WQ0032352_Final Permit_20071231

{ Michael F. Easley, Governor
9 William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
—1
December 31, 2007
Alex D. Baker - President
AIG Baker Cashiers, LLC
1701 Lee Branch Lane
Birmingham, Alabama 35242
Dear Mr. Baker:
Coleen H. Sullins, Director
Division of Water Quality
Subject: Permit No. WQ0032352
Millstone Inn and Condominium
Development
Wastewater Surface Irrigation
Jackson County
In accordance with your permit application received on November 14, 2007, and subsequent
additional information received on December 12, 2007, we are forwarding herewith Permit No.
W00032352, dated December 31, 2007, to AIG Baker Cashiers, LLC for the construction and operation
of the subject wastewater treatment and surface irrigation facilities.
This permit shall be effective from the date of issuance until November 30, 2012, and shall be
subject to the conditions and limitations as specified therein. Please pay particular attention to the
monitoring requirements in this permit. Failure to establish an adequate system for collecting and
maintaining the required operational information will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Lori Montgomery Veal at [phone] or
[e-mail].
Sincerely,
''oleen H. Sullins
cc: Jackson County Health Department
Asheville Regional Office, Aquifer Protection Section
Mark C. Brooks, P.E. — Brooks Engineering Associates
Technical Assistance and Certification Unit
APS Central Files
LAU Files
N"o�``nnCarolina
dWAMally
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: [phone]
internal: www.ncwaterqualitv.ore Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/1 0% Post Consumer Paper Customer Service: [phone]

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL
RALEIGH
SURFACE IRRIGATION SYSTEM 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
AIG Baker Cashiers, LLC
Jackson County
FOR THE
construction and operation of a 16,400 gallon per day (GPD) surface irrigation treatment and disposal
facility consisting of :
two (2) 22,000 -gallon septic tanks connected in series; one (1) 25,000 -gallon fitrate recirculation tank
with an audible/visual high water alarm; four (4) 57 gallon per minute (GPM) filter dosing pumps; eight
(8) Advantexe textile media bio -filter units; two (2) flow splitter basins for routing effluent back to the
septic tank and recirculation tank; two (2) ultraviolet disinfection modules connected in series with two
(2) lamps each; one (1) 6,000 -gallon dosing tank with dual 39 GPM irrigation pumps; one (1) 1,600 -
gallon grease trap to serve the Inn restaurant; one (1) 295,200 -gallon wet weather storage tank with
eighteen (18) days of effective storage; a carbon feed system for enhanced denitrification; 16,708 linear
feet (l.f.) of drip tubing serving six (6) irrigation zones totaling 2.11 acres; one (1) 1,200 -gallon irrigation
system flush return pump tank with dual 20 GPM return pumps and audible/visual high water alarms; a
rainfall sensor to prevent irrigation during precipitation events; and a 80 kW natural gas -powered backup
generator;
to serve seven (7) bedrooms and a fifty (50) seat full service restaurant at Millstone hin, and 113
bedrooms at Millstone Condominium Development, with no discharge of wastes to the surface waters,
pursuant to the application received November 14, 2007, and subsequent additional information received
by the Division of Water Quality (Division), and in conformity with the project plan, specifications, and
other supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until November 30, 2012, and shall be
subject to the following specified conditions and limitations:
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I. SCHEDULES [please review the entire permit fa;, reportkng, monitoring, and other on-going activities]
Upon completion of construction and prior to operation of this permitted facility, a certification (see
attached form) must be received from a professional engineer certifying that the permitted facility has
been installed in accordance with this pen -nit, the approved plans and specifications, and other
supporting materials including the location of all monitoring wells as applicable. If this Proiect is to
be completed in phases and partially certified, you shall retain the responsibility to track further
construction approved under the same permit and shall provide a final certificate of completion once
the entire project has been completed. Mail the Certification to the Aquifer Protection Section,
Division of Water Quality, 1636 Mail Service Center, Raleigh, NC 27699-1636,
2. The Asheville Regional Office, telephone number [phone], shall be notified at least forty-
eight (48) hours in advance (excluding weekends and holidays) of operation of the installed facilities
so that an in-place inspection can be made. Such notification to the regional supervisor shall be made
during the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding
State Holidays.
3. Monitoring wells MW -1, MW -2, MW -3, MW -4, MW -5 and MW -6 shall be approved by the
Asheville Regional Office, telephone number [phone] prior to installation and installed prior
to beginning waste disposal operations. The regional office shall be notified at least forty-eight (48)
hours prior to (excluding weekends and holidays) the construction of any monitoring well. Such
notification to the regional Aquifer Protection 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. The
well(s) shall be constructed such that the water level in the well is never above or below the screened
(open) portion of the well at any time during the year and in accordance with 15A NCAC 02C.0108.
The general location and name for each well is marked on Figure 2 — Monitoring Locations. See also
well construction form submittal requirements in Section IV, of this permit.
4. Within sixty (60) days of completion of all monitoring well(s), the permittee shall submit two original
copies of a scaled site map (scale no greater than 1"=100); however, special provisions may be
granted upon prior approval for large properties. The map(s) must include the following information:
a. The location and identity of each monitoring well.
b. The location of major components of the waste disposal system.
c. The location of property boundaries within 500 feet of the disposal area(s).
d. The latitude and longitude of the established horizontal control monument.
e. The elevation of the top of the well casing (which shall be known as the "measuring point')
relative to a common datum.
f The depth of water below the measuring point at the time the measuring point is established.
g. The location of review and compliance boundaries.
h. The date the map is prepared and/or revised.
Control monuments shall be installed in such a manner and made of such materials that the
monument will not be destroyed due to activities that may take place on the property. The maps and
any supporting documentation shall be sent to the N.C. Division of Water Quality, Aquifer Protection
Section, 1636 Mail Service Center, Raleigh, N.C. 27699-1636. The permittee is responsible for the
geographic accuracy of any map submitted, however produced.
No later than six (6) months prior to the expiration of this permit, the Permittee shall request renewal
of this permit on official Division form(s). Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will extend the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note that Rule
15A NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application.
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�I. PERFORMANCE'STANDARDS
„ s
1. The surface irrigation facilities shall be effectively maintained and operated at all times so that there
is no discharge to the surface waters, nor any'contravention of groundwater or surface water
standards. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions or failure of the irrigation area to adequately assimilate the wastewater, the
Permittee shall take immediate corrective actions including those actions that may be required by the
Division, such as the construction of additional or replacement wastewater treatment and disposal
facilities.
2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to ground
or surface waters resulting from the operation of this facility.
3. All wells that are constructed for purposes of groundwater monitoring shall be constructed in
accordance with 15A NCAC 02C .0108 (Standards of Construction for Wells Other than Water
Supply) and any other state and local laws and regulations pertaining to well construction.
4. Effluent limitations shall not exceed those specified in Attachment A. Surface water monitoring
locations shall be sampled for the parameters and at the frequencies listed in Attachment A.
5. Application rate(s), whether hydraulic, nutrient, or other pollutant shall not exceed those specified in
Attachment B.
6. The Compliance Boundary and Review Boundary for the disposal system are specified by 15A
NCAC 02T .0506(c). The Compliance and Review boundaries shall be established at the irrigation
area boundaries. Any exceedance of standards at the Compliance or Review Boundary shall require
action in accordance with 15A NCAC 02L .0106. An exceedance of groundwater standards at or
beyond the compliance boundary is subject to remediation action according to 15A NCAC 02L
.0106(d)(2) as well as enforcement actions in accordance with North Carolina General Statute 143-
215.6A through 143-215.6C.
The Permittee shall apply for a permit modification prior to any sale or transfer of property that
affects a compliance boundary to establish a new compliance boundary.
8. In accordance with 15A NCAC 02L .0107(d), no wells, other than monitoring wells, shall be
constructed within the compliance boundary except as provided by 15A NCAC 02L .0107(g).
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M1 F
I
9. The facilities permitted herein must be constructed according to the following setbacks:
a. The setbacks for Irrigation sites shall be as follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 100
ii.
Any habitable residence or place of public assembly owned by the permittee:
15
iii.
Any private or public water supply source:
100
iv.
Surface waters:
100
v.
Groundwater lowering ditches:
100
vi.
Surface water diversions:
25
vii.
Any well with exception of monitoring wells:
100
viii.Any
property line (per 15A NCAC 02T .0506(c)):
0
ix.
Top of slope of embankments or cuts of two feet or more in vertical height:
15
x.
Any water line from a disposal system:
10
xi.
Subsurface groundwater lowering drainage systems:
100
xii.
Any swimming pool:
100
xiii.Public
right of way:
50
xiv.
Nitrification field:
20
xv.
Any building foundation or basement:
15
b. The setbacks for Treatment and storage units shall be as follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 100
ii. Any private or public water supply source: 100
iii. Surface waters: 50
iv. Any well with exception of monitoring wells: 100
v. Any property line: 50
9. The Operational Agreement (Attached) between the Permittee and the Environmental Management
Commission is incorporated herein by reference and shall be a condition of this permit.
Noncompliance with the terms of the Operational Agreement shall subject the Permittee to all
sanctions provided by North Carolina General Statutes §143-215.6A to §143-215.6C for violation of
or failure to act in accordance with the terms and conditions of this permit.
10. The disposal system shall be connected to a rain or moisture sensor that shall indicate when
wastewater application is not appropriate in accordance with Condition M. 4. and III. 5. of this
permit.
III. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times. The facilities shall be effectively
maintained and operated as a non -discharge system to prevent the discharge of any wastewater
resulting from the operation of this facility. The Permittee shall maintain an Operation and
Maintenance Plan pursuant to 15A NCAC 02T .0507 including operational functions, maintenance
schedules, safety measures, and a spill response plan.
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2. Upon classification of the wastewater teatment and irrigation facilities by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), the Permittee shall designate and
employ a certified operator to be in responsible charge (ORC) and one or more certified operator(s) to
be back-up ORC(s) of the facilities in accordance with 15A NCAC 08G .0200. The ORC shall visit
the facilities in accordance with 15A NCAC 08G .0200 or as specified in this permit and shall comply
with all other conditions specified in these rules.
3. A suitable year round vegetative cover shall be maintained such that crop health is optimized, allows
for even distribution of effluent, and allows inspection of the irrigation system.
4. Adequate measures shall be taken to prevent wastewater ponding or runoff from the irrigation field.
5. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause ponding or runoff.
6. All waste application equipment must be tested and calibrated at least once per year. Records of the
calibration must be maintained for five years.
7. No type of wastewater other than that from Millstone Inn and Condominium Development shall be
irrigated onto the irrigation area.
8. An automatically activated standby power source shall be on site and operational at all times capable
of powering all essential treatment units. If a generator is employed as an alternate power supply, it
shall be tested weekly by interrupting the primary power source.
9. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
10. Public access to the land application sites shall be controlled. Such controls may include posting of
signs around the irrigation area(s) to warn the public about the disposal of treated wastewater.
11. The residuals generated from these treatment facilities must be disposed / utilized in accordance with
15A NCAC 02T .1100. The Permittee shall maintain a residual management plan pursuant to 15A
NCAC 02T.0508.
12. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
IV. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed
necessary by the Division to ensure surface and ground water protection will be established and an
acceptable sampling reporting schedule shall be followed.
2. All laboratory analyses for effluent, ground waters, or surface waters shall be made by a laboratory
certified by the Division for the required parameter(s) under 15A NCAC 02H .0800.
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3. Flow through the treatment facility shall be gt>ntinugnsly monitored and daily flow values shall be
reported on Form NDMR.
The Permittee shall install and maintain an appropriate flow measurement device consistent with
approved engineering and scientific practices to ensure the accuracy and reliability of flow
measurement. Flow measurement devices selected shall be capable of measuring flows with a
maximum deviation of less than 10 percent from true flow, accurately calibrated at a minimum of
once per year, and maintained to ensure that the accuracy of the measurements is consistent with the
accepted capability of that type of device. The Permittee shall keep records of flow measurement
device calibration on file for a period of at least three years. At a minimum, data to be included in
this documentation shall be:
a. Date of flow measurement device calibration,
b. Name of person performing calibration, and
c. Percent from true flow.
4. The wastewater treatment facility effluent and the surface water monitoring locations shall be
monitored by the Permittee at the frequency(ies) and location(s) for the parameter(s) specified in
Attachment A. Surface water monitoring locations are specified on Figure 2 — Monitoring locations.
5. The Permittee tracking the amount of wastewater disposed shall maintain adequate records. These
records shall include, but are not necessarily limited to, the following information:
a. Date of irrigation,
b. Volume of wastewater irrigated,
c. Field irrigated,
d. Length of time field is irrigated,
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each field,
f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B for each field,
g. Weather conditions, and
h. Maintenance of cover crops.
Monitor wells MW -I through MW -6 shall be sampled after construction and within 3 months prior to
initiating waste disposal operations. Monitor wells shall be sampled thereafter at the frequencies and
for the parameters specified in Attachment C. All mappine, well construction forms, well
abandonment forms, and monitoring data shall refer to the permit number and the well nomenclature
as provided in Attachment C and Figure 2 — Monitoring Locations.
For the initial sampling of the well as specified elsewhere in the permit, the permittee shall submit a
copy of the GW -1 Form (Well Construction Record) that lists this permit number and the appropriate
monitoring well identification number with the Compliance Monitoring Form (GW -59) for that well.
Initial Compliance Monitoring Forms that do not include copies of the GW -1 form are incomplete
and may be returned to the permittee without being processed.
8. Two (2) copies of the results of the sampling and analysis must be received on Form GW -59
(Groundwater Quality Monitoring: Compliance Report Form), along with attached copies of
laboratory analyses, by the Division of Water Quality, Information Processing Unit, 1617 Mail
Service Center, Raleigh, North Carolina 27699-1617 on or before the last working day of the month
following the sampling month. Form GW -59 shall include the number of this permit and the
appropriate well identification number. One Form GW -59a certification form shall be provided for
each set of sampling results submitted.
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V
9. Three (3) copies of all monitoring data [as specified in Conditions IV. 3. and IV. 4.] on Form NDMR
for each PPI and three (3) copies of all op6ration-and disposal records [as specified in Conditions IV.
5 and IV. 6.] on Form NDAR-I for every field shall be submitted on or before the last day of the
following month. If no activities occurred'during the monitoring month, monitoring reports are still
required documenting the absence of the activity. All information shall be submitted to the following
address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
10. An annual representative soils analysis (Standard Soil Fertility Analysis) shall be conducted on each
irrigation field and the results maintained on file by the Permittee for a minimum of five years. The
Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the following
parameters:
Acidity
Manganese Potassium
Calcium
Percent Humic Matter Sodium
Copper
pH Zinc
Magnesium
Base Saturation calculation Phosphorus
Cation Exch an e Capacity
Exchangeable Sodium Percentage
11. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number (828)
296-4500, as soon as possible, but in no case more than 24 hours or on the next working day
following the occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the wastewater treatment facility which results in the treatment of significant
amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the
contents of a sludge digester; the known passage of a slug of hazardous substance through the
facility; or any other unusual circumstances including ponding in the irrigation field or runoff
from the irrigation fields.
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 disposal system resulting in a by-pass directly to receiving waters.
d. Any time that self-monitoring information indicates that the facility has gone out of compliance
with its permit limitations including, but not limited to, freeboard measurements, effluent
limitations, exceedances of groundwater standards, or overloading of any field.
For any emergency that requires immediate reporting (e.g., discharges to surface waters, imminent
failure of a storage structure, etc.) outside normal business hours must be reported to the Division's
Emergency Response personnel at telephone number [phone], [phone], or (919) 733-
3300. Persons reporting such occurrences by telephone shall also file a written report in letter form
within five (5) days following first knowledge of the occurrence. This report must outline the actions
taken or proposed to be taken to ensure that the problem does not recur.
1. Adequate inspection and maintenance shall be provided by the Permittee to ensure proper operation
of the subject facilities.
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F 1 1
2. The Permittee or his designee shall inspect the, wasteTater treatment and disposal facilities to prevent
malfunctions and deterioration, operator errors and discharges which may cause or lead to the release
of wastes to the environment, a threat to human health, or a nuisance. The Permittee shall keep an
inspection log or summary including at least the date and time of inspection, observations made, and
any maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections shall
be maintained by the Permittee for a period of five years from the date of the inspection and shall be
made available upon request to the Division or other permitting authority.
Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the disposal site or
facility at any reasonable time for the purpose of determining compliance with this permit; may
inspect or copy any records that must be maintained under the terms and conditions of this permit,
and may obtain samples of groundwater, surface water, or leachate.
VI. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
2. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
3. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data. No variances to applicable rules governing the construction
and / or operation of the permitted facilities are granted unless specifically requested and granted in
this permit.
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other government agencies (local, state,
and federal) that have jurisdiction. Of particular concern to the Division are applicable river buffer
rules in 15A NCAC 02B .0200, erosion and sedimentation control requirements in 15A NCAC
Chapter 4 and under the Division's General Permit NCGO10000, and any requirements pertaining to
wetlands under 15A NCAC 02B .0200 and 02H.0500.
5. In the event there is a desire for the facilities to change ownership, or there is a name change of the
Permittee, a formal permit request must be submitted to the Division on official Division form(s),
documentation from the parties involved, and other supporting materials as may be appropriate. The
approval of this request will be considered on its merits and may or may not be approved. The
Permittee of record shall remain fully responsible for compliance until a permit is issued to the new
owner.
6. The Permittee shall retain a set of approved plans and specifications for the life of the facilities
permitted herein.
The Permittee shall maintain this permit until all permitted facilities herein are properly closed or
permitted under another permit issued by the appropriate permitting authority.
8. The Permittee must pay the annual fee within thirty (30) days after being billed by the Division.
Failure to pay the fee accordingly may cause the Division to initiate action to revoke this permit
pursuant to 15A NCAC 02T .0105(e).
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Permit issued this the 31st day of December, 2,007
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
uvi.
oleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number W00032352
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Permit No. WQ0032352
December 31, 2007
ENGINEER'S CERTIFICATION
Partial Final
I, , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project,
Name
Location and County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of this permit, the approved plans and specifications, and other supporting
materials.
Signature
Date
Registration No.
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ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
Millstone Inn and Condominium Development
PPI 001— VrNn Effluent
Permit Number: W00032352 Version: 1.0
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthly Average'
Weekly Average
Daily Maximum
Measurement
Frequency
Sample
Type
Flow — in conduit or thm treatment plant - 50050
16,400
GPD
Continuous
Recorder
BOD, 5 -Day (20 Deg. C) - 00310
10
mg/l
15
mg/l
2 X month
Grab
Solids, Total Suspended - 00530
5
mg/l
10
mg/1
2 X month
Grab
Nitrogen, Ammonia Total (as N) - 00610
4
mg/l
6
mg/l
2 X month
Grab
Nitrogen, Nitrate Total (as N) - 00620
10
mg/l
2 X month
Grab
Coliform, Fecal MF, M -FC Broth, 44.5 C — 31616 (geo. mean)
14b
#/100 ml
25
#/100 ml
2 X month
Grab _-
Solids, Total Dissolved— 180 Deg. C - 70300
500
mg/l
3 X year`
- Grab
Chloride (as Cl) - 00940
250
mg/l
3 X year`
Grab
Nitrogen, Total (as N) - 00600
15
mg/l
2 X month
Grab
Phosphorus, Total (as P) - 00665
4
mg/l
2 X month
Grab
Turbidity, HCH Turbidimeter - 00076
10
mu
Continuous
Continuous
pH' - 00400
6.5-8.5
s.u.
Daily - weekdays
Grab
Monthly averages for all but fecal coliform shall be the arithmetic mean of all samples collected during the reporting period.
b Monthly average for fecal coliform shall be the geometric mean of all samples collected during the reporting period.
`Daily maximum shall be the maximum value of all samples collected during the reporting period.
dThe effluent pH shall not be less than 6.5 standard units nor greater than 8.5 standard units.
`3 X year sampling shall be conducted in the same months as the groundwater monitoring well sampling (March, July, and November).
W00032352 Version 1.0 Attachment A Page 1 of 2
r.�

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
Millstone Inn and Condominium Development
Permit Number: WQ0032352 Version: 1.0
SW -1— Surface Water Monitoring Point 1` (Spring Head) and SW -2 — Surface Water Monitoring Point 2` (Silver Slip Falls Lake)
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
-
Monthly Average'
- Weekly Average
Daily Maximum`
Measurement
Frequency
Sample
Type
Nitrogen, Total (as N) - 00600
3 X year"
Grab
Phosphorus, Total (as P) - 00665
3 X yearb
Grab
'Monthly averages shall be the arithmetic mean of all samples collected during the reporting period.
b3 X year sampling shall be conducted in the same months as the groundwater monitoring well sampling (March, July, and November).
`Surface water monitoring points are shown in Figure 2 — Monitoring Locations.
WQ0032352 Version 1.0 Attachment A Page 2 of 2

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
Millstone Inn and Condominium Development
Permit Number: W00032352 Version: 1.0
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Field/
Basin
Owner
County
Latitude
Longitude
Net
Acreage
DominantRate
Soil Series
Parameter
(in/hr)
Yearly
Max
(in/yr)
1
AIG Baker Cashiers, LLC
Jackson
35006'24"
83006'60"
0.34
Pigeomoost
01284 - Application Surface Irrigation
0.30
104
2
AIG Baker Cashiers, LLC
Jackson
35006'24"
83006'59"
0.30
Pigeomoost
01284 - Application Surface Irrigation
0.30
104
3
AIG Baker Cashiers, LLC
Jackson
35006'23"
83006'59"
0.36
Pigeomoost
01284 - Application Surface Irrigation
0.30
104
4
AIG Baker Cashiers, LLC
Jackson
35006'25"
83006'59"
0.35
Pigeomoost
01284 - Application Surface Irrigation
0.30
104
5
AIG Baker Cashiers, LLC
Jackson
35006'27"
83006'59"
0.40
Pigeonroost
01284 - Application Surface Irrigation
0.30
104
6
AIG Baker Cashiers, LLC
Jackson
35°06'28"
83006'59"
0.36
Pigeomoost
01284 - Application Surface Irrigation
0.30
104
Total
2.11
WQ0032352 Version 1.0 Attachment Page 1 oft

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W00032352 Version 1.0 Attachment B Page 2 of 2

ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS
Millstone Inn and Condominium Development
Monitoring wells': MW -1, MW -2, MW -3, MW -4, MW -5, MW -6
Permit Number: WQ0032352 Version: 1.0
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
Parameter Description -Parameter Code
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
Water level, distance from measuring point - 82546
3 X Year
_ Calculated
a, b, c
PH -00400
6.5 s.u.
8.5 s.u.
3 X Year
Grab
a, b
Coliform, Fecal MF, M -FC Broth, 44.5C - 31616
3 X Year
Grab
a
Solids, Total Dissolved —180 Deg C - 70300
500 mg/1
3 X Year
Grab
a
Carbon, Tot Organic (TOC) - 00680
3 X Year
Grab
a, f
Chloride (as Cl) - 00940
250 mg/I
3 X Year
Grab
a
Nitrogen, Ammonia Total (as N) - 00610
3 X Year
Grab
a
Nitrogen, Nitrate Total (as N) - 00620
10 mg/I
3 X Year
Grab
a - -
Phosphorus, Total (as P) - 00665
3 X Year
Grab
a
Volatile Compunds, (GC/MS) - 78732
Anally
Grab
a, d, e.
a. 3 X year monitoring shall be conducted in March, July & November; Annual monitoring shall be concluctec every November.
b. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement
of pH shall be made after purging and prior to sampling for the remaining parameters.
c. The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the measuring point for each monitoring well. The measuring points (top
of casing) of all monitoring wells shall be surveyed relative to a common datum
d. Volatile Organic Compounds (VOC) - In November only, analyze by one of the following methods:
I. Standard Method 6230D, PQL at 0.5 pg/L or less
2. Standard Method 62 IOD, PQL at 0.5 pg/L or less
3. EPA Method 8021, Low Concentration, PQL at 0.5 pg/L or less
4. EPA Method 8260, Low Concentration, PQL at 0.5 pg/L or less
5. Another method with prior approval by the Aquifer Protection Section Chief
Any method used must meet the following qualifications:
a. A laboratory must be DWQ certified to run any method used.
b. The method used must, at a minimum, include all the constituents listed in Table VIII of Standard Method 6230D.
c. The method used must provide a PQL of 0.5 gg/L or less that must be supported by laboratory proficiency studies as required by the DWQ Laboratory Certification Unit. Any constituents
detected above the MDL but below the PQL of 0.5 pg/L must be qualified (estimated) and reported.
e. If any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C, then the Asheville Regional Office Aquifer Protection Supervisor, telephone
number [phone], must be contacted immediately for further instructions regarding any additional follow-up analyses required.
WO0032352 Version 1.0 Attachment C Page I of 2
.......a

If TOC concentrations greater than 10 mg/1 are detected in any downgmdient monitoring well, additional sampling and analysis must be conducted to identify the individual constituents
comprising this TOC concentration. If the TOC concentration as measured in the background monitor well exceeds 10 mg/l, this concentration will be taken to represent the naturally occurring
TOC concentration. Any exceedances of this naturally occurring TOC concentration in the downgradient wells shall be subject to the additional sampling and analysis as described above.
g. Monitoring wells shall be reported consistent with the nomenclature and location information provided in Figure 2 — Monitoring Locations and this attachment.
c m
1.n
W00032352 Version 1.0 Attachment C Page 2 of 2

STATE OF NORTH CAROLINA
COUNTY OF TA cr son1 Permit No, GJ4 Ob 32 3S Z
OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this 13th day of
November by and between the North Carolina Environmental Management Commission, an
agency of the State of North Carolina, hereinafter known as the COMMISSION; and AIG Baker Cashiers,
LLC , a corporation/general partnership registered/licensed to do business in the State of North
Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Jackson County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Millstone Inn and Condominiums (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System). to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the Millstone Homeowners Association (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, reconstructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Quality has inspected and approved of the facilities. In order to change the name of
the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPEWs successor.
Vnus,r. nn-,in4 m pacer 1 nf'?

4. The DEVELOPER shall provide in the Declarat.on and,Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element, which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
fust having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WrINESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL -A %G S L. .G
MANAGEMENT COMMISSION N e EVEL PFR ;rep sou pINF cwr6c pa m.
B C
Coleen H. Sullins, Director (Signature)
Division of Water Quality
RVEk A. BRIGER 1 �RL;s1uE�T
Print Name and Title
(Date)
%1`1310"1
(Date)
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DEVELOPMENT NOI
MILLSTONE INN AND CONDOMINIUM DEVELOPMENT IS A DETACHED'IZONND?M INIUM STYLE DE PNI WHICH
REQUIRES NO SUBDIVISION OF LAND, ONLY INDMDUAL BUILDINGS ARE BEING SOLD. ALL WASTEWATER
TREATMENT AND DISPOSAL COMPONENTS ARE LOCATED ON PROPERTY OWNED CURRENTLY BY AIG BAKER
CASHIERS, LI ALL W WTP COMPONENTS ARE LOCATED ON COMMON ELEMENT AREAS (AS OPPOSW M LIMTIED
USE AREAS). THE WASTEWATERTREATMENT AND THE IRRIGATION DISPOSAL SYSTEM WILL BE OWNED BYMG
BAKER CASHIERS, LLC, WHICH WILL CONTRACT THE SYSTEM OPERATION WITH A LICENSED OPERATOR.
1. DEAGN FLOW C LCU ADONS;
EUSTING INN (7 BED/ 50 SEAT RESTAII =2,840 WD.
1 BEDROOM RENTWS (6 EACH) = 730 GRID. '
LOWER 7OWNHOMES(14 EACH/2S BEC)* -4,200 GPD.
UPPER CONDO UNITS (24 EAOH( 2.5 BW)" - 7,200 GPD
COTTAGE UNITS 74 EAOU 3 PED1 = 1440 GPD
TOTAL 16,400 GPD.
=ASSUME EVEN SPLIT OF 2 BEDROOM AND 3 BEDROOM CONDOS AND TOWN HOMES.
2. DESIGN BASED ON IRRIGATION RATE OF 2.00 INCHES PER WEEK (0.1205 GPD/FIe).
SATURATED HYDRAULIC CONOUCIIVTIY AND OTHER SOIL DATA FROM KENDALLO ASSOCIATES.
3. IRRIGATION AREA NEEDED .16,400 GPD/0.1785 - 91,876 FTv (2.109 ACRES). THE IRRIGATION APER IS DMOED
INTO 6 ZONES WITH ATOTAL WETTED AREA OF 91.876 PTA (2.109 ACRES).
KEYNOTES:
OPER ISA NCAC 02L OI08 AND ISA NCAC OZT.0506(q THE REVIEW BOUNDARY
HAS BEEN ESTA8Li5H W AS THE IRRIGATION AREA BOUNDARY.
OPER ISA MCAC 02L 0107 AND ISA NCAC OZT.0506 (C) THE COMPLIANCE
BOUNDARY HAS SEEN ESTABUSHW AS THE IRRIGATION AREA BOUNDARY.
'(3_J TREATMENT AND DOSING FACILITY.
4 is - DAY WET WEATHER STORAGE TANK,
O
PROPOSED COMMUNITY WATER SUPPLY WELL UNDER CONSTRUCTION.
LOCATION HAS BEEN SURVEYED.
© EXISTING COMMUNITY WATER SUPPLY WELL.
7 EXISTING STREAM.
V DaSTING LAKE.
OPROPOSED 1,600 GAL GREASE TRAP TO RECEIVE ALL WASTES ASSOCIATED
9 WITHFOODSERVICE. GRAYWATERONLY. SEE DFTPIL65NEET EA.
CAPACITY DETERMINED IN ACCORDANCE WITH ISA NCAC M .1955(k):
LC=D x GL x ST x HI x lF=50 x 25 x M x 12/2 x 0.8=1,500 gal
WHERE LC = GREASE TRAP LIQUID CAPACITY (GALLONS)
I - NUMBER OF SEATS IN DINING AREA
GE - GALLONS OF WASTEWATER PER MEAL
ST - STORAGE CAPACITY FACTOR (2.5)
HR - NUMBER OF HOURS OPEN
LF = LOADING FACTOR
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017
DEVELOPMENT NOI
MILLSTONE INN AND CONDOMINIUM DEVELOPMENT IS A DETACHED'IZONND?M INIUM STYLE DE PNI WHICH
REQUIRES NO SUBDIVISION OF LAND, ONLY INDMDUAL BUILDINGS ARE BEING SOLD. ALL WASTEWATER
TREATMENT AND DISPOSAL COMPONENTS ARE LOCATED ON PROPERTY OWNED CURRENTLY BY AIG BAKER
CASHIERS, LI ALL W WTP COMPONENTS ARE LOCATED ON COMMON ELEMENT AREAS (AS OPPOSW M LIMTIED
USE AREAS). THE WASTEWATERTREATMENT AND THE IRRIGATION DISPOSAL SYSTEM WILL BE OWNED BYMG
BAKER CASHIERS, LLC, WHICH WILL CONTRACT THE SYSTEM OPERATION WITH A LICENSED OPERATOR.
1. DEAGN FLOW C LCU ADONS;
EUSTING INN (7 BED/ 50 SEAT RESTAII =2,840 WD.
1 BEDROOM RENTWS (6 EACH) = 730 GRID. '
LOWER 7OWNHOMES(14 EACH/2S BEC)* -4,200 GPD.
UPPER CONDO UNITS (24 EAOH( 2.5 BW)" - 7,200 GPD
COTTAGE UNITS 74 EAOU 3 PED1 = 1440 GPD
TOTAL 16,400 GPD.
=ASSUME EVEN SPLIT OF 2 BEDROOM AND 3 BEDROOM CONDOS AND TOWN HOMES.
2. DESIGN BASED ON IRRIGATION RATE OF 2.00 INCHES PER WEEK (0.1205 GPD/FIe).
SATURATED HYDRAULIC CONOUCIIVTIY AND OTHER SOIL DATA FROM KENDALLO ASSOCIATES.
3. IRRIGATION AREA NEEDED .16,400 GPD/0.1785 - 91,876 FTv (2.109 ACRES). THE IRRIGATION APER IS DMOED
INTO 6 ZONES WITH ATOTAL WETTED AREA OF 91.876 PTA (2.109 ACRES).
KEYNOTES:
OPER ISA NCAC 02L OI08 AND ISA NCAC OZT.0506(q THE REVIEW BOUNDARY
HAS BEEN ESTA8Li5H W AS THE IRRIGATION AREA BOUNDARY.
OPER ISA MCAC 02L 0107 AND ISA NCAC OZT.0506 (C) THE COMPLIANCE
BOUNDARY HAS SEEN ESTABUSHW AS THE IRRIGATION AREA BOUNDARY.
'(3_J TREATMENT AND DOSING FACILITY.
4 is - DAY WET WEATHER STORAGE TANK,
O
PROPOSED COMMUNITY WATER SUPPLY WELL UNDER CONSTRUCTION.
LOCATION HAS BEEN SURVEYED.
© EXISTING COMMUNITY WATER SUPPLY WELL.
7 EXISTING STREAM.
V DaSTING LAKE.
OPROPOSED 1,600 GAL GREASE TRAP TO RECEIVE ALL WASTES ASSOCIATED
9 WITHFOODSERVICE. GRAYWATERONLY. SEE DFTPIL65NEET EA.
CAPACITY DETERMINED IN ACCORDANCE WITH ISA NCAC M .1955(k):
LC=D x GL x ST x HI x lF=50 x 25 x M x 12/2 x 0.8=1,500 gal
WHERE LC = GREASE TRAP LIQUID CAPACITY (GALLONS)
I - NUMBER OF SEATS IN DINING AREA
GE - GALLONS OF WASTEWATER PER MEAL
ST - STORAGE CAPACITY FACTOR (2.5)
HR - NUMBER OF HOURS OPEN
LF = LOADING FACTOR
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IGH
'
TO MEET RECLAIMED WASTEWATER EFNUENT STNNDARI THEREFORE THE
C
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SYSTEM UTILIZES THE PROPERTY LINE SETBACK IN ISA NCAC 025.0912.
W
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SPEOMCAIIY, THE SETBACKS UILDED ARE AS FOLLOWS:
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