WQ0029346_Final Permit_20070914

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
p oleen ctor
DivisiH.5ul ate Quality
Division of water Quality
September 14, 2007
H. DOUGLAS MILLER — SENIOR VICE PRESIDENT
Gi N-LA LAUREL CREEK LTD,, LLLP
3 89 LITTLE LAUREL ROAD EXTENSION
BooNE, NORTH CAROLINA 28607
Subject: Permit No. WQ0029346
Laurel Creek — Phase I
Wastewater Treatment, Irrigation
& Non -Conjunctive Reclaimed
Water Utilization System
Watauga and Wilkes Counties
Dear Mr. Miller:
In accordance with your modification request received August 9, 2007, and subsequent additional
information received September 6, 2007, we are forwarding herewith Permit No. WQ0029346, dated
September 14, 2007, to Ginn -LA Laurel Creek Ltd., LLLP for the construction and operation of the
subject wastewater treatment, irrigation and non -conjunctive reclaimed water utilization facilities. This
modification request is for the replacement of the previously permitted housed Membrane Bioreactor
(MBR) process with a differently structurally sized and configured MBR process with anoxic and aerobic
treatment. In addition, the proposed treatment facility has been relocated to the southeast corner of the
property, and an additional 12.87 acres of drip irrigation area has been provided, thus allowing an annual
loading rate reduction on the previously permitted golf course irrigation fields.
Please note this permit contains conditions specific to this facility. Condition 1.1. requires the
Permittee to submit documentation demonstrating they are the rightful property owner of the wastewater
treatment plant site and Irrigation Field D, prior to construction and operation of the said facilities. In
addition, Condition 1.2. requires the Permittee to have a licensed soil scientist perform follow up soil
evaluations on the proposed golf course and portions of Field D.
This permit shall be effective from the date of issuance until October 31, 2010, shall void Permit
No. WQ0029346 issued September 21, 2006, 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. Please note that the Division has adopted the Subchapter 2T rules,
a new monitoring policy and permit shell since the previous permit issuance. Therefore, several effluent
parameters and their monitoring frequencies may have changed, as well as some standard permit
conditions.
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.
NorthCarolina
,�FlttlCQ�Ilf
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 'Telephone : (9I9) 733-3221
Internet: www.nowatergualiiy.org Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2; [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/l 0% Post Consumer Paper Customer Service: [phone]

One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Nathaniel Thornburg at [phone] or
[e-mail].
Sincerely,
t oleen . Sullins
cc: Watauga County Health Department
Wilkes County Health Department
Winston-Salem Regional Office, Aquifer Protection Section
Douglas Chapman, PE — McGill Associates
Technical Assistance and Certification Unit
APS Central Files
LAU Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER TREATMENT, IRRIGATION AND NON -CONJUNCTIVE RECLAIMED
WATER UTILIZATION 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
Ginn -LA Laurel Creek Ltd., LLLP
Watauga County and Wilkes County
FOR THE
construction and operation of a 400,000 gallon per day (GPD) rated wastewater treatment plant consisting
of: a mechanically cleaned spiral screen; a backup manually cleaned bar screen with 1-inch spacings; two
(2) 59,250 gallon aerated flow equalization basins with coarse bubble tube diffusers and five (5) 111
gallon per minute (GPM) submersible 3 horsepower (hp) pumps; five (5) magnetic flow meters; five (5)
packaged membrane bioreactor (MBR) units EACH with: a rotary drum fine screen with 2 millimeter
(mm) openings, a 14,538 gallon anoxic basin with a submersible 1 hp mixer, a 27,974 gallon aerobic
basin, a 3,100 gallon membrane basin with 20 membrane cassettes, a 278 GPM centrifugal recirculation
pump, a 482 GPM centrifugal mixed liquor pump, a 133 GPM filtrate pump, a 280 cubic feet per minute
(CFM) positive displacement aeration blower, a 260"CFM positive displacement membrane blower, and a
turbidimeter; a 2,000 gallon NaOH storage tank with two (2) 13 GPM diaphragm pumps; a 1,000 gallon
NaOCI storage tank with two (2) 0.1 GPM diaphragm pumps; two (2) 59,250 gallon aerated sludge
holding basins with a 180 GPM submersible sludge hauling pump; a 17,500 gallon chlorine contact basin
with a turbidimeter and a ultrasonic flowmeter; three (3) 480 CFM positive displacement blowers serving
the flow equalization and sludge holding basins; a composite sampler; an auxiliary standby generator; and
the
construction and operation of a non -conjunctive reclaimed water utilization and wastewater irrigation
system consisting of: an effluent pump station with two (2) vertical turbine effluent pumps, two (2) 75
GPM vertical turbine pumps serving drip field D and two (2) 30 GPM centrifugal pumps; an intermediate
effluent pump station with two (2) 700 GPM vertical turbine pumps; a transfer pump station with two (2)
700 GPM vertical turbine pumps; a second transfer pump station with two (2) 100 GPM vertical turbine
pumps; a reject pump station with two (2) 600 GPM submersible pumps; two (2) 1 million gallon 5-day
covered upset storage tanks; a 12 million gallon synthetically lined wet weather storage pond; 140.63
acres of golf course non -conjunctive reclaimed utilization; 16.15 acres of non -conjunctive reclaimed
utilization on Field A; 5.8, acres of non -conjunctive reclaimed utilization on Field B; 16.85 acres of non -
conjunctive reclaimed utilization on Field C; and 12.87 acres of wastewater irrigation on Field D;
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to serve: 3,250 bedrooms from 796 single family residences and 321 condominiums; 100 facility
employees; 120 restaurant seats; 7,000 square feet (ftZ) of retail shopping; and a golf pro shop at Laurel
Creek — Phase I, with no discharge of wastes to the surfacd waters, pursuant to the application received
August 9, 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 October 31, 2010, shall void Permit
No. WQ0029346 issued September 21, 2006, and shall be subject to the following specified conditions
and limitations:
1. SCHEDULES
1. Prior to construction and operation of the subject wastewater treatment facilities and the irrigation
zones in Field D, the Permittee shall submit documentation to the Aquifer Protection Section's
Central Office demonstrating that the Permittee owns the approximately 28.6 acre parcel (Parcel
Number 0700612) currently owned by Austin Outdoor, LLC.
2. Upon completion of site grading and shaping and prior to the application of treated wastewater, a
licensed soil scientist or licensed hydrogeologist shall conduct an amended site evaluation, and an
amended site evaluation report shall be submitted to the Division of Water Quality. This report shall
specifically address, but not be limited to, the effects of grading/construction upon the original site
evaluation. The evaluation should include an investigation of key areas of grading,, including soil
features such as depth to seasonal high water table, hydraulic conductivity, soil series and the
appropriateness of previous irrigation design loadings for the newly constructed golf course
utilization fields and the area of the old road bed in Zones D-2A, D-2B, D-3A, D-3B, and D-4A.
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 permit, the approved plans and specifications, and other
supporting materials including the location of all monitoring wells as applicable, If this project is to
be completed in phases and p__artially 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.
4. The Winston-Salem 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.
5. Monitoring wells CW-I, CW-2, CW-3, CW-4, CW-5, CW-6 and CW-7 shall be approved by the
Winston-Salem 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 1. See also well construction form
submittal requirements in Section IV. of this permit.
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6. Within sixty (60) days of completion of the 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 shall 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 reaps 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 permattee is responsible for the
geographic accuracy of any crap submitted, however produced.
7. 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.
II. PERFORMANCE STANDARDS
The surface irrigation and non -conjunctive reclaimed utilization 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 and/or
utilization areas 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.
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.
Application rate(s), whether hydraulic, nutrient, or other pollutant shall not exceed those specified in
Attachment B.
6. The COMPLIANCE and REVIEW BOUNDARIES for the drip irrigation disposal system (Fields D-
1A through D-8B) is 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.
7. The compliance and review boundaries for the non -conjunctive reclaimed utilization system (Fields
A-1 through A-34, B-1 through B-12, C-1 through C-32, and the 18 golf course zones and driving
range) are established at the property boundary. Any exceedance of standards at the Compliance or
Review Boundary shall require action in accordance with 15A NCAC 02L .0106.
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8. 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.
9. 1n 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).
10. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure that any landowner
who owns land within the compliance boundary, but who is not the permittee, shall execute and file
with the Register of Deeds in the county in which the land is located an easement running with the
land that contains the following items:
a. A notice of the permit and number or other description as allowed in 15A NCAC 02L .0107(f)(1);
b. Prohibits construction and operation of water supply wells within the compliance boundary; and
c. Reserves the right of the permittee or the State to enter the property within the compliance
boundary for purposes related to the permit.
The Director may terminate the easement when its purpose has been fulfilled or is no longer needed.
11. The facilities permitted herein must be constructed according to the following setbacks:
a. The setbacks for wastewater irrigation system (Fields D-lA through D-813) 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. Top of slope of embankments or cuts of two feet or more in vertical height:
15
ix. Any water line from a disposal system:
10
x. Subsurface groundwater lowering drainage systems:
100
xi. Any swimming pool:
100
xii. Public right of way:
50
xiii.Nitrification field:
20
xiv. Any building foundation or basement:
15
b. The setbacks for non -conjunctive reclaimed utilization (Fields A-1 through A-34, B-1 through B-
12, C-1 through C-32, and the 18 golf course zones and driving range) shall be as follows (all
distances in feet):
i. Any private or public water supply source:
ii. Surface waters:
iii. Any well with exception of monitoring wells:
100
25
100
c. The setbacks for wastewater treatment and storage units shall be as follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership
ii. Any private or public water supply source:
iii. Surface waters:
iv. Any well with exception of monitoring wells:
v. Any property line:
100
100
50
100
50
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12.. The Operational Agreement (Attached) between the Permittee and the Environmental Management
a 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 Pernittee 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.
13. 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 III. 4. and III. 5. of this
Permit.
14. The following shall be requirements for the reclaimed water distribution, storage, and utilization
facilities:
a. All reclaimed water valves, storage facilities, and outlets shall be tagged or labeled to warn the
public or employees that the water is not intended for drinking. Where appropriate, such warning
shall inform the public or employees to avoid contact with the water.
b. All reclaimed water piping, valves, outlets, and other appurtenances shall be color -coded, taped,
or otherwise marked to identify the source of the water as being reclaimed water.
i. All reclaimed water piping and appurtenances shall be either colored purple (i.e., Pantone
522) and embossed or integrally stamped or marked "CAUTION: RECLAIMED WATER —
DO NOT DRINK" or be installed with a purple (i.e., Pantone 522) identification tape or
polyethylene vinyl wrap. The warning shall be stamped on opposite sides of the pipe and
repeated every three feet or less.
ii. Identification tape shall be at Ieast three inches wide and have white or black lettering on
purple (i.e., Pantone 522) field stating "CAUTION: RECLAIMED WATER — DO NOT
DRINK." Identification tape shall be installed on top of reclaimed water pipelines, fastened
at least every 10 feet to each pipe length and run continuously the entire length of the pipe.
c. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that permits
operation by authorized personnel only.
d. Above -ground hose bibs (i.e., spigots or other hand -operated connections) shall not be present.
Hose bibs shall be located in locked below -grade vaults that shall be clearly labeled as being of
non-poiable quality. As an alternative to the use of locked below -grade vaults with standard hose
bibs services, hose bibs, which can only be operated by a special tool or connected to a special
hose connection, may be placed in non -lockable underground services boxes clearly labeled as
nan-potable water.
15. The Permittee shall maintain an active cross -connection control program that shall have the following
minimum requirements:
a. No direct cross -connections shall be allowed between the reclaimed water and potable water
systems.
b. A reduced pressure principle backflow preventer, an approved air gap separation, or other device
approved by the Division of Environmental Health shall be installed at the potable water service
connection to the use area where both reclaimed water and potable water are supplied to a
reclaimed water use area. The installation of the reduced pressure principle backflow prevention
device shall allow proper testing.
c. An air gap separation, approved and regularly inspected by the Permittee shall be provided
between the potable water and reclaimed water systems where potable water is used to
supplement a reclaimed water system.
16. Reclaimed water distribution lines shall be located 10 feet horizontally from and 18 inches below any
water line where practicable. Where these separation distances cannot be met, the piping and integrity
testing procedures shall meet water main standards in accordance with 15A NCAC 18C.
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17. Reclaimed water distribution lines shall not be less than 100 feet from a well unless the piping arld
integrity testing procedures meet water main standards in accordance with 15A NCAC 18C, but no
case shall they be less than 25 feet from a private well or 50 feet from a public well.
18. Reclaimed water distribution lines shall meet the separation distances to sewer lines in accordance
with Rule .0305 of Subchapter 02T,
111. 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 and .0913 including operational functions,
maintenance schedules, safety measures, and a spill response plan.
2. Upon classification of the wastewater treatment, irrigation and non -conjunctive reclaimed utilization
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 and non -conjunctive
reclaimed utilization system.
4. Adequate measures shall be taken to prevent wastewater ponding or runoff from the irrigation fields
and non -conjunctive reclaimed utilization areas.
5. Irrigation and non -conjunctive reclaimed utilization 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 and non -conjunctive reclaimed utilization 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 Laurel Creek — Phase I shall be applied to the surface
irrigation areas and/or non -conjunctive reclaimed utilization areas.
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/utilization areas 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 the posting
of signs showing the activities being conducted at each site. A sign shall be posted in plain sight in
the clubhouse showing these activities.
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.
13. Freeboard in the wet weather storage pond shall not be less than two feet at any time.
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114. A waste -level gauge, to monitor waste levels in the wet weather storage pond, shall be provided. This
gauge shall have readily visible permanent markings indicating the maximum liquid level at the top of
the temporary liquid storage volume, minimum liquid level at the bottom of the temporary liquid
storage volume, and the lowest point on top of the dam elevations. Caution must be taken not to
damage the integrity of the liner when installing the gauge.
15. A protective vegetative cover shall be established and maintained on all earthen basin embankments
(outside toe of embankment to maximum allowable temporary storage elevation on the inside of the
embankment), berms, pipe runs, erosion control areas, and surface water diversions. Trees, shrubs,
and other woody vegetation shall not be allowed to grow on the earthen basin dikes or embankments.
Earthen basin embankment areas shall be kept mowed or otherwise controlled and accessible,
16. All wastewater shall be routed to the two 1,000,000 gallon 5-day holding tanks should the limit for
fecal coliform (daily maximum concentration of 25 per 100 ml) or turbidity (instantaneous maximum
of 10 NTU) be exceeded, until such time that the problems associated with the treatment capability of
the wastewater treatment plant have been corrected. The wastewater in the 5-day holding tanks shall
be pumped back to the treatment plant for re -treatment or treated in the 5-day tanks prior to discharge
to the storage tanks,
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.
3. Flow through the treatment facility shall be continuously 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 effluent from the subject facilities shall be monitored by the Permittee at the frequencies and
locations for the parameters specified in Attachment A.
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5. The Permittee tracking the amount of wastewater disposed/utilized shall maintain adequate records.
These records shall include, but are not necessarily limited to, the following information:
a. Date of irrigation/utilization,
b. Volume of wastewater irrigated/utilized,
c. Field irrigated/utilized,
d. Length of time field is irrigated/utilized,
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.
6. Freeboard (waste level to the lowest elevation on the top of the embankment) in the wet weather
storage pond shall be recorded weekly.
7. Monitor wells 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 mapping, well construction forms, well abandonment
foams, and monitoring data shall refer to the hermit number and the well nomenclature as provided in
Attachment C and Figure 1.
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.
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 forms shall be provided for
each set of sampling results submitted.
10. Three (3) copies of all monitoring data [as specified in Conditions N. 3. and 1V. 4.] on Form NDMR
for each PPI and three (3) copies of all operation and disposal records [as specified in Conditions 1V,
5 and IV. 6.] on Form NDAR-1 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. AlI information shall be submitted to the following
address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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11. A record shall be maintained of all residuals removed from this facility. This record shall include the
name of the hauler, permit authorizing the disposal or a letter from a municipality agreeing to accept
the residuals, date the residuals were hauled, and volume of residuals removed.
12. A maintenance log shall be maintained at this facility including but not limited to the following items:
a. Visual observations of the plant and plant site.
b. Record of preventative maintenance (changing of filters, adjusting belt tensions, alarm testing,
diffuser inspections and cleanings, etc.).
c. Date of calibration of flow measurement device.
d. Date and results of power interruption testing on alternate power supply.
13. An annual representative soils analysis (Standard Soil Fertility Analysis) shall be conducted on each
irrigation/utilization 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 (by calculation)
Phosphorus
Cation Exchange Capacity
Exchangeable Sodium Percentage
14. Noncompliance Notification:
The Permittee shall report by telephone to the Winston-Salem 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 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/utilization field or
runoff from the irrigation/utilization 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.
WQ0029346 Version 1.2 Shell Version 070531 Page 9 of 12

V. INSPECTIONS
1. Adequate inspection and maintenance shall be provided by the Permittee to ensure proper operation
of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent
malfunctions and deterioration, operator errors and discharges which may cause or lead to the release
of wastes to the environment, a threat to human health, or a nuisance. The Permittee shall keep an
inspection log or summary including at least the date and time of inspection, observations made, and
any maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections shall
be maintained by the Permittee for a period of five years from the date of the inspection and shall be
made available upon request to the Division or other permitting authority.
3. Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the disposal site or
facility at any reasonable time for the purpose of determining compliance with this permit; may
inspect or copy any records that must be maintained under the terms and conditions of this permit,
and may obtain samples of groundwater, surface water, or leachate.
VI. GENERAL CONDITIONS
1. 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 NCG010000, and any requirements pertaining to
wetlands under 15A NCAC 02B .0200 and 021-1.0500.
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.
7. 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.
WQ0029346 Version 1.2 Shell Version 070531 Page 10 of 12

$. The Permittee must pay the annual fee within thirty (30)
Failure to pay the fee accordingly may cause the Divisio
Permit issued this the 14`' day of September 2007
n
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
fiat teen ullinsI Director
Divisio of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0029346
WQ0029346 Version 1.2 Shell Version 070531 Page 11 of 12

Permit No. WQ0029346
September 14, 2007
ENGINEER'S CERT FICAT'ION
Partial Final
I, , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project,
Project Name
Location and County
for the Permittee hereby state that, to the best of any 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.
WQ0029346 Version 1.2 SheIl Version 070531 Page 12 of 12

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001— WWTP Effluent
Permit Number: WQ0029346 Version: 1.2
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthly Average a
Weekly Average
Daily Maximum
Measurement
Frequency
Sample
Type
BOD, 5-Day (20 Deg. C) — 00310
10
mg/1
15
mg/I
2 x week
Composite
Chloride (as Cl) — 00940
3 x year 1
Composite
Chlorine, Total Residual — 50060
Daily (5 x week)
Grab
Coliform, Fecal MF, M-FC Broth, 44.5C— 31616
14
#/100 H
25
#/100 ml
2 x week
Grab
Flow, in Conduit or thru Treatment Plant — 50050
400,000
gpd
Continuous
Recording
Nitrogen, Ammonia Total (as N) — 00610
4
mg/1
6
mg/l
2 x week
Composite
Nitrogen, Nitrate Total (as N) -- 00620
2 x week
Composite
Nitrogen, Total (as N) — 00600
2 x week
Composite
pH — 00400
6-9
s.u.
Daily (5 x week)
Grab
Phosphorus, Total (as P) — 00665
2 x week
Composite
Solids, Total Dissolved — 70300
3 x year'
Composite
Solids, Total Suspended — 00530
5
mg/l
10
m,g/1
2 x week
Composite
Turbidity, HCH Turbidimeter — 00076
10
ntu
Continuous
Recording
1. 3 x year: March, July and November
2. Monthly average for Fecal Coliform shall a geometric mean
WQ0029346 Version 1.2 Attachment A Page 1 of 2

THIS PAGE BLANK
WQ0025 Version 1.2 Attachment A ge 2 of 2

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS Permit Number: WQ0029346 Version: 1.2
Ginn -LA Laurel Creek Ltd., LLLP - Laurel Creek Phase I
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Field/
Basin
Owner
County
Latitude
Longitude
Net
Acrea a
Dominaut
Soil Series
Parameter
Rate
Yearly
Max
Units
A-1
Ginn -LA Laurel Creek Ltd_, LLLP
Watauga
36°08'42"
-81030'51"
0.51
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
A-2
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36°0843"
-81°30'48"
0.45
Chestnut
01284 -Application Surface Irrigation
0.21
29.07
inches
A-3
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'4I"
-81 °30'46"
0.39
Chestnut
01284 -Application Surface Irrigation
0.21
29.07
inches
A-4
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'42"
-81030146"
0.45
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
A-5
Ginn -LA Laurel Creek Ltd_, LLLP
Watauga
36008'43"
-81 030'45"
0.44
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
A-6
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'45"
-81030-45"
0.51
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
A-7
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36°08'40"
-81'30'40"
0.51
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
A-8
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'42"
-81030'42"
0.51
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
A-9
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36°08'42"
-81 °30'40"
0.50
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
A-10
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36°08'42"
-81°30'35"
0.51
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
A-11
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'40"
-81030'35"
0.45
Chestnut
01284-Application Surface Irrigation
0.21
29.07
inches
A-12
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
361108'41"
-81030432"
0.51
Chestnut
0 12 84 - Application Surface Irrigation
0.21
29.07
inches
A-13
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'38"
-81030'31"
0.51
Chestnut
01284 -Application Surface Irrigation
0.21
29.07
inches
A-14
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36°084I"
-81°30'31"
0.39
Chestnut
01284-Application Surface Irrigation
0.21
29.07
inches
A-15
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'40"
-81'30'29"
0.51
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
A-16
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36-08`39"
-81 °30'28"
0.51
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
A-17
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'38"
-81030'27"
0.51
Chestnut
01284 -Application Surface Irrigation
0.21
29.07
inches
A-18
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'42"
-81 °30'28"
0.51
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
A-19
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36°08'40"
-81030'26"
0.51
Chestnut
01284-Application Surface Irrigation
0.21
29.07
inches
A-20
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'39"
-81030124"
0.51
Chestnut
01284-Application Surface Irrigation
0.21
29.07
inches
A-21
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36°08'37"
-81°30'24"
0.50
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
A-22
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'37"
-81030'18"
0.49
Chestnut
01284-Application Surface Irrigation
0.2I
29.07
inches
A-23
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36°08'39"
-81030'19"
0.40
Chestnut
01284-Application Surface Irrigation
0.21
29.07
inches
A-24
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'39"
-81 °30'14"
0.50
Chestnut
01284 -Application Surface Irrigation
0.21
29.07
inches
WQ0029346 Version 1.2 Attachment B Page I of 6

A-25
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'38"
-81030'15"
0.39
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
A-26
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'38"
-8I030'12"
0.49
Chestnut
01284 -- Application Surface Irrigation
0.21
29.07
inches
A-27
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36108'36"
-81°30'12"
0.51
Chestnut
012 94 - Application Surface Irrigation
0.21
29.07
inches
A-28
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008135"
-8190' I3"
0.51
Chestnut
01284 -Application Surface Irrigation
021
29.07
inches
A-29
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'35"
-81030-09"
0.44
Chestnut
01284 -Application Surface Irrigation
0.21
29.07
inches
A-30
Ginn -LA Laurel Creek Ltd_, LLLP
Watauga
36'08'34"
-81°30'10"
0.48
Chestnut
01284 -Application Surface Irrigation
0.21
29.07
inches
A-31
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'33"
-81030'07"
0.44
Chestnut
01284 -Application Surface Irrigation
0.21
29.07
inches
A-32
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'34"
-81ON05"
0.51
Chestnut
01284-Application Surface Irrigation
0.21
29,07
inches
A-33
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'37"
-81030'09"
0.36
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
A-34
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'36"
-81030'05"
0.44
Chestnut
01284-Application Surface Irrigation
021
29.07
inches
B-1
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36°08'34"
-81 °30'39"
0.46
Chestnut
01284 -Application Surface Irrigation
0.21
29.07
inches
B-2
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'36"
-81 °30'37"
0.56
Chestnut
01284 -Application Surface Irrigation
0.21
29.07
inches
B-3
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'33"
-81 °30'33"
0.40
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
B-4
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36°08'34"
-81030'32"
0.44
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
B-5
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
3600890"
-81030'26"
0.32
Chestnut
01284 - Application Surface Irrigation
0.21
29,07
inches
B-6
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'30"
-81030-24"
0.41
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
B-7
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36°08'31"
-81 °3021"
0.54
Chestnut
01284 -Application Surface Irrigation
0.21
29.07
inches
B-8
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'30"
-81 °30'18"
0.53
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
B-9
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36"08'30"
-81 °30' 16"
0.54
Chestnut
01284 -- Application Surface Irrigation
0.21
29.07
inches
13-10
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'30"
-81030-14"
0.52
Chestnut
01284 -Application Surface Irrigation
0.21
29.07 1
inches
B-11
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'30"
-91030-12"
0.48
Chestnut
01284 - Application Surface Irrigation
0.21
2%07
inches
B-12
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'30"
-81 °30' 10"
0.60
Chestnut
0 12 84 - Application Surface Irrigation
021
29.07
inches
CA
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36'08'29"
-81 °31'01"
0.50
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
C-2
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36108'28"
-81 °31'07"
0.44
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
C-3
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'28"
-8103 VI0"
0.53
Chestnut
01284 -- Application Surface Irrigation
0.21
29.07
inches
C-4
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36'08'27"
-8191'08"
0.47
Chestnut
01284 - Application Surface Irrigation
021
29.07
inches
C-5
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36°08'27"
-81031'07"
0.54
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
C-6
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'28"
-81031'04"
0.27
Chestnut
01284 -Application Surface Irrigation
0.21
29.07
inches
C-7
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'27"
-81031'03"
0.51
Chestnut
01284 -Application Surface Irrigation
0.21
29.07
inches
WQ00293,. . ersion 1.2 Attachment B Age 2 of 6

C-8
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'25"
-81031'03"
0.57
Chestnut
01284 - Application Surface Irrigation
021
29.07
inches
C-9
Ginn -LA Laurel Creek Ltd, LLLP
Watauga
36008'24"
-81031102"
0.57
Chestnut
01284 - Application Surface irrigation
0.21
29.07
inches
C-10
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'27"
-81030'58"
0.58
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
C-11
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'26"
-81 "30'58"
0.54
Chestnut
01284 -Application Surface Irrigation
0.21
29.07
inches
C-12
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'25"
-81030'59"
0.56
Chestnut
01284 -Application Surface Irrigation
0.21
29.07
inches
C-13
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36°08'27"
-81 "30'55"
0.62
Chestnut
01284 -Application Surface .Irrigation
0.21
29.07
inches
C-14
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'19"
-81°31'00"
0.63
Chestnut
01284 -Application Surface Irrigation
0.21
29.07
inches
C-15
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36"08'18"
-81031'02"
0.53
Chestnut
01284 -Application Surface Irrigation
0.21
29.07
inches
C-16
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'16"
-81 "30'58"
0.51
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
C-17
Ginn -LA Laurel Creek Ltd, LLLP
Watauga
36°08'15"
-81'30'58"
0.63
Chestnut
01284 - Application Surface irrigation
021
29.07
inches
C-18
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'15"
-81030'59"
0.56
Chestnut
01284-Application Surface Irrigation
0.21
29.07
inches
C-19
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'15"
-81 °30'59"
0.54
Chestnut
01284 -Application Surface Irrigation
0.2I
29.07
inches
C-20
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'14"
-81030'60"
0.53
Chestnut
01284 - Application Surface irrigation
0.21
29.07
inches
C-21
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'14"
-81031'00"
0.48
Chestnut
01284 -Application Surface Irrigation
0.21
29.07
inches
C-22
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36"08'12"
-81°30'54"
0.55
Chestnut
01284-Application Surface Irrigation
0.21
29.07
inches
C-23
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36'08'11"
-81°30'55"
0.50
Chestnut
01284-Application Surface Irrigation
0.21
29.07
inches
C-24
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36"08' 11"
-81 "30'55"
0.51
Chestnut
01284 - Application Surface Irrigation
021
29.07
inches
C-25
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36°08'10"
-81°30'49"
0.48
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
C-26
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'09"
-81 °30'50"
0.57
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
C-27
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36°08'09"
-81130'51"
0.54
Chestnut
01284-Application Surface Irrigation
0.21
29.07
inches
C-28
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
36008'08"_
-81 °30'53"
0.48
Chestnut
01284 -Application Surface Irrigation
0.21
29.07
inches
C-29
Ginn -LA Laurel Creek Ltd., LLLP
Wilkes
36"08'01"
-81 °30'41"
0.45
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
C-30
Ginn -LA Laurel Creek Ltd., LLLP
Wilkes
3600759"
-81 °30'41"
0.56
Chestnut
01284 -- Application Surface Irrigation
0.21
29.07
inches
C-31
Ginn -LA Laurel Creek Ltd., LLLP
Wilkes
36007'59"
-81 °30'39"
0.52
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
C-32
Ginn -LA Laurel Creek Ltd., LLLP
Wilkes
36007'52"
-81 °30'37"
0.58
Chestnut
01284 -Application Surface Irrigation
0.21
29.07
inches
1
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
37029'09"
-83040-06"
8.47
Chestnut
01284 - Application Surface Irrigation
021
25.88
inches
2
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
37°29'22"
-83°40'10"
9.88
Chestnut
01284-Application Surface Irrigation
021
25.88
inches
3
Ginn -LA Laurel Creels Ltd., LLLP
Watauga
37029'29"
-83°40'31"
5.07
Chestnut
01284 -Application Surface Irrigation
0.21
25.98
inches
4
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
37029'18"
-83Q40'34"
7.35
Chestnut
01284 -Application Surface Irrigation
0.21
25.98
inches
WQ0029346 Version 12 Attachment B Page 3 of 6

5
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
37029'34"
-83040'40"
6.18
Chestnut
01284 - Application Surface Irrigation
0.21
25.88
inches
6
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
37029'50"
-83040'42"
2.54
Chestnut
01284 - Application Surface Irrigation
0.21
25.88
inches
7
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
37129'54"
-83140'40"
13.06
Chestnut
01284 - Application Surface Irrigation
0.21
25.88
inches
8
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
37029'51"
-83040' 18"
4.39
Chestnut
01284 - Application Surface Irrigation
0.21
25.88
inches
9
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
37029'48"
-83040'14"
7.14
Chestnut
01284- Application Surface Irrigation
0.2.1
25.88
inches
10
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
37029'47"
-83040'06"
5.01
Chestnut
01284 - Application Surface Irrigation
0.21
25.88
inches
I 1
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
37029'59"
-83040'04"
7.11
Chestnut
01284 - Application Surface Irrigation
0.21
25.88
inches
12
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
37029'47"
-83039'50"
8.89
Chestnut
01284 - Application Surface Irrigation
0.21
25.88
inches
13
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
37°29'49"
-83°39'32"
3.63
Chestnut
01284 - Application Surface Irrigation
0.21
25.88
inches
14
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
37029'44"
-83039'25"
7.33
Chestnut
01284 - Application Surface Irrigation
0.21
25.88
inches
15
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
37°29'33"
-83°39'10"
9.33
Chestnut
01284 -Application Surface Irrigation
0.21
25.88
inches
16
Ginn -LA Laurel Creek Ltd_, LLLP
Watauga
37°29'40"
-83°39'28"
9.54
Chestnut
01284-Application Surface Irrigation
0.21
25.88
inches
17
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
37029'39"
-83039'53"
3.61
Chestnut
01284 - Application Surface Irrigation
0.21
25.88
inches
18
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
37"29'27"
-83"39'53"
9.46
Chestnut
01284 - Application Surface Irrigation
0.21
25.88
inches
DR
Ginn -LA Laurel Creek Ltd., LLLP
Watauga
37°29'18"
-83139'49"
12.64
Chestnut
01284 - Application Surface Irrigation
0.21
25.88
inches
D-1 A
Ginn -LA Laurel Creek Ltd., LLLP
Wilkes
360 07' 34"
-81" 29' 55"
0.80
Chestnut
01284 - Application Surface Irrigation
0.3
50.71
inches
D-lB
Ginn -LA Laurel Creek Ltd., LLLP
Wilkes
360 07' 36"
-810 29' 55"
0.80
Chestnut
01284 -Application Surface Irrigation
0.3
50.71
inches
D-2A
Ginn -LA Laurel Creek Ltd., LLLP
Wilkes
360 07' 37"
-81" 29' 57"
0.81
Chestnut
01284 -Application Surface Irrigation
0.3
50.71
inches
D-213
Ginn -LA Laurel Creek Ltd., LLLP
Wilkes
36" 07' 37"
-81" 30' O1"
0.82
Chestnut
01284 - Application Surface Irrigation
0.3
50.71
inches
D-3A
Ginn -LA Laurel Creek Ltd., LLLP
Wilkes
360 07' 39"
-81030' 01"
0.83
Chestnut
01284 - Application Surface Irrigation
0.3
50.71
inches
D-313
Ginn -LA Laurel Creek Ltd., LLLP
Wilkes
36" 07' 40"
-81" 30' 02"
0.81
Chestnut
01284 - Application Surface Irrigation
0.3
50.71
inches
D4A
Ginn -LA Laurel Creek Ltd., LLLP
Wilkes
36" OT 42"
-81" 30' O5"
0.83
Chestnut
01284 - Application Surface Irrigation
0.3
50.71
inches
D-4B
Ginn -LA Laurel Creek Ltd., LLLP
Wilkes
36° 07' 39"
-81° 30' 04"
0.83
Chestnut
01284 - Application Surface Irrigation
0.3
50.71
inches
D-5A
Ginn -LA Laurel Creek Ltd., LLLP
Wilkes
36" 07' 38"
-81" 30' 08"
0.79
Chestnut
01284 -Application Surface Irrigation
0.3
50.71
inches
D-5B
Ginn -LA Laurel Creek Ltd., LLLP
Wilkes
36" 07' 38"
-81" 30' 11"
0.79
Chestnut
01284 - Application Surface Irrigation
0.3
50.71
inches
D-6A
Ginn -LA Laurel Creek Ltd., LLLP
Wilkes
360 07' 37"
-81 ° 30' 11"
0.76
Chestnut
01284 -Application Surface Irrigation
0.3
50.71
inches
D-613
Ginn -LA Laurel Creek Ltd., LLLP
Wilkes
360 07' 33"
-81 ° 30' 07"
0.79
Chestnut
01284 -Application Surface Irrigation
0.3
50.71
inches
D-7A
Ginn -LA Laurel Creek Ltd., LLLP
Wilkes
360 07' 35"
-81 ° 30' 10"
0.90
Chestnut
01284 - Application Surface Irrigation
0.3
50.71
inches
D-713
Ginn -LA Laurel Creek Ltd., LLLP
Wilkes
360 07' 33"
-810 30' 12"
0.81
Chestnut
01284 - Application Surface Irrigation
0.3
50.71
inches
WQ00293•. ersion 1.2 Attachment B tge 4 of 6

D-8A
Ginn -LA Laurel Creek Ltd., LLLP
Wilkes
36007' 35"
-81030' 14"
0.79
Chestnut
0 12 84 -- Application Surface Irrigation
0.3
50.71
inches
D-8B
Ginn -LA Laurel Creek Ltd., LLLP
Wilkes
36007' 36"
-8I ° 30' 15"
0.80
Chestnut
01284 — Application Surface Irrigation
0.3
50.71
inches
Total
192.30
WQ0029346 Version 1.2 Attachment B Page 5 of 6

THIS PAGE BLANK
WQOQ293,. ersion 1.2 Attachment $ 3ge 6 of 6

ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS
Monitoring wells: CW-1, CW-2, CW-3, CW-4, CW 5, CW-6 and CW-7
Permit Number: WQ0029346 Version: 1.2
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
Parameter Description - Parameter Code
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
Carbon, Tot Organic (TOG) — 00680
mg/l
3 x Year
Grab
1,6
Chloride (as Cl) — 00940
250
mg/l
3 x Year
Grab
1
Coliform, Fecal MF — 31616
#/ 100ml
3 x Year
Grab
1
Nitrogen, Ammonia Total (as N) — 00610
mg/]
3 x Year
Grab
I
Nitrogen, Nitrate Total (as N) — 00620
10
mg/l
3 x Year
Grab
1
pH-00400
6.5-8.5
s.u.
3 x Year
Grab
1,2
Solids, Total Dissolved- 180 Deg C — 70300
500
mg/l
3 x Year
Grab
l
Volatile Organic Compounds (GC/MS) — 78732
mg/I
Annual
Grab
1, 4, 5
Water level, distance from measuring point — 82546
ft
3 x Year
Calculated
1, 2, 3
1. 3 X year monitoring shall be conducted in March, July & November; Annual monitoring shall be conducted every November.
2_ 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 alter purging and prior to sampling for the remaining parameters.
3. 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.
4. Volatile Organic Compounds (VOC) - In November only, analyze by one of the following methods:
a. Standard Method 6230D, PQL at 0.5 µg/1- or less
b. Standard Method 6210D, PQL at 0.5 µg/L or less
c. EPA Method 8021, Low Concentration, PQL at 0.5 µg/L or less
d. EPA Method 8260, Low Concentration, PQL at 0.5 µg/L or less
e. Another method with prior approval by the Aquifer Protection Section Chief
Any method used must meet the following qualifications:
f. A laboratory must be DWQ certified to run any method used.
g. The method used must, at a minimum, include all the constituents listed in Table V III of Standard Method 6230D.
h. The method used must provide a PQL of 0.5 µg/L or less that must be supported by laboratory proficiency studies as required by the DWQ Laboratory Certification Unit. Any constituents
detected above the MDL but below the PQL of 0.5 µg/L must be qualified (estimated) and reported.
5. If any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C, then the Winston-Salem Regional Office Aquifer Protection Supervisor, telephone
number [phone], must be contacted immediately for further instructions regarding any additional follow-up analyses required.
6. If TOC concentrations greater than 10 mg/l are detected in any downgradient 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.
7_ Monitoring wells shall be reported consistent with the nomenclature and location information provided in Figure 1 and this attachment.
WQ0029346 Version. 1.2 Attachment C Page 1 of 1

I

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CHECKED BY: EQBH GINN LAUREL CREEK
HYDROGEOLOGYSTUDY DRAWN BY: RDM WATAUGA)WILKES COUNTY, NORTH CAROUNA A
DATE' OCT013ER 2005 ENYTRONVENTAL SERMCES ENGINEERING TESTING Uoe No, 1584-05-079

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WATER RECLAMATION FACILITY
GINN LA LAUREL CREEK LTD.,LLLP.
Ir' `' ^J•�:'`-.f ; 1 iNILKES COUNTY, NORTH CAROI.INA
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TREATMENT AND DISPOSAL SYSTEM LOCATION
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SS BROAD STREET ASFfF_ fLL_E, NC PR. (8231 252-0571
):r QUADI GRANllIN, NC J'
plc N3600 W8122.5 '
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STATE ORNORTH CAROLINA
_;;3NTY OF Watauga & Wilkes
Permit No.
DEVELOPER'S .OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this day of
by. and between the North Carolina Environmental Management
:;:wssson, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
_ Ginn — LA Laurel Creek Ltd.,LLLP _ , a corporation/general partnership registered/licensed to do
b-.zsi_ness in the State of North Carolina, hereinafter known as the DEVELOPER.
DEVELOPER is the owner of the certain` lands lying in Watauga & Wilkes bounty, upon
it is erecting and will erect dwelling units and other improvements, said development to be known
as Ginn —Laurel Creek GP, LLC Project _ (hereinafter the Development).
DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
ems, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
tl-w Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
' 5.1 to construct, maintain, and operate the Disposal System.
".e 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
L-7C or 47F of the North Carolina General Statutes.
"e DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the Ginn — Laurel Creek Property Owners Association _ (hereinafter
`-association), a nonprofit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
and improvements subject to unit ownership, including the Disposal System; and of collecting dues
L. assessments to provide funds for such operation, maintenance, re -construction and repair.
"sae COMMISSION desires to assure. that the Disposal System of the Development is properly
,,=structed, maintained and operated in accordance with law and permit provisions in order to protect the
of the waters of the State and the public interest therein.
1lEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
-rsto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
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.
The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
^<�l construction has been completed in accordance with the permit and approved plans, and the staff of
me Division of Water Quality has inspected and approved of the facilities. In order to change the name of
u,e oeimit holder, the DEVELOPER must request that the permit be reissued to the Association. The
st must include a copy of the Association Bylaws and Declaration.
The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
or the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPERSs successor.
:: E`d 02/03 Page 1 of

r. u.1
e :DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
4 purtenances thereto are part of the common elements and shall thereafter be properly maintained and
71�-: ted in conformity with law and the provisions of the permit for construction, operation, repair, and
- .a tenance 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.
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
1-17cmes, the Declaration and Association Bylaws shall provide that a fund be created out of the common
=ses. Such fund shall be separate from the routine maintenance finds allocated for the facility and
--, be part of the yearly budget;
^e event the common expanse allocation and separate fund are not adequate for the construction,
,a,., and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
Ezpecial 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.
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
!,Misting and future wastewater of the Development to be accepted and discharged into said governmental
_,l seem, and shall convey or transfer as much of the Disposal System and such necessary easements as the
-c 041minental unit may require as condition of accepting the Development's wastewater.
Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
r and approved by the COMMISSION by the issuance of a permit.
he agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and. S abovc shall be conditions of any
_^y; ►t issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
C. ation. of the Disposal System.
x 2; py off this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
,.led and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
R-�resmtative of the parties hereto on the day and year written as indicated by each of the parties named below:
NVIRO N TAL Ginn — LA Laurel Creek Ltd., LLLP
".--Ml�N7 O SSION Name of,LOPM
B:
�'. Mimek, P.E., Director (Sign e)
-on of Water Quality
H. Douglas Miller P.E., Senior Vice President
Print Name and Title
t t 1-3 a A ,S-
•�� (Date)
E V ^2/03 Page 2 of 2
TOTAL P.o3