur. Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control. [G.S. 143-
215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where
the form is fully executed and the supporting documents are provided as applicable. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Engineer's Certification shall be considered a violation of the permit and shall subject the
Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted with
the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
Page 6 of 9

source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided._..__..--
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria.. Requested
modifications or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis
and each on its own merit. Please note that variances to the Minimum Design Criteria should be
requested and approved during the permitting process prior to construction. After -construction
requests are discouraged by the Division and may not be approved, thus requiring replacement or
repair prior to certification & activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified
until corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-215.6A
through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities. [15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 9

FAST TRACK SEWER ENGINEERING CERTIFICATION
PVPERM - 17TEE: GGCC UTILITY, INC.
PERMIT #: WQ0038068 Modification
PROJECT: EXISTING FITNESS CENTER SEWER EXTENSION
ISSUE DATE: December 8, 2015
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation.
It should be submitted in a manner that documents the Division's receipt. Send the required
documentation the Regional Supervisor, Water Quality Regional Operations Section at the address at
the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERNTTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature Date
ENGINEERS CERTIFICATION
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 name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
❑ Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 2090 U.S. 70 Highway, Swannanoa, NC 28778
Asheville Regional Office Phone: [phone] FAX: [phone]

Division of Water Quality
Fast Track Application (FTA 12.12) for Sewer Systems— RevieiffMck(lR— r�--J
Pr 'ect Nairie: Prelimin Review Dater
�A
ProjectNmber -. so. _s-n O. EIGA� oNFate'
Reviewer:
Applicaiion Pre-RaviON
Project is located in a County currently covered by the regional office
. MeS
[]No
a Application: and supporting documentation submitted in duplicate? = �%I�j�� ° ElYes'
[1j 0
One Original and One Copy
Correct application tee subrmtted? G 5.143 21� 3D
L�el
. LjNo
Ensure that check for $480 is submitted and made out
Application pagkage is complete
Current application version (PTA 12-12) .
Yes
[]No
Briefproject narrative (per Section A -EFTA
Yes
.No
Certification of Public Convenience and°Neves ovided
es
` (]No
(if applicable) -
erational .
Op Agreemems, signed an dated
es
[]No.
Orapplicable)
Flow Tracking ! Acceptance Form; 3), signed
El I
�ATo
Flow Tracking IAcceptance Plannin Addendum .
(]Ye
�No.. .
.(ifappIicable) ..
Site IYiap. aid Street Le 1 Map (per S F of )
Clya
EN
Stream Classific SCAS 03 dilate
. it
QYes .
ONo "
�
PE Certificatio ., phoation _ ed, seal d by
j]Yes'
No
Applicant 6 is sign.: dated'(or on letter is provided)
DYes
o
Perauif
ONew . Moth
Does the: require a p ' the a
13 eS.
[]go
See 'tong by'Re 15A 02T.0303 forpro�ects deemed perniitted
Is the project. ehgi : the Fast T '' irogram? '
`program
['ks
[:]No
Project not permrii the fast
Requires an En ental slnent per 15A NCAC 0.1C .0408
Is an alternative `s o ` sure sewers, STEP systems, vacuum systems, etc.)
Is funded through tii cture.Finance Section
.., , in
If the.a Iicant is a nvate eYi1x nvate utili
PP P ty, (P. ty)
[]Yes
V o .
Applicant has been designated as a public utility by the NC Utilities Commission
Has submitted a Certificate. of Public Convenience and Necessity (CPG`l�i)
or Leiter from the Public Staff of the NC Utilities Commission (contact Central Office)
f
Ifthe applicant is aprivate entity (Developer) ......,
[jYes.Vo
Has submitted an executed Operational Agreement (DEV 06-13)
If the applicant >s a Homeowner's or property Owner's Association.
ElYes
!o
Has submitted an executed Operational Agreement (HOA 6-13)
and, Copy of the Articles of incorporation, Declarations and By-laws
1

`41
Wastewater Flow Information
Has the wastewater flow volume been calculated correctly (section 13.9 of FTA 1242)? es ❑No
Flow is calculated per 15A NCAC 02T.0114
or
If daily design flow is not based on regulations ensure that the applicant has an approved flow reduction of
daily design flow rate on file with the Division
or
If other than 2T.0114, values inust be supported with flow data per 15A NCAC 02T.0114(0
(Contact Central Office)'
Has submitted Flow Tracking/Acceptance Form (FTSE 06-13) ❑Yes o
Proper certification per 15A NCAC:0106 (b) ❑Yes No
Form is dated within. one yeaz of receipt of application package Yes '❑No
IsFTSB Planning "Assessment Addendum Required? ❑Ye ❑No;
Required only for projects where available pump station, capacity is < 0.
Contact Central Office if needed
Additionalforms. (FTSE 06-13) required? ©Yes.. ❑No .
Required only if the owner of downstream sewer different then .owner of W WTF
Design Information
Has. a Stream Classification form been submtted (WSCAS 03 12) []Yes : . LSO
Requued if any portion ofprojectis withm,;100 feet of any surface:water or wetlands
If no,; verify separation on submitted USG3 :Topographic 1VIap
Note;15A NCAC 02T .0305 (fl contauLs muumum sepaiationsrequured for "sewer
A variance is required if minimum separations cannot be avolcled "
Has been signed, "sealed, and dated by an N.C. PE � s ❑No
Is Project design is in accordance with (see section B l3 ofFTA 12-12) es:-, []No
15A NCAC 02T .
Gravity Sewer Nfinimum Design Criteria (latest version) .�,.
1Vlinimum.Desigd Criteria for Permittin of f Pump Stations and Force Mains:(latest version)
If no,.a variance approval is required per the requirements of 15A NCAC 02'. 0105(bl
Applicant must submit TWO copies of the plans, specifications, and calculations
Contact the Central Office to discuss the variance request to determine a course of action Variance approvals
are issued from the central office. .If approved,_the variance%should,be incorporated into Luc. al pgrm. :
Project contains high priority lines (15A NCAC 02T 04Q-=b .❑Yes �H"0
Contact the Central Office
Application Certification
Has AN.C.=PE stamped, signed, and dated the application 11r, r I :s []No
PE with active license in North Carolina? dres []No
Check the NCBELS to ensure Engineer is currently registered to practice
NCBELS License Lookup
Applicant.(Owner/permittee) signature meets requirement of 15A. NCAC_.0106(b)? es ❑lN�
If not, is a delegation letter provided, delegating authority? ❑Y b o
If the owner is a corporation, is the corporation registered in N.C.? es ❑No
N.C. Secretary of State Cnoration Search)
2

pRMcGill
A S S O C I A T E S
November 30, 2015
Mr. Tim Heim, PE
North Carolina Division of Water Resources
2090 US Highway 70
Swannanoa, North Carolina 28778
Dear Mr. Heim:
WMO 380684' ", (IC/�TION
Z 11I 11 r
r%.(-�) 5-�,
Se,o, a r, 4-e,. S ► U -)xl
RE: Fast -Track Sewer Application Modification
Permit No. — WQ0038068
Grandfather Golf and Country Club
Avery County, North Carolina
On October 8, 2015, the subject sewer extension permit was issued to Grandfather Golf &
Country Club (GGCC) as requested by an application prepared and submitted by GGCC and
McGill Associates, P.A (McGill). Subsequent to issuance of this permit, GGCC discovered that
existing site conditions and the existing on -site septic system serving the club's existing fitness
center would not be impacted by proposed site improvements to the driving range. Therefore,
GGCC has decided to postpone abandonment of the septic system; and consequently, will not
install the full sewer system extension as permitted.
As per previous discussions between McGill and your office, please accept this letter on
behalf of GGCC as a formal request to modify the subject sewer system extension permit to
include only 276 LF of the original 1,000 LF of 8" gravity sewer, along with manholes and
related appurtenances. Further, this requested permit modification removes all flow allocated in
the subject permit and establishes this segment of line as a "zero flow" dry -line for future permit
modification through your office to reallocate flow to the extension project.
As discussed previously, we have enclosed a check for the application fee of $480 with this
transmittal. If you have any questions during your review or require further information
regarding this project, please do not hesitate to contact us at [phone].
Sincerely,
McGILL ASSOCIATES, P.A.
il?rA�A
R.J. MOZELEY,
Project Engineer
Enclosures
cc: Mr. Zach Platek, GGCC
Mr. Ted Nye, GGCC
RECEIVED
DivlsiOn of Water Resources
DEC -2 2015
Water Quality Regional Operations
Awe Regional Office
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. • 1240 19th Street, Lane NW, Hickory, NC 28601
Office: 828.328.2024 • Fax: [phone] • www mcgillengineei-s.coni

I

North Carolina Department of. Environmental Quality
Pat McCrory
Governor.
October 8, 2015
Richard P. Foutz
GGCC Utility, Inc.,
Post Office Box 368
Linville, NC 28646
Subject: Permit No. WQ0038068
GGCC Utility, Inc.
Existing Fitness Center Sewer Extension
Wastewater Collection System Extension Permit .
Avery County
Dear Mr. Foutz:
f�Y g
Donald R. van der Vaart
Secretary
In accordance with your application received October 2, 2015, we are forwarding herewith Permit No.
WQ0038069 dated. October..2, 2015, to the GGCC Utility, Inc. (Permittee) for the construction and
operation upon certification of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations
as.specified therein. This cover letter shall. be considered a part of this permit and is therefore
incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be- automatically transferable; a request must be made and
approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be responsibility of the Permittee to ensure .that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150E of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made, this, permit shall be final and binding.
2090 U.S. 70 Highway, Swannanoa, NC 28778
Phone: [phone]\ Internet: www.ncwaterguality.org
An Equal Opportunity\Affirmative Action Employer —Made in part by recycled paper

GGCC Utility, Inc.
Permit No. WQ0038068
If you need additional information concerning this matter, please contact Tim Heim
via e-mail at [e-mail].
Sincerely,
G. Landon Davidson, Regional Supervisor
Water Quality Regional Operations Section
Asheville Regional Office
Division of Water Resources, NCDEQ
cc: R.J. Mozeley, P.E. — McGill Associates (electronic copy)
&A.silelRegitJfJf�fuce
Water Resources Central Files
PERCS (electronic copy)
G:\WR\WQ\Avery\Collection Systems\Grandfather Golf & Country Club\WQ0038068 Fitness
Center Swr Ext.docx
Page 2 of 9

STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION 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 the
GGCC Utility, Inc. (Town of Linville)
Avery County
for the construction and operation of approximately 1,000 linear feet of 8-inch gravity sewer to serve a
8,844 SF fitness center and three tennis courts as part of the Existing Fitness Center Sewer Extension
project, and the discharge of 4,572 gallons per day of collected domestic wastewater into the
Grandfather Golf and Country Club's existing sewerage system, pursuant to the application. received
October 2, 2015, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1,- 2000 as applicable; and other
supporting 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 rescinded and shall be subject to the
specified conditions and limitations contained therein.
G. Landon Davidson, Regional Supervisor
Water Quality Regional Operations Section
Asheville Regional Office
Division of Water Resources, NCDEQ
By Authority of The Environmental Management Commission
Permit Number: WQ0038068
Permit Issued: October 8, 2015
Page 3 of 9

SUPPLEMENT TO PERMIT COVER SHEET
GGCC Utility, Inc. is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Grandfather Golf and
Country Club Wastewater Treatment Facility in accordance with Permit Number NC0023124.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions identified
below.
I. STANDARD CONDITIONS
1. This permit shall 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 mayor may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity.Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, and
other supporting materials unless specifically mentioned. herein. [15A NCAC 02T.01101
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or
surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
Page 4 of 9

r
An -operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response. has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be inspected
at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections
are documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 26.0506(a), and public notice shall be provided as required by North.
Carolina General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned_ collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3r. Grease education materials shall be distributed more often than required in Parts (1) and (2)
- - of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater .transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
Page 5 of 9

K
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing and .
submitting Part I of Form CS-SSO (or the most current Division approved form) within five days
following first knowledge of the occurrence. This report must outline the actions taken or proposed
to be taken to ensure that the problem does not recur. Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control. [G.S. 143-
215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where
the form is fully executed and the supporting documents are provided as applicable. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Engineer's Certification shall be considered a violation of the permit and shall subject the
Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted with
the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan &.profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on -the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria. Requested
Page 6 of 9

modifications or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis
and each on its own merit. Please note that variances to the Minimum Design Criteria should be
requested and approved during the. permitting. process --prior ta.construction. After -construction
requests are discouraged by the Division and may not be approved, thus requiring -replacement or
repair prior to certification &:activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified
until corrected. If there is an unforeseen obstacle in the fieldwhere all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee.. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record.draw'ings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's. Gravity Sewer Design Criteria adopted. February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 20OG as- applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-215.6A
through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or.referral of the North Carolina -licensed Professional Engineer to the Licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
11. In the event that the wastewater collection .facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including _
those as may be required by this Division, such as the construction of additional or replacement
facilities. 115A NCAC 02T 0110; 15A NCAC-02T :0108(b)] - =
12. The issuanceof this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed- by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 9

FAST TRACK SEWER ENGINEERING CERTIFICATION
• PERMITTEE: GGCC UTILITY, INC.
PERMIT #: WQ0038068
PROJECT: EXISTING FITNESS CENTER SEWER EXTENSION
ISSUE DATE: October 8, 2015
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation.
It should be submitted in a manner that documents the Division's receipt. Send the required
documentation the Regional Supervisor, Water Quality Regional Operations Section at the address at
the bottom.
Any wastewater flow made tributary to the.wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the. Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
i
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the.Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature Date
ENGINEERS CERTIFICATION
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the
Existing Fitness Center Sewer Extension and location as referenced above for the above Permittee
hereby state that, to the best of my abilities, due care and diligence was used in the .observation of the
construction such that the construction was observed to be built within substantial compliance of this
permit; 15A. NCAC 02T; the Division of Water Resources' (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
❑ Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 2090 U.S. 70 Highway, Swannanoa, NC 28778
Asheville Regional Office Phone: [phone] FAX: [phone]

• k.' *ems
Division of -Water Quality°
Fast Track Application (PTA 12.12) for Sewer Systems Review Checkli �`
•
PF;s-I�, t,{.r„cc j (�PreliaunaryReviewDate:
0 a Project Number — - Final Review Date:
Reviewer,, 10 03.8068:
�e �yr� 3 5,6& is
Application -Fie -Review
14
Project is located in a County currently covered.by the regional office
Apphcadon-and:sappor ft documentation submitted m duplicate?
One Original and One Copy
Correct application fee submitted? O.S.143 215 3D
Ensure that a check for $480 is submitted and made out
Application package is complete
Current application version (PTA 1242)
Briefproject narrative (per Section A ofFTA
Certification ofPmlic,Convenience andNeces ovided
.#f applicable)
Operational AgreementO, signed an date. d
(if applicable) - -' _
Flow Tracking / Acceptance Foam: 3), signed.
Flow Tracking /Acceptance Planiin s AtldenduYn
:(IfappHcable}.
Site Map and StreetMap'(per S F of 2)
ti.
- PE Cerd
1006
es ONO
No
es . LjNo
Wes : [:]No
'
ONo�
Yes
[]No
es
[]No
[]Yes
�No
the a []No
15A 02T0303 for projects deemed permitted'
[' ogram? LiJres ONo
is. alternative's sure sewers ,STEP §ystems; Vacuum systems, etc.)
Is funded througli , . cture Finance Section
Ifthe applicant is a private empty (private utility) ClYes ❑No
Applicant has-been designated as a,public utility by'tlie NC Utilities Commission j�,� r
Has submitted a Certificate :of Public Convenience and Necessity ( CP See. . I� `u
or Letter from the Public Staff of the NC Utilities Commission (contact Central Office)
If the applicant is a private entity (Developer) [(Yes_ o
Has submitted an executed Operational Agreement (DEV 06-13)
If the. apphcart is a Homeowner's or Property Owner's Association; 11Yes o
Has submitted an executed Operational Agreement (HOA 06.13)
and, Copy of the Articles of Incorporation, Declarations and By-laws�--
1

Has the wastewater flow volume been calculated correctly (section B.9 of FTA 12-12)?
es ❑No
Flow is calculated per 15A NCAC 02T.0114
or
If daily design flow is not based on regulations ensure that the applicant has an approved flow reduction of
daily design flow rate on file with the Division.
or
If other. than 2T.0114, values must be supported with flow data per 15A NCAC 02T.0114(f)
(Contact. Central Office)
Has submitted Flow Tracking/Acceptance Form (FTSE 06-13)
es ❑No
Proper certification per. 15A NCAC :0106 (bl
[]No
VS❑
Form is dated within one year ofreceipt of application.package.
DYes
Is FTSE Planning Assessment Addendum Required?
Required only for projects where available pump station. capacity is < 0.
Contact Central Office if needed
^�
es O
❑Yl4
Additional forms. (FTSE 06-13) required?
Required only if the owner of downstream server different then. owner of W WTF .
Design information
Hasa Stream.Classification form been submitted (WSCAS 03 12)
es ❑No
Required if any portion of ikecfi witlun;100:feet"of any surface:;water`or, wetlands
If no, 'verify separation on submitted USGS Topographic Map
Note ,15A NCAC 02T .0305 (fl contains minimum separations required for sewer
A variance is required if minimum separations cannot be avoided
9Yes ❑No
Has been signed, sealed, and dated by an N.C. PE
...
Is Project design is in accordance with (see section B.13 of FTA 12-12) -
[�Yes ❑No
15A NCAC 02T .
Gravity Sewer Nfinimum Design Criteria (latest version)
Minimum.Desi Criteria for Permittin .of Pum Stations and Force Mains :(latest version
If no, a variance approval is required per the requirements of 15A NCAC 02T.0105(b)
Applicant must submit TWO copies of the plans, specifications, and calculations . .
Contact the Central Office to discuss the variance request to determine a course of action. Variance approvals
are issued from the central office. If approved,.the variance should. incorporated into the final permit .
Project contains high prioritylines (15A NCAC 02T .0402(2)) ❑Yes [vo
Contact the CentrafOfce
Application Certification
Has a N.C. PE stamped, signed, and dated the application? [ ❑No
PE with active license in North Carolina? es []No
Checkthe NCBELS to ensure Engineer is currently registered to practice
NCBELS License Lookup
Applicant (Owner/Permittee) signature meets requirement of 15A. NCAC .0 106Q2) DI es ❑No
If not, is a delegation letter provided, delegating. authority?
If the owner is a corporation, is the corporation registered in N.C.? es LJ o
N.C. Secretary of State (Corporation Search) .
0)

McGill
A S S O C I A T E S
October 1, 2015
Mr. Tim Heim, PE
North Carolina Division of Water Resources
2090 US Highway 70
Swannanoa, North Carolina 28778
Dear Mr. Heim:
RECEIVED
Vvision of Water Resource$
OCT - 2 2015
water OuRW negfonaf operations
Ac,havil'e Regional Office
RE: Fast -Track Sewer Application
Grandfather Golf and Country Club
Existing Lifestyle Center Sewer Extension
Avery County, North Carolina
On behalf of Grandfather Golf & Country Club (GGCC), enclosed for your review and
approval are one (1) original and one (1) copy of each of the following items along with a check
for the application fee of $480:
• Fast Track Application (FTA 10-14)
• Flow Tracking/Acceptance for Sewer Extension Applications (FTSE 08-13)
• USGS Topographic Map including Street Map
• Watershed Classification Attachment (WSCAS 08-13)
The project includes construction of approximately 1,000 LF of 8" gravity sewer,
manholes and appurtenances within GGCC in Linville, North Carolina. Please note the enclosed
letter of explanation from GGCC Utility, Inc. describing its origin along with documentation
from the NC Utilities Commission which is offered as a substitute for the Certificate of Public
Convenience and Necessity. If you have any questions during your review or require further
information regarding this project, please do not hesitate to contact us at [phone].
Sincerely,
McGILL ASSOCIATES, P.A.
%�f Ala��
R.J. MOZELEY, PE
Project Engineer
:rJM
Enclosures
cc: Mr. Zach Platek, GGCC
Mr. Ted Nye, GGCC (5/Encl.)
Engineering • Planning e Finance
McGill Associates, P.A. • 124019th Street, Lane NW, Hickory, NC 28601
Office: 828.328.2024 • Fax: [phone] • wwwnicgillengineers.com

Department of Environment and Natural Resources
I
uivision of water resources
FAST -TRACK APPLICATION (FTA 10-14)
CAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
V4t+tc_
General — When sub ' +iispplica-tion, please use the following instructions as a checklist in order to
ensure all required items are submitted. Adherence to these instructions and checking the provided boxes will
help produce a quicker review time and reduce the amount of requested additional information.
For more information, visit the Water Quality Permitting Section's website or;
contact the Regional Office serving your county
Unless otherwise noted the Applicant shall submit one original and one copy of the application and supporting
documentation to the appropriate Regional Office (see page 3).
A. Cover Letter:
® Include a brief project narrative describing the final 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).
B. Application Form (FTA 10-14):
® Submit the completed and appropriately executed Fast -Track (FTA 10-14) Application. Any
unauthorized content changes to this form shall result in the application being returned. If necessary
for clarity or due to space restrictions, attachment to the application may be made, as long as the
attachments are numbered to correspond to the section and item to which they refer. You do not need
to submit detailed plans and specifications unless you respond NO to item B(13).
® The Professional Engineer's Certification of the application shall be signed, sealed and dated by a
North Carolina licensed Professional Engineer.
® The Applicant's Certification of the application shall be signed in accordance with 15A NCAC 02T
.0106(b). Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if
a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
C. Application Fee:
® Submit a check in the amount of $480 to: North Carolina Department of Environment and Natural
Resources (NCDENR).
➢ Checks shall be dated within 90 days of application submittal.
D. Certificate of Public Convenience and Necessity (For Privately -Owned Public Utilities Only):
® Per 15A NCAC 02T .0115(a)(1), provide two copies of the Certificate of Public Convenience and
Necessity from the North Carolina Utilities Commission demonstrating the Applicant is authorized to
hold the utility franchise for the area to be served by the sewer extension, or
❑ Provide two copies of a letter from the North Carolina Utilities Commission's Water and Sewer Division
Public Staff stating an application for a franchise has been received and that the service area is
contiguous to an existing franchised area or that franchise approval is expected.
❑ The project name in the CPCN or letter must match that provided in Item A(2)a of this application.
E. Operational Agreements (For Home/Property Owners' Associations and Developers of lots to be sold):
➢ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (HOA 08-13).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
➢ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (DEV 08-13).
Even if the project may be turned over to a municipality upon completion, Form DEV 08-13 is required.
INSTRUCTIONS FOR APPLICATION FTA 10-14 & SUPPORTING DOCUMENTATION Page 1 of 6

rr'
F. Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance Form (FTSE 08-13)
® Submit the completed and appropriately executed Flow Tracking/Acceptance for Sewer Extension
Permit (FTSE 08-13) Form for all applications.
➢ The applicant (and owners of downstream sewers, pump stations and/or treatment facilities submitting
form FTSE 08-13 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 08-13
from the owner of the downstream sewer and owner of the WWTF, if different.
➢ The flow acceptance indicated in form FTSE 08-13 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 08-13 indicates that owner has adequate capacity
and will not violate G.S. 143-215.67(a).
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -
specific FTSE 08-13.
G. Site Map (All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the
entire project area and closest surface waters. Each map must include at a minimum:
➢ The location of the sewer line and pump stations and be of reproducible quality.
➢ Downstream connection points and the permit number for the receiving sewer (if known)
➢ Pump Station Locations and the longitude and latitude for each pump station (if applicable)
® Include a street level map showing all relevant project areas.
H. Stream Classification (WSCAS 01-15)
® Submit the completed and appropriately executed Watershed Classification Attachment form
(WSCAS 01-15) if any portion of the sewer system project is within 100 feet of any surface water or
wetlands.
➢ A variance must be requested for encroachment within required setbacks or buffers pursuant to 15A
NCAC 02T .0305(f)
I. Environmental Assessments (Projects subject to an Environmental Assessment (EA)):
➢ Projects involving an Environmental Assessment per 15A NCAC 01 C .0408, must be submitted for a
full technical review and must be submitted to the PERCS Unit on application forms provided by the
Division.
J. Alternative Sewer Systems
➢ Projects involving low pressure sewer systems, vacuum sewer systems and other alternative sewer
systems must be submitted for a full technical review and must be submitted to the PERCS Unit on
application forms provided by the Division.
K. 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 the project, please indicate in B(12)
and give the permit number of the second facility.
L. 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(1 b). 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 Permitting of Pump Stations and Force Mains (most recent version), as applicable to the project.
INSTRUCTIONS FOR APPLICATION FTA 10-14 & SUPPORTING DOCUMENTATION Page 2 of 6

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR APPLICATION FTA 10-14 & SUPPORTING DOCUMENTATION Page 3 of 6

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD 1 Application Number:
I (to be completed by DWR)
S1. Owner/Permittee: 0 n
- -- .................... __ _._- - - -- — - .... _.._._. ......... ......... . .........__ _- --- _ -_. ........................ ......... _
!1a. GGCC Utility, Inc.
Full Legal Name (company, municipality, HOA, utility, etc.)
Z' ',1 b. Richard P. Foutz
® Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials)
_- _ - _....... _...........
_
jl c. The legal en
❑ Individual
Id.
Post Office Box 368
LL '
Mailing Address
'1 f.
North Carolina
I
State
,1 h
828-898-4531 -- -
Telephone
L2...
J i2a.
3.
. 3a.
!3b.
11
who will own this system is:
Federal unici a a -out Priva
Division of Water Resources
i
OPT
Wafeanim-rPe Regiona! Operations
atimes .s sVII- F+rr:.nna '7S;i�,r
........-_._ ..._ _._._—._... _ ... -
Existing Fitness Center Sewer Extension
Brief Project Name (permit will refer to this name)
Ted Nve
Partnership N Corporation U Other
Linville
City
I. 28646
Zip Code
- . ...._.....
- -
[e-mail]
E-mail
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
828-898-4531 3c. [e-mail]
Phone Number E-mail
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
Owner is ❑ Public (skip to Item B(3)) ® Private (go to Item 2(a))
If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
® Retaining Ownership (i.e. store, church, single office, etc.) or ® Public Utility (Instruction D)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction E)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
GGCC Utility, Inc.
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
Grandfather Golf and Country Club WWTP 4b. 0023124
Name of WWTF I WWTF Permit No.
GGCC Utility, Inc. 5b. 6 inch JE] Gravity 5c. Unknown
Owner of Downstream Sewer Receiving Sewer Size ®Force Main Permit # of Downstream Sewer (Instruction F)
........... ... - - - - ---- - — - — --- .__..
The origin of this wastewater isall that applye
❑ Residential Subdivision ❑ Retail (Stores, shopping centers) 100% Domestic/Commercial
❑ Apartments/Condominiums ❑ Institution % Industrial
❑ Mobile Home Park ❑ Hospital
❑ School ❑ Church (Attach Description)
❑ Restaurant ❑ Nursing Home % Other
® Office ® Other (specify): Fitness Center
Volume of wastewater to be allocated or permitted for this particular project: 4,572 gallons per day
*Do not include future flows or previously permitted allocations
the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
FTA 10-14 APPLICATION Page 4 of 6

j9.
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(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 24 (f).
8,844 sf fitness/tennis center x 50 gal./100sf = 4,422 qpd + 3 tennis courts x 50 gal/court = 150 Qpd = 4,572 and total
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
,,..
Size (inches
Length (feet)
New Gravity or Additional
Force Main
8
1,000 V
Gravity
..._...-- ----............... --
-....... ---- -
--- .....
_.--..-...----- ---------
W
Z
Z—
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
0
;Pump Station Location ID: N/A (self chosen - as shown on plans/map for reference)
Z�Longitude:
36.101577 Latitude:-81.851818
0
I--
Q
Design Flow
Oerational Point
p
Power Reliability Option
(MGD)
GPM @TDH
1 -permanent generator w/ATS;
Force Main Size
Force Main Length
i
2 - portable generator w/MTS
0
Z
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
1-
Longitude: Latitude:
IL
I Design Flow
Operational Point
Power Reliability Option
m
(MGD)
I
GPM @TDH
1 - permanent generator w/ATS;
Force Main Size Force Main Length
2 - portable generator w/MTS
1112. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
Yes ®
�!❑ No If Yes, permit number of 2"d treatment facility
(RO — if "yes" to 13,12 please contact the Central Office PERCS Unit)
113. Does the sewer system comply with the Minimum Design Criteria for the 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, complete and submit the Variance/Alternative Design Request (VADC 10-14) application and supporting
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents.
FTA 10-14 APPLICATION Page 5 of 6

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
•; ;:i
I Sedimentation and Erosion Control Plan? ❑ Yes ❑ No ® N/A
i
Trout Buffer Waiver? ❑ Yes ❑ No ® N/A
1 Stormwater? ❑ Yes ❑ No ® N/A
115. Does this project include any high priority lines (15A NCAC 02T .0402 (2)) involve aerial lines, siphons, or interference
t
manholes)? These lines will be considered high priority and must be checked once every six months
iCheck if Yes: ❑ and provide details: None
1.
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
I, Richard P. Foutzattest that this application for Existing Fitness Center Sewer Extension 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 143-215.6B. any person who knowingly makes any false statement, representation, or
j
certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $1 q 000
(
as well as civil penalties up to 000 per violation
p
a.
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 PROXIMITY
U)
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
}
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
Ua
I, R.J. Mozelev, PE ,attest that this application for Existing Fitness Center Sewer Extension has been reviewed by
me and is accurate, complete and consistent with the information in the engineering plans, calculations, and all other
1—. • !
supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed
W
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 I have reviewed this material and have judged it to be consistent with the
I
proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $10, 000 as well as civil penalties up to $25, 000 per violation.
2a.
R.J. Mozeley
I
--
Professional Engineer Name ����\\� CA/
- 0� ���
?2b.
McGill Associates, P.A. SS/
E•'•
•�
Engineerng Firm I ; � : '•p� O� • y ;
12c.
1240 19th St Ln NW _ : a SEAL
I
Mailing Address _ 037937
i2d.
_
.... . . .............. .. .... ............
Hickory i2e. NC2f. 28601
City State Zip
12g.
828-328-2024 2h. 828-328-3870 2i. [e-mail]
s
Telephone Facsimile E-mail j NC PE Seal, Si nature & Date
1----- -
FTA 10-14 APPLICATION Page 6 of 6

State of North Carolina
;��,' Department of Environment and Natural Resources F I } , tf' 'A `kf I k ,` Division of Water Resources
Mvision of Water"Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: GGCC Utility, Inc.
Project Name for which flow is being requested: Existing Fitness Center Sewer Extension
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Grandfather Golf and Country Club WWTP
b. WWTP Facility Permit #: NC0023124
All flows are in MGD
c. WWTP facility's permitted flow 0.070
d. Estimated obligated flow not yet tributary to the WWTP 0.000
e. WWTP facility's actual avg. flow 0.030
f. Total flow for this specific request 0.005
g. Total actual and obligated flows to the facility 0.035
h. Percent of permitted flow used 50%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / p f), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Clubhouse 0.288 0.1152 0.008 0.000 0.008 0.1072
r r
i
Division of Wafer Resources
F 2 r
Water ouality Regional operations
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Page 1 of 6
FTSE 08-13

III. Certification Statement:
I Richard P. Foutz , certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to
the receiving wastewater treatment facility and that the flow from this project is not
anticipated to cause any capacity related sanitary sewer overflows or overburden any
downstream pump station en route to the receiving treatment plant under normal circumstances,
given the implementation of the planned improvements identified in the planning assessment
where applicable. This analysis has been performed in accordance with local established
policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form indicates acceptance of this wastewater flow.
IOX
Signing ffMcial Signature
43
Date
Page 2 of 6
FTSE 08-13

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Division of Water Resources Watershed Classification Attachment (WSCAS 01-15)
Along with this form, submit a color copy of a USGS Topographic Map to identify the project area and
waterbodies. Each map or maps must show the location of the sewer system and include location identifiers
where the system traverses over or near waterbodies. The map should have location ID's for each different
waterbody and corresponding classifications should be recorded.
Include the completed form and map portions with the permit application for submittal to the appropriate review
agency. A list of the Division's regional offices, their county coverage, and contact information can be obtained
from: http://Portal.ncdenr.org/web/wa/home/ro
Location ID
Name of Waterbody'
River
Basin
Waterbody
Index No.
Waterbody
Classification
1
Unnamed Tributary to Linville
River
Catawba
11-29-(1)
C;Tr
C �IVED
DivisiOnOTVVdLel°J
- 2 2015
Witter
nt.Iality Regional Opera
ions
1 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 1 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
CA
p�o�ESs�0
SEAL
a 037937 r —
i
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Surface Water Classifications
DWR�, NC Surface Water Classifications
Enter Street Address or F I C.
aoa
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300ft 36.104-81.857 Degrees
Click a stream for more information
Page 1 of 1
NC Classifications Website
Find a Stream
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OPTIONS
Results
Number of features found: I ,
11�29-C1)
Index Number,:
11-29-(1)
Stream Name::
Linville River '
'Classification::
C;Tr • i
" Stream De,criptio
From source to Grandmother
n:;
Creek
Date::
2/28,11962, 7:00 PM
What does this cla
http://portal.ncderir.org/we
ssificatlon mean?:
b/v+o/p</csu/class Cations
Peer Basuti::
Catawoa ts,
o
-ACC 1,
ry
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•CiiurvilNlv�'i "
Golf d
country crun
Clear Results
http://ncdenr.maps.aregis.com/appslwebappviewerlindex.html?id=6e l25ad7628f494694e2... 10/1 /2015

WOODCHUCK RD
NC HWY 105
GRAROPOSED
VITY SEWER
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PROPOSED
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NC HWY 1105

GRANDFATHER
GOLF & COSY CLUB
LINVILLE, NORTH CAROLINA
September 25, 2015
NC Department of Environment and Natural Resources
Division of Water Resources
RE: GGCC Utility, Inc.
FUSE 08-13 Application
To Whom It May Concern:
As a part of the above referenced application process, GGCC Utility, Inc. cannot locate its Certificate of
Public Convenience and Necessity. As evidence of the authorized establishment of GGCC Utility, Inc. by
the North Carolina Utilities Commission (NCUC) and the jurisdiction the NCUC has over GGCC Utility,
Inc., enclosed please find a copy of an Order from the NCUC from March 1982 granting the transfer of
the operation of this water and sewer system to the parent company, Grandfather Golf and Country
Club and the subsequent creation of GGCC Utility, Inc. In addition, enclosed is a copy of the most recent
rate approval Order from the NCUC, from 2013.
If you have any questions or request any additional information, please let me know.
Sincerely,
Richard P. Foutz
CFO
Enclosures
Division of water Resources
OCT - 2 2015
Water nuality Regional Operations
P.O. Box 368, Linville, NC 28646 [phone] www.GrandfatherClubNC.com

,$iuig of Narf4 Tarofirn
�fTfTfTEB l'JIIITYIITTSSTIIlT
�ZIfET�f�
DOCKET NO. W-755
.E NORTH CAROLINA UTILITIES COMMISSION
In the Matter of
Application by G. F. Company, P.O. Box 278,
Linville, North Carolina, for Authority to
Transfer Control of Utility Franchise' to
Grandfather Golf and Country Club, Post
Office Box. 368, Linville, North Carolina
ORDER GRANTING AUTHORITY FOR
TRANSFER OF UTILITY FRANCHISE
THIS MATTER came before the Public Conference of the Utilities Commission
on March 22 and March 29, 1982, based on an application filed on March 3,
1982, requesting authority to change control of its water and utility
franchise (Utility) through a transfer of common stock and assets now held by
the parent company, Grandfather Enterprises, Inc. (GEI) to Grandfather' Golf
and Country Club (Country Club). Based upon that application, as well as
representations made in behalf of G. F. Co. and Country Club by their counsel,
Charles D. Case, of the law firm of Allen, Steed and Allen, P.A., by letter to
Joseph W. Smith, Commission Staff member, dated March 11, 1982, the Commission
hereby makes the following:
FINDINGS OF FACT
1. GEI presently owns all the stock of G. F. Co. The Utility which serves
the customers who live on three tracts of land in Avery County, North
Carolina „ comprising 959 acressurrounding the Country Club, is owned and
operated by G. F. Co.
2. There were 151 water customers and 149 sewer customers as of
December 31, 1981. These customers are charged a flat rate of $10.50 per
month for water and $10.50 per month for sewer services; and the Country Club
is charged $308.33-monthly for water and $308.33 monthly for sewer services.
There are tap -on fees ranging from $95.00 to $154.00 and plant recovery fees
ranging from $728.00 to $794.00. These fees were approved by the Commission
in its recent Order, Docket No. W-271, Sub 3, dated December 30, 1981.
3. The sale and transfer of the Utility to the Country Club will be
accomplished through the transfer of 90,000 shares of common stock presently
held by GEI to the Country Club for $100,000. The Country Club will acquire
the assets of the Utility and will assume the loan outstanding from NCNB of
about $2,000,000 of which about $524,000 had been spent for water and sewer
plant construction as of 12/31/80, the test year period used'in the general
rate case referred to above. Soon after the transfer, the loan from NCNB will
be completely paid off, leaving the Country Club virtually debt free.

P pp
4. All customers of the Utility are, or will become, members of the Country
Club through the payment of a membership fee. There are, and will continue to
be, approximately 67% of the Country Club members who are not customers of the
Utility.
5. As directed in the recent general rate Order, Docket No. W-271, Sub 3,
one chlorinator is now operating, and the stock purchase agreement provides
for the installation and operation of the second chlorinator as required in
paragraph 1 of the decretal portion of said Order.
6. As indicated on page 7 of that Order, all issues relating to the
percentage of the utility plant currently in service were resolved in the
Order. Applicants in this matter stipulate that said percentage will not be
affected solely by virtue of this proposed transaction, and will depend on
future showings of the amount of development actually in place.
7. The consummation of this transaction will not affect the rate base of
the utility company.
8. That neither the stock nor the fiscal assets involved here have been,
nor will they be, pledged as collateral for any loans beyond those pledges
shown in documents previously submitted to the Commisison in connection with
Docket No. 271, Sub 3. These pledges were in connection with the NCNB loan
that will be liquidated after the transfer takes effect.
9. That separate books and other accounting procedures will be maintained
pursuant to the Uniform -System of Accounts for Water and Sewer Utilities as
promulgated by the National Association of Utility Commissioners to facilitate
financial reivew for purposes of any future Commission review.
10. That no contributions made by the customers in aid of construction will
be used for any other purpose.
CONCLUSIONS OF LAW
From a review and study of the application, its supporting data,
representations by the Applicants through their counsel, and other
information in the Commission's files, the commission is of the opinion and so
concludes that:
1. The transactions herein proposed are:
(a) For a lawful object within the corporate purposes of the Applicants;
i (b) Compatible with the public interest;
(c) Necessary and approporiate for and consistent with the proper
performance by Applicants of their service to the public and will not impair
their ability to perform that service; and
(d) Reasonably necessary and appropriate for such purposes.
2. The Utility's rates will remain subject to Utility Commission's scrutiny
and review after consummation of this transaction.
2

PP
7ER1FORE, IT IS HEREBY ORDERED:
(1) That G. F. Co. be granted authority to sell and transfer the franchise
and assets of its Utility operations to the Grandfather Golf and Country Club
Organization on -the terms and conditions stated in the application and
additional information furnished the Commision through writtten correspondence
by Applicants' attorneys; .
(2) That after the sale and transfer has been consummated that Country
Club will within 180 days advise the Commission in writing why it should not
set up a complete and separate Utility entity.
ISSUED BY ORDER OF THE COMMISSION.
This the day of 1982.
(SEAL)
NORTH CAROLINA UTILITIES COMMISSION
Sandra J. Webst , Chief Clerk
3

z �/Z) b V

P.PPP"'_
AZ
)
NCDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E.
Governor Director
October 30, 2012
Mr. Zachary Platek, General Manager
Grandfather Golf and Country Club
Post Office Box 368
Linville, NC 28646
Natural Resources
SUBJECT: Moratorium Waiver Request/Fast-Track Application
GGCC Utility, Inc.
Beach Improvements Project
Wastewater Collection System Extension
Avery County
Dear Mr. Platek:
Dee Freeman
Secretary
This letter is in response to your request to waive a moratorium placed on sewer line extensions
for the subject utility.
Your letter details a series of steps GGCC is planning to take in order to address inflow and
infiltration (1/1) problems within its collection system. The letter notes that upon completion of the
sewer system evaluations and forthcoming sewer rehabilitation projects, it is expected that the
annual average flows will decrease.
While the above information is very encouraging, it does not satisfy the terms of the Rule such
that the moratorium can be lifted. The Rule is explicit instating the required elements of an
approvable engineering evaluation of future wastewater needs and what information must be
submitted for review, especially if no expansion of the treatment plant is proposed. It is
anticipated that submittal of the above -mentioned evaluations, including an 1/1 study report,
accompanied by growth projections and the analysis of future wastewater treatment
alternatives, should fully satisfy the terms of the Rule. The Division will gladly review those
materials upon submittal and consider your request for lifting the moratorium.
In your letter, you also requested consideration of a sewer project that would serve a community
beach house. This project is anticipated to contribute an additional 3,800 GPD, during the
limited time the facility is open, to the wastewater treatment plant. Per the terms of 15A NCAC
02T .0118, the Division may issue permits, on a case by case basis, to facilities exceeding the
80 percent loading rate if: 1) the additional flow will not cause the facility to exceed its permitted
hydraulic capacity, 2) the facility is in compliance with all other permit limitations and
requirements and 3) it is demonstrated that adequate progress is being made in developing the
required engineering evaluations or plans and specifications.
Following a review of the pertinent facts in this matter, I have found that the GGCC Utility has
satisfied the criteria stated above. Therefore, based -upon this finding and upon the
recommendation of the staff of the Asheville Regional Office, I hereby grant GGCC Utility a
SURFACE WATER PROTECTION — ASHEVILLE REGIONAL OFFICE
2090 U.S. Highway 70, Swannanoa, NC 28778rt NOrthCarOliria
Phone: [phone] FAX: [phone] ort h sirrr//ni

Zachary Platek
October 30, 2012
Page 2 of 2
waiver of the sewer line moratorium for the 3,800 GPD Beach Improvements sewer project.
Please be advised that this waiver is for this specific sewer project and is not a lifting of the
sewer moratorium. Any future issuance of sewer line permits will have to be approved in the
same fashion until GGCC Utility has fully complied with the terms of15A NCAC 02T .0118.
Furthermore, GGCC Utility is responsible for acquiring all necessary permits for the sewer
projects before construction can proceed.
Thank you for your cooperation in these matters. If you have any questions about this letter,
please contact Jeff Menzel of the Water Quality Section staff of the Asheville Regional Office at
[phone].
Sincerely,
Chuck Cranford, Regional Supervisor
Surface Water Protection
cc: Aver C� ounty Health Department
49
sheville F�egia alp ffici e' S'urFaee 1111atEF2 otect
R.J. Mozeley, PE, McGill Associates, PA
Water Quality Central Files
PERCS Files (efile)
S:\SWPWvery\Wastewater\Minors\GGCC Utility 23124\WQ0036189 Beach Improvements Project Waiver. 10.23.12.docx

Beverly Eaves Perdue
Governor
ZMLT9A
NCDENR
North Carolina Department of Environment and
Division of Water Quality
Charles Wakild, P.E.
Director
October 30, 2012
Zachary Platek, General Manager
Grandfather Golf and Country Club
Post Office Box 368
Linville, NC 28646
Subject: Permit No. WQ0036189
Grandfather Golf and Country Club
Beach Improvements Project
Wastewater Collection System Extension
Avery County
Dear Mr. Platek:
Natural Resources -
Dee Freeman
Secretary
In accordance with your application received October 12, 2012, we are forwarding herewith Permit No.
WQ0036189, dated October 30, 2012 to Grandfather Golf and Country Club Utilities for the
construction and operation of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations
as specified therein. This cover letter shall be considered a part of this permit and is therefore
incorporated therein by reference.
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 or any individual
system -wide collection system permit issued to the Permittee. I hereby grant GGCC Utility a waiver of
the sewer line moratorium for the 3,800 GPD Beach Improvements sewer project. Please be advised
that this waiver is for this specific sewer project and is not a lifting of the sewer moratorium. Any future
issuance of sewer line permits will have to be approved in the same fashion until GGCC Utility has fully
complied with the terms of15A NCAC 02T .0118.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; 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.
SURFACE WATER PROTECTION — ASHEVILLE REGIONAL OFFICE
Location: 2090 U.S. Highway 70, Swannanoa, NC 28778
Phone: [phone] FAX: [phone]—
Internet: wwww.ncwateraualitv.ore

GGCC Utility Inc. October 30, 2012 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 the
Grandfather Golf and Country Club Utilitiey for the construction and operation of approximately a 30—
gallon per minute pump station with duplex pumps, on -site audible and visual high water alarms, and a
portable generator receptacle with telemetry as well as approximately 1,470 linear feet of 2-inch force
main to serve as part of the Beach Improvements Project, and the discharge of 3,800 gallons per day of
collected domestic wastewater into the GGCC's existing sewerage system, pursuant to the application
received October 12, 2012 and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit;
The sewage and wastewater collected by this system shall be treated in the GGCC Wastewater
Treatment Facility Permit NCO023124 prior to being discharged into the receiving stream.
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 Jeff Menzel at (828)
296-4500.
Sincerely, ,
for Charles Wakild, P.E., Director
Division of Water Quality
cc: AveCounty He-a-Ith- ,Department _
RAsnevule Kegiondl Office, Surfa%e4Water-Profectio
R.J. Mozeley, PE, McGill Associates, PA
Water Quality Central Files
PERCS Files (efile)
S:\SWP\Avery\Wastewater\Minors\GGCC Utility 23124\W00036189 GGCC Beach Improvements project.docx

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T .0300; 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 .0300. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0300:
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 213.0200.
b. A map of the sewer system shall 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.
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 §143-215.1 C.

PERMIT NO.W00036189, GGCC Utility INC..Beach Improvements Project October 30 2012
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 .0300; 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 .0300; 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
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:

AIT NO W00036189 GGCC Utility INC Beach Improvements Proiect October 30 2012
3. 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 Il 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 30th day of October, 2012
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
r�
for Charlei/Wakild, P.E., Director`
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0036189

PERMIT NO W00036189 GGCC Utility INC Beach Improvements Project October 30 2012
ENGINEERING CERTIFICATION - POST CONSTRUCTION
System Description: permission is hereby granted to the Grandfather Golf and Country Club Utility for
the construction and operation of approximately a 30—gallon per minute pump station with duplex
pumps, on -site. audible and visual high water alarms, and a portable generator receptacle with
telemetry as well as approximately 1,470 linear feet of 2-inch force main to serve as part of the Beach
Improvements Project, and the discharge of 3,800 gallons per day of collected domestic wastewater
into the GGCC's existing sewerage system
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
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 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 .0300; 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
CHUCK CRANFORD
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.

�Q l b q W000361 UUft- lira
of Eent and Natural Resources
ttrr
L E Division of Water Quality
FAST -TRACK APPLICATION
(FTA 12/07 ver5)
125,ZUME�S-T-ATIONS, AND FORCE MAINS
systems are not to be included as part of this application package)
INSTRUCTIONS: Indica"te•that you have included/addressed the -following list of required application package items by
checking the space lgCjAo submit all required items will lead to your application
being returned as incomplete. Forms are available from the web site or by calling the Regional Office serving your county.
http://h2o.enr.state. nc. us/peres/Collection%20Systems/CollectionSystemApplicati6ns.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 B(13).
Separate applications should be made for non-contiguous 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-10107 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 fine
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

am Classifications — Watershed Classification Attachment (Form WSCAS-12/07) If any portion of the
system project is within 100 feet of any.surface water or wetlands, the Watershed Classification Attachment
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.
Frse'weer
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 13(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(1 b). 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://h2o.enr state.nc.uslperesICollection%2OSystemsICoHectionSystemsHome.htmi
or contact the Regional Office serving your county.
FTA 12/07

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Applip'. ran -fit.
(to be Compiej`ed by ov it _ WQ0036189
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9. Owner/Permittee:
1a. GGCC Utilit
Full Legal Name (company, municipality, HOA, utility, etc.) ; !
_
1 b. Zachary Platek, Grandfather Golf & Country Club General Man
Signing Official Name and Title (Please review 15A NCAC 2T .0106 00#oija
1 c. The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ElSta
1 d. Post Office Box 368
Mailing Address
- .............
1f. North Carolina
State
--._._.. ..
1 h. 828-898-4531 11 i. 828-898-5149
Telephone I Facsimile
Beach Improvements Project
Brief Project Name (permit will refer to this name)
LfdSiiilVlL'tr
ate Fi<artnersfii:Corporation.0 Other (sl
le. Linville -
City
1 g. 28646
Zip Code
1j. [e-mail]
E-mail
701
County Where Project is Located
R.J. Mozeley, PE McGill Associates, PA
Name and Affiliation of Someone Who Can Answer Questions About this Application
828-328-2024 3c. [e-mail]
Phone Number E-mail
1. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.: Rehabilitation
!2. Owner is ❑ Public (skip to Item B(3)) ® Private (go to Item 2(a))
s2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one
® Retaining Ownership (i.e. store, church, single office, etc.) or El Public Utility (Instruction C)
El Leasing units (lots, townhomes, etc. -skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction D)
❑ Selling units (lots, townhomes; etc. - go to Item B(2b))
GGCC Utility Inc.
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
GGCC WWTP ; b. NCO023124
Name of WWTF I WWTF Permit No.
GGCC Utility, Inc. 15b. 8" 10 Gravity 5c. _ N/A
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main Permit # of Downstream Sewer (Instruction E)
The origin of this wastewater is (check all that apply):
® Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
❑ School
® Restaurant
❑ Office
❑ Retail (Stores, shopping centers)
❑ Institution
❑ Hospital
❑ Church
❑ Nursing Home
❑ Other (specify):
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
Volume of wastewater to be allocated or permitted for this particular project: 3,800 gallons per day
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow. expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA12/07

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the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
i
Item 13(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).
Per 2T Wastewater Design Flowrates for parks with restroom facilities: 250 gal/day/plumbing fixture.
250 gal/day/fixture x 15 fixtures = 3,750 gal/day therefore use 3,800 gal/day
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet) New Gravity
-.. -----
2-inch
1,470 Force Main
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11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
W
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Pump Station Location ID Beach House (self chosen - as shown on plans/map for
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Design Flow Power Reliability Option
Operational Point
(MGD) 1 -permanent generator w/ATS; Force Main Size Force Main Length
GPM @TDH
2 portable generator w/MTS
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1 ........ 1 ........
.........
0.017 30 GPM @ 63' TDH 2 2-inch 1,470
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QPump
Station Location ID (self chosen - as shown on plans/map for reference)
I
i
Design Flow
(MGD)
Operational Point
Power Reliability Option
1 -permanent generator w/ATS;
Force Main Size
Force Main Length
O
GPM @TDH 12-
portable generator w/MTS
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1--
Pump Station Location ID (self chosen - as shown on plans/map for reference)
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Design Flow
(MGD)
Operational Point
(
Power Reliability Option
1 - permanent generator w/ATS; Force Main Size
Force Main Length
m
GPM @TDH
2 - portable generator w/MTS
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12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No If Yes, permit number of 2"d treatment facility
I(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
113. 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
FTA 12/07

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
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: The project involves an aerial creek crossing over Lower Creek. The sewer line will be
installed within a steel encasement pipe, supported with concrete piers, and anchored with reinforced concrete blocking.
11. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Zachary Platek, attest that this application Beach Improvements Project 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 143-215.6B,
any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of
a Class 2 /sdeme r which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
violation.
1 a. z 2—
,Ia. Off i I Signature Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
;TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC.02T .0305
Z
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
Q
R.J. Mozeley. PE, attest that this application for Clubhouse Force Main Reroute 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. l further attest that to the best of my knowledge the proposed design has
�s been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
LLI 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
0 signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a
fine not to exceed $10, 000 as well as civil penalties up to $25, 000 per violation.
2a. R.J. Mozeley, PE `1 I I Ill
Professional Engineer Name CAROy//�
- - --- ---
2b. McGill Associates, PA ��ES S jay /�
Engineering Firm SEAL —_
2c. Post Office Box 1136 — : a 037937 r
Mailing Address
2d. Hickory 2e NC 2f. 28603
City State Zip
2 828-328-2024 2h. 828-328-3870 2i. r.mozele
g. � [e-mail]
Telephone Facsimile E-mail NC PE Seal, Signature & Date
FTA 12/07

JMcGffl
A S S O C I A T E S
October 10, 2012
Mr. Chuck Cranford
Surface Water Projection Supervisor
Asheville Regional Office
2090 US Highway 70
Swannanoa, North Carolina 28778
Dear Mr. Cranford:
tt^' ._F ).. iY'/-.2! .�jo..�/' �: � .. ..� F •��.
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V� tom'.
OCT 12 2012
{
WA.TEH. cu; :_iTtr sic T ;ors
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ASHEVILLER=r--'
RE: Fast Fast Track Application — Beach Sewer
GGCC Utility, Inc.
Linville, North Carolina
Please find enclosed for your review and approval one (1) original and one (1) copy of the
Fast -Track Application for the Gravity Sewers, Pump Stations, and Force Mains for the above
referenced project. Also included are one (1) original and one (1) copy of the associated Flow-
Tracking/Acceptance forms and the Watershed Classification Attachment. Additionally, please
find enclosed a check in the amount of $480 to cover the application fee.
The project includes the installation of approximately 1,470 linear feet of 2-inch diameter
force main sewers in the Grandfather Golf and Country Club in Linville, North Carolina. This
project also includes the installation of a new, submersible, duplex grinder pump station with a
connection for portable backup generator. The design of the project has been prepared in
accordance with NCDWQ's minimum design criteria for pump stations and force mains. Also
enclosed is a copy of a letter to the Compliance and Expedited Permit Unit addressing the future
wastewater needs for GGCC Utility, Inc.
If you have any questions or require additional information regarding this application,
please feel free to contact our office at 828-328-2024.
Sincerely,
McGill ASSOCIATES, P.A.
X f XIZA:�
R.J. MOZELEY, PE
Project Engineer
cc: Mr. Zach Platek, Grandfather Golf & Country Club
Mr. Forrest Westall, PE, McGill Associates, P.A.
F:\10.01418 GRANDFATHER GOLF & COUNTRY CLUB- Public Water & Sewer Studies\02_Design Phase\Correspondence\ecranford -
swimbeach fta.docx
E n g i n e e r i n g e P l a n n i n g a F i n a n c e
McGill Associates, P.A. • P.O. Box 1136, Hickory, NC 28603 • 1240 19th St. Lane NW, Hickory, NC 28601
Office: 828-328-2024 • Fax: [phone]

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07)
Project Applicant Name: GGCC Utility, Inc.
Project Name for which flow is being requested: Beach Improvements Project.
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: GGCC Utility, Inc. Wastewater Treatment Plant
b. WWTP Facility Permit #: NC0023124
c. WWTP facility's permitted flow .
d. Estimated obligated flow not yet tributary to the
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
0.070
WWTP Zero
0.0567
0.0038
0.0605
86.42 %
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
Clubhouse PS 0.468 0.0195-0.0390
IIl. Certification Statement: V;I,yTL t yU,�,LITY S=cT,,,i�
I, Zachary Platek, certify that, to the best of my knowledge, the iiddiL
onrQfio`lii6f_wafew�CerJ
be permitted in this project has been evaluated along the route to the re6eivingzwastewatex.treatment
facility and that the flow from this project is not anticipated to cli s.e.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 is
wastewater flow. Zl I
Signing Official

FORM WSCAS-12/07 \oz°� WaTFgoG
WATERSHED CLASSIFICATION ATTACHMENT > r
a �
FOR SEWER SYSTEMS
Applicant Name
Project Name
GGC Utility
Beach Improvements Project
Professional Engineer Name
Engineering Firm Name
R.J. Mozeley, PE
McGill Associates, PA
Location
ID
Name of Waterbody'
County
River
Basin
Waterbody Stream
Index No.
Waterbody
Classification
1
Linville River
Avery
Catawba
11-29-(1)
C; Tr
u lay OCT 1 2 2012
'
s
A,-Fi^JILLr Ri=,'RIC�'�L
ul
CFFICE '
If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to wF ,c'h tlie'unnamed tributary joins.
/ 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
*** END OF FORM WSCAS-12/07 ***
FORM: WSCAS-12/07 Page 1 of 1

/ 17/1�
0� J;. �Je
October 2, 2012
's
Mr. Charles Wakild, PE„r�s , _.�.a. ---,.._...._..............�.._.._......
NCDENR — DWQ
Compliance & Expedited Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Dear Mr. Wakild:
GOLF & COUNTRY CLUB
LINVILLE, NORTH CAROLINA r
t
+i.
RE: Future Wastewater Treatment Capacity
GGCC Utility, Inc.
Linville, North Carolina
I received a letter from NC.DENR dated April 30, 2012 which imposed a sewer line
moratorium on GGCC Utility, Inc, (GGCC). GGCC has been working with McGill Associates,
P.A. (McGill) since 2010 on various utility projects. After consulting with Mr. Forrest Westall,
PE, of McGill, I offer this letter in response to the imposed sewer line extension moratorium.
According to 15A NCAC 02T .0118, "Demonstration of Future Wastewater Treatment
Capacities" allows for the issuance of permits for sewer line extensions to facilities exceeding
80% of their hydraulic treatment capacity, provided that specific evaluations of future wastewater
treatment needs have been completed. GGCC currently provides sanitary sewer service to 192
residential customers, the GGCC Administration building, GGCC guardhouse, and the GGCC
Clubhouse.
As noted in the moratorium letter, the 12-month average flow for the GGCC wastewater
treatment plant (WWTP) in 2011 was 0.0567 MGD (80.99% of the design flow). For the record,
the average monthly flow from January 2012 through July 2012 has been 0.0590 MGD (84,29%)
of the design flow. These flows have corresponded to a relatively wet year with .respect to
rainfall. For instance, the month of July.2012 averaged 0.0710 MGD of WWTP flow when the
monthly total rainfall .for July was 6.36 inches (1.08 inches above average) with rainfall on
twenty-two (22) days of the month.
hi 2011, GGCC and McGill began a comprehensive evaluation of the existing sewer
collection system with a goal of removing extraneous infiltration and inflow (M) from the
wastewater collection and treatment systems. Upon completion of the sewer system evaluations
and forthcoming sewer rehabilitation projects, it is expected that the annual average flows will
decrease. Consequently, GGCC has no plans for exceeding the current hydraulic treatment
capacity of the existing WWTP.
P.O. Box 368, Linville, NC 28646 [phone] www.GrandfatherClubNC.com.

pr-
PP
October 2, 2012
Mr. Charles Wakild, PE
Page 2
The existing sewer service area for GGCC encompasses roughly one-half (1/2) of the
GGCC development with wastewater disposal for the remaining residences being provided by
private septic systems. There are no remaining areas within the GGCC boundaries where
residential development could occur. Additionally, GGCC has no future plans to extend the
public sewer collection system to the existing residences that are currently on private septic
systems.
GGCC does, however, have plans to add its community beach house facility to the GGCC
sewer system. This decision has been reached based on the age of the septic system currently
servicing the beach house facility and the position that in the long term, sewer service to the
swim beach facility would be most effectively provided by the public sewer collection and
treatment systems. Based on the number of fixtures within this facility, the estimated additional
flow from this facility will be equal to or less than 3,800 gallons per day during the limited time
in which the facility is open, which is Memorial Day through Labor Day of each year. Therefore,
the addition of the beach house facility will not cause the WWTP to exceed its current hydraulic
treatment capacity.
A letter of request for a Fast -Track -Application sewer permit is being submitted
concurrently to the Asheville Regional Office under the provisions of NCAC 02T .0118 (3) for
approval of the extension of the GGCC sewer system to serve this beach house facility.
I trust that this letter will adequately address the issue of future wastewater treatment
needs for GGCC Utility, Inc. If you have any questions or require additional information
regarding this matter, please feel free to contact me 828-898-4531 or Mr. Forrest Westall at 828-
252-0575.
SincerelyLchary
Platek
COO
cc: Mr. Chuck Cranford, NCDENR-DWQ ARO
Mr. Forrest Westall, PE, McGill Associates, P.A.
Mr. R.J. Mozeley, PE, McGill Associates, P.A.

3u
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N 214 - NCDENR-DWQ Check Date: 09/21/12 Check #: 2865 CltSibfrrer $ H 5
Invoice # Invoice Description Invoice Date Amount Adjustments Net Amount
09/21 /12
9/21 /2012 $480.00 $0.00 $480.00
$480.00 $0.00 $480.00
GRANDFATHER GOLF '�. COUNTRY CLUB 66-1223/531
CAPITAL. FUND High Country Bank
P.O. Box 368 - 149 JEFFERSON ROAD
Linville, North Carolina 28646 BOONE. NO26607 No. O 0.2 H 6 5 .
[phone] VOID AFTER 60 DAYS,
D 0 0
019/21/12 2865. 480.00
EXACTLY FOUR HUNDRED EIGHTY AND 00/100 DOLLARS
PAY TO THE
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1. Article Addressed to:
Ted Nye
GGCC Utility Inc.
Post Office Box 368
Linville, North Carol
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GGCC Utility Inc.
Post_Office Box 368
Linville, NC 28646-0368
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GGCC UTILITY INC
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Division of Water Quality
Surface Water Protection Section
2090 U.S. Highway 70, Swannanoa, NC 28778
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Mr. Richard P. Foutz
Grancirather Golf Country Club Utility Inc.
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Linville, North Carolina 28646
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Mr. Richard P. Foutz
GGCC Utility Inc.
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