WQ0029346_Final Permit_20090921

6 � �
NCDENR
North Carolina Denartment Of Fnviromme It and Nraturall ResourCes
Division of Water Qualify
Beve y Eave W _;due Coleen H. Sullins
Director
September 21, 2009
J. PATRICK WARREN, PE — DEVELOPMENT MANAGER
BR DEVELOPMENT GROUP, LLC
POST OFFICE Box 1727
BLOWING ROCK, NORTH CAROLINA 28605
Dear Mr. Warren:
Dee Freeman
Secretary
Subject: Permit No. WQ0029346
Laurelmor Development
Non -Conjunctive Reclaimed Water
& Wastewater Irrigation System
Watauga and Wilkes Counties
In accordance with your permit major modification request received September 1, 2009, we are
forwarding herewith Permit No. WQ0029346, dated September 21, 2009, to BR Development Group,
LLC for the construction and operation of the subject wastewater treatment, non -conjunctive reclaimed
water and wastewater irrigation facilities.
The following modifications to the subject permit include the addition of an interim 30,000 gallon
per day (GPD) wastewater treatment plant, an additional 985,500 gallon wet weather storage pond and a
204,500 gallon 5-day upset pond. Upon construction of the previously permitted 400,000 GPD
wastewater treatment plant, non -conjunctive reclaimed and wastewater irrigation facilities, the interim
30,000 GPD wastewater treatment plant and storage facilities shall be permanently abandoned.
This permit shall be effective from the date of issuance until October 31, 2010, shall void Permit
No. WQ0029346 issued June 18, 2009, and shall be subject to the conditions and limitations as specified
therein. Please pay particular attention to the monitoring requirements listed in Attachments A, B and C
for they may differ from the previous permit issuance. Failure to establish an adequate system for
collecting and maintaining the required operational information shall result in future compliance
problems.
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall 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 at 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
A,-QU1FEF !PROTECTION SECTION,
1536 Mail Service C;�€���, Raleigh, North Carolina 27�'39-?636
Location: 2728 Capital Bcljievard, Raleigo, Noar Carolina 276304
Phone 919-73"'.3221 i FAX IL: 519-715-0568; FAX 2: 319-715-5048 l Cr!etMer Service: 1-$77-623-6748
1n%met w+�n�,ncwaterpuaistt�.ora
An LQtQ as Opper urrity l Afflrmat'rve Action !L!ncoyer
One
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Mr. J. Patrick Warren. PE
September 21, 2009
Page 2 of 2
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
natlaaniel.thornburg�neden n gov.
Sincerely,
e Cole H. Sullins
cc: Watauga County Health Department
Wilkes County Health. Department
Winston-Salem Regional Office, Aquifer Protection Section
David E. Richmond, PE — McGill Associates, PA
Technical Assistance and Certification Unit
Pen -nit File WQ0029346
Notebook File WQ0029346

NORTH CAROLINA
ENVIRONMENTAL, MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGII
NON -CONJUNCTIVE RECLAIMED WATER AND WASTEWATER 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
BIB Development Group, LLC
Watauga and Wilkes Counties
FOR THE
construction and operation of a 30,000 gallon per day (GPD) interim wastewater treatment plant
consisting of. a manually cleaned bar screen; an influent pump station with two 55 gallon per minute
(GPM) submersible centrifugal pumps; a 25,806 gallon aerated flow equalization basin served by a 114
cubic feet per minute (CFM) positive displacement blower and with two 75 GPM air lift pumps; two
12,790 gallon anoxic basins each with a 5 horsepower (lap) mixer; a 30,967 gallon aerated Integrated
Fixed Film Activated Sludge (IFAS) basin with two 73 GPM air lift recycle pumps and served by two
289 CFM positive displacement blowers; a 4,450 gallon clarifier; a 9,398 gallon aerobic digester served
by the aforementioned 289 CFM positive displacement blowers; two tertiary filters; a liquid sodium
hypochlorite disinfection system with two 0.01 GPM diaphragm chemical feed pumps; a 718 gallon
chlorination tank; a turbidimeter with two 0.23 GPM peristaltic pumps; a flow meter; a composite
sampler; a 150 kilowatt (kW) automatically activated standby generator;
construction and operation of non -conjunctive reclaimed water and wastewater irrigation facilities
consisting of. an approximately 985,500 gallon synthetically lined wet weather storage pond; a 2,350
gallon irrigation pump tank with two 74.8 GPM submersible turbine pumps; an approximately 204,500
gallon synthetically lined 5-day upset pond; and a return pump station with two 25 GPM submersible
centrifugal pumps; the
abandonment of the aforementioned 30,000 GPD interim wastewater treatment plant, non -conjunctive
reclaimed water and wastewater irrigation facilities; upon the
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construction and operation of a 400,000 GPD wastewater treatment plant consisting 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 I 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 flow meter; 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 and wastewater irrigation facility
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;
to serve the Laurelmor Development, with no discharge of wastes to surface waters, pursuant to the
application received September 1, 2009, and in conformity with the project plans, 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 .rune 18, 2009, and shall be subject to the following specifiedconditions and
limitations:
T. SCHEDULES
Upon completion of site grading and shaping, and prior to the application of treated wastewater, a
licensed soil scientist or licensed hydrogeologist shall conduct a follow-up site evaluation, and submit
an amended site evaluation report to the Division. 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, 13-213, D-3A, D-3I3, and D-4A.
2. In accordance with 15A NCAC 02T .0116, upon completion of construction and prior to operation of
this permitted facility, a certification (attached) shall be submitted from a licensed North Carolina
Professional Engineer certifying that the permitted facility has been installed in accordance withh this
permit, Division approved plans and specifications, and other supporting documentation, including
the location of all monitoring wells as applicable. If this project is to be completed in phases and
partially certified the Permittee shall retain the responsibility to track further construction approved
under the same permit, and shall provide a final certificate of completion once the entire projecthas
been completed. Mail the Certification to the Division of Water Quality, Aquifer Protection Section,
1636 Mail Service Center, Raleigh, NC 27699-1636.
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3. The Winston-Salem Regional Office, telephone number [phone], shall be notified at least 48
hours in advance (excluding weekends and holidays) of operation of the installed facilities such that
an in -place inspection can be made. Notification to the Aquifer Protection Section's regional
supervisor shall be made from 8:00 a.m. until 5.00 p.m. on Monday through Friday, excluding State
Holidays.
4. The Winston-Salem Regional Office, telephone number [phone], shall approve monitoring
wells CW-1, CW-2, CW-3, CW-4, CW-5, CW-6 and CW-7 prior to installation, and the monitoring
wells shall be installed prior to beginning waste disposal operations. The regional office shall be
notified at least 48 hours prior to the construction of any monitoring well and such notification to the
Aquifer Protection Section's regional supervisor shall be rude from. 8:00 a.m. until 5:00 p.m. on
Monday through Friday, excluding State Holidays. The monitoring wells shall be constructed such
that the water level in the well is never above or below the screened (open) portion of the well at any
time during the year, and in accordance with 15A NCAC 02C .0108. The general location and name
for each monitoring well is marked on Figures 1 A and 1 B.
5. Within 60 days of completion of the monitoring wells, the Permittee shall submit two original copies
of a site map with a scale no greater than 1-inch equals 100 feet; however, special provisions may be
granted upon prior approval for large properties. Ata minimum, 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 areas.
d. The latitude and longitude of the established horizontal control monument.
e. The elevation of the top of the well casing (i.e., measuring point) relative to a common datum.
f. The depth of water below the measuring point at the time the measuring point is established.
The location of compliance and review 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 taking place on the property. The map and any
supporting documentation shall be sent to the Division of Water Quality, Aquifer Protection Section,
1636 Mail Service Center, Raleigh, NC 27699-1636.
No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will. renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note Rule 15A
NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application.
11I. PERFORMANCE STANDARDS
The subject non -discharge facilities shall be effectively maintained and operated at all times so there
is no discharge to surface waters, nor any contravention of groundwater or surface water standards.
In the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions
due to improper operation and maintenance, or failure of the irrigation or utilization areas to
adequately assimilate the effluent or reclaimed water, the Permittee shall take immediate corrective
actions including Division required actions, such as the construction of additional or replacement
wastewater treatment, disposal or utilization facilities.
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or
surface water resulting from the operation of this facility.
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3. All wells 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
jurisdictional laws and regulations pertaining to well construction.
4. Effluent limitations shall not exceed those specified in Attachment A.
5. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in
Attachment B.
6. The Operational Agreement (attached) between the Permittee mid 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.
7. The irrigation and utilization systems shall be connected to a rain or moisture sensor, which shall
indicate when effluent and reclaimed water application is not appropriate in accordance with
Conditions I11.4. and 111.5, of this permit.
8. 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 reclaimed water is not intended for drinking. Where appropriate, such
warning shall inform the public or employees to avoid contact with reclaimedwater.
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.
All reclaimed water piping and appurtenances shall be either colored purple (i.e., Pantone
522) and embossed or integrally stamped or marked "CAUTION: RECLAIMED WATER
DO NOT DRINK" or be installed with a purple (i.e., Pantone 522) identification tape or
polyethylene vinyl wrap. The warning shall be stamped on opposite sides of the pipe and
repeated every three feet or less.
ii. Identification tape shall be at least three inches wide and have white or black lettering on
purple (i.e., Pantone 522) field stating "CAUTION: RECLAIMED WATER --- DO NOT
DRINK." Identification tape shall be installed on top of reclaimed water pipelines, fastened
at least every 10 feet to each pipe length and run continuously the entire length of the pipe.
iii. Existing underground distribution systems retrofitted for the purpose of distributing
reclaimed water shall be taped or otherwise identified as noted above. This identification
need not extend the entire length of the distribution system, but shall be incorporated within
10 feet of crossing any potable water supply line or sanitary sewer line.
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 non -potable.
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 non -potable.
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9. 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. Where both reclaimed water and potable water are supplied to a reclaimed water utilization site, a
reduced pressure principle backflow preventer, an approved air gap separation or other Division
of Enviromnental Health approved device shall be installed at the potable water service
connection to the use area. The installation of the reduced pressure principle backflow prevention
device shall allow proper testing.
c. Where potable water is used to supplement a reclaimed water utilization system, the Permittee or
potable water supplier shall approve and regularly inspect the air gap separation.
10. 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.
11. Reclaimed water distribution lines shall not be less than 100 feet from a well unless the piping and
integrity testing procedures meet water main standards in accordance with 15A NCAC 18C, but in no
case shall they be less than 25 feet from a private well or 50 feet from a public well.
12. Reclaimed water distribution lines shall meet the separation distances to sewer lines in accordance
with Rule .0305 of Subchapter 02T.
13. The compliance and review boundaries for the non -conjunctive reclaimed water utilization sites (i.e.,
(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.
14. The compliance and review boundaries for the wastewater irrigation sites (i.e., Fields D-IA through
D-8B) are 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.
15. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary.
16. In accordance with 15A NCAC 02L .0107(d), no wells, excluding Division approved monitoring
wells, shall be constricted within the compliance boundary except as provided for in 15A NCAC 02L
.0107(g).
17. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure any landowner who is
not the Permittee and owns land within the compliance boundary shall execute and file with the
Watauga or Wilkes County Register of Deeds an easement running with the land containing 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
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18. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for irrigation sites (i.e., Fields D-IA through D-8B) permitted after September 1,
2006 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:
1.00
viii. Any property line:
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
* Setbacks to property lines have been reduced to 0 feet, since the facility is complying with
15A N'CAC 02T .0506(c).
b. The setbacks for reclaimed utilization sites (i.e., 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) permitted prior to September 1,
2006 shall be as follows (all distances in feet):
i. Surface waters not classified SA:
ii. Surface waters classified SA:
iii. Any well with exception to monitoring wells
25
100
100
c. The setbacks for storage and treatment units permitted prior to and after September 1, 2006 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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III. OPERATION AND MAINTENANCE REOUIREMENTS
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, which at a minimum shall include
operational functions, maintenance schedules, safety measures and a spill response plan.
Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, in accordance with 15A NCAC 08G .0200 the
Permittee shall designate and employ a certified operator in responsible charge (ORC) and one or
more certified operator(s) as back-up ORC(s). The ORC or their back-up shall visit the facilities in
accordance with 15A NCAC 08G .0200, and shall comply with all other conditions specified in the
previously cited rules.
A suitable year round vegetative cover shall be maintained at all times, such that crop health is
optimized, allows for even distribution of effluent and reclaimed water and allows inspection of the
irrigation and utilization systems.
4. Adequate measures shall be taken to prevent effluent and reclaimed water ponding in or runoff from
the irrigation and utilization sites listed in Attachment B.
5. Irrigation and utilization shall not be performed during inclement weather or when the ground is in a
condition that will cause ponding or runoff.
6. All irrigation and utilization equipment shall be tested and calibrated at least once per permit cycle.
Calibration records shall be maintained at the facility for a period of no less than five years, and shall
be made available to the Division upon request.
7. Only effluent and reclaimed water from the Laurelmor Development shall be irrigated and utilized on
the sites listed in Attachment B.
S. An automatically activated standby power source capable of powering all essential treatment units
shall be on site and operational at all times. If a generator is employed as an alternate power supply,
it shall be tested weekly by interrupting the primary power source.
9. No automobiles or machinery shall be allowed on the irrigation sites except during equipment
installation or while maintenance is being perforined.
10. Public access to the irrigation sites and wastewater treatment facilities shall be prohibited.
1. Public access to the reclaimed water utilization sites shall be controlled during active site use. Such
controls may include the posting of signs showing the activities being conducted at each site. Public
access to the wastewater treatment facilities shall be prohibited.
12. The residuals generated from the wastewater treatment facilities shall be disposed or utilized in
accordance with 15A NCAC 02T .1.1.00, The Permittee shall. maintain a residual management plan
pursuant to 15A NCAC 02T .0508 and .0914.
13. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited.
14. Freeboard in the 985,500 gallon wet weather storage pond, 204,500 gallon 5-day upset pond and 12
million gallon wet weather storage pond shall not be less than two feet at any time.
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15. Gauges to monitor waste levels in the 985,500 gallon wet weather storage pond, 204,500 gallon 5-day
upset pond and 12 million gallon wet weather storage pond shall be provided. These gauges shall
have readily visible permanent markings indicating the following elevations: 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.
16. A protective vegetative cover shall be established and maintained on all earthen embankments (i.e.,
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 dikes or embankments.
Earthen embankment areas shall be kept mowed or otherwise controlled and accessible.
17. During operation of the interim 30,000 gallon per day (GPD) wastewater treatment plant, all effluent
shall be routed to the five day upset pond or irrigated only in Fields D-1 A, D-1B, D-2A, D-2B, D-3A,
D-313D-4A D-4B D-5A D-5B D-6A D-7A D-8A and D-8B should the limit for fecal coliform
(e.g., daily maximum concentration of 25 colonies per 1.00 ml) or turbidity (e.g., instantaneous
maximum of 10 NTU) be exceeded, until the problems associated with the wastewater treatment plant
have been corrected. The wastewater in the five day upset pond shall be pumped back to the
treatment plant headworks for re -treatment or treated in the five day upset pond prior to utilization.
18. During operation of the 400,000 GPD wastewater treatment plant, all effluent shall be routed to the
two 1,000,000 gallon five day covered upset tanks should the limit for fecal coliform (e.g., daily
maximum concentration of 25 colonies per 100 ml) or turbidity (e.g., instantaneous maximum of 10
NTU) be exceeded, until the problems associated with the wastewater treatment plant have been
corrected. The wastewater in the five day upset tanks shall be pumped back to the treatment plant
headworks for re -treatment or treated in the five day upset tanks prior to utilization.
IV. MONITORING kN1D REPORTING REQUIREMENTS
l.. Any Division required monitoring (including groundwater, plant tissue, soil and surface water
analyses) necessary to ensure groundwater and surface water protection shall be established, and an
acceptable sampling reporting schedule shall be followed.
2. Per,15A NCAC 02H .0800, a Division certified laboratory shall conduct all laboratory analyses for
the required effluent, groundwater or surface water parameters.
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 to ensure the
accuracy and reliability of flow measurement consistent with accepted engineering and scientific
practices. Selected flow measurement devices shall be capable of measuring flows with a maximum
deviation of less than ten percent from true flow; accurately calibrated at a minimum of once per year;
and maintained to ensure the accuracy of measurements is consistent with the selected device's
accepted capability. The Permittee shall maintain records of flow measurement device calibration on
file for a period of at least five years. At a minimum, documentation shall include:
a. Date of flow measurement device calibration,
b. Name of person performing calibration, and
c. Percent from true flour.
4. The Permittee shall monitor the effluent from the subject facilities at the frequencies and locations for
the parameters specified in Attachment A.
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5. The Permittee shall maintain adequate records tracking the amount of effluent irrigated and reclaimed
water utilized. At a minimum, these records shall include the following information for each
irrigation and utilization site listed in Attachment B:
a. Date of irrigation/utilization;
b. Volume of effluent irrigated and reclaimed water utilized;
c. Site irrigated/utilized;
d. Length of time site is irrigated/utilized;
e. Continuous weekly, monthly, and year-to-date hydraulic (inebeslacre) loadings;
f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B;
g. Weather conditions; and
h. Maintenance of cover crops.
6, Freeboard (i.e., waste level to the lowest embankment elevation) in the 985,500 gallon wet weather
storage pond, 204,500 gallon 5-day upset pond and 12 million gallon wet weather storage pond shall
be recorded weekly. Weekly freeboard records shall be maintained at the facility for a periodof no
less than five years, and shall be made available to the Division upon request.
7. Three copies of all monitoring data (as specified in Conditions IV.3. and IVA.) on Form NDMR for
each PPI and three copies of all operation and disposal records (as specified in Conditions IV.5 and
IV.6.) on Form NDAR-1 for every site in Attachment B 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
A record shall be maintained of all residuals removed from this facility. This record shall be
maintained at the facility for a period of no less than five years, and shall be made available to the
Division upon request. At a minimum, this record shall include:
a. Name of the residuals hauler;
b. Non -Discharge permit number authorizing the residuals disposal, or a letter from a. municipality
agreeing to accept the residuals;
c. Date the residuals were hauled; and
d. Volume of residuals removed.
9. A maintenance log shall be maintained at this facility. This log shall be maintained at the facility for
a period of no less than five years, and shall be made available to the Division upon request. At a
minimum, this log shall include:
a. Date and results of power interruption testing on alternate power supply;
b. Date of calibration of flow measurement device;
c. Visual observations of the plant and plant site; and
d. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing,
inspections and cleanings, etc.).
10. Monitoring wells shall be sampled after construction and within 3 months prior to initiating non -
discharge disposal or utilization operations. Monitoring wells shall be sampled thereafter at the
frequencies and for the parameters specified in Attachment C. All mapping, well construction forms,
well abandonment fonns and monitoring data shall refer to the permit number and the well
nomenclature as rovided in Attachment C and Figures lA and IB.
WQ0029346 Version 1.4 Shell Version 090806 Page 9 of 14

I For. initial sampling of monitoring wells, the Permittee shall submit a Compliance Monitoring Form
(GW-59) and a Well Construction Record Form (GW-1) listing this permit number and the
appropriate monitoring well identification number. Initial Compliance Monitoring Forms (GW-59)
without copies of the Well Construction Record Forms (GW-1) are deemed incomplete, and may be
returned to the Pennittee without being processed.
12. Two copies of the monitoring well. sampling and analysis results shall be submitted on a Compliance
Monitoring Form (GW-59), along with attached copies of laboratory analyses, on or before the last
working day of the month following the sampling month. The Compliance Monitoring Form (GW-
59) shall include this permit number, the appropriate well identification number, and one GW-59a
certification form shall be submitted with each set of sampling results. 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
13. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on
each irrigation site (i.e., Fields D-lA through D-813) listed in Attachment B. These results shall be
maintained at the facility for a period of no less than five years, and shall be made available to the
Division upon request. At a minimum, the Standard Soil Fertility Analysis shall include the
following parameters:
Acidity
Exchangeable Sodium Percentage
! Phosphorus
Base Saturation (by calculation)
Magnesium
Potassium
Calcium
Manganese
Sodium
Cation Exchange Capacity
Percent Humic Matter
Zinc
Copper
pH
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 facility resulting in the treatment of significant amounts of wastes that is
abnormal in quantity or characteristic, including the known passage of a hazardous substance.
b. Any process unit failure (e.g., mechanical, electrical, etc.), due to known or unknown reasons,
rendering the facility incapable of adequate wastewater treatment.
c. Any facility failure resulting in a by-pass directly to receiving surface waters.
d. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
e. Ponding in or runoff from the irrigation or utilization sites.
Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of
a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone].
Persons repoili.ng such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to be taken to ensure the problem does not rccur.
WQ0029346 Version t.4 Shell Version 090806 Page 10 of 14

V. INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
wastewater treatment, irrigation and utilization facilities.
2. The Permittee or their designee shall inspect the wastewater treatment, irrigation and utilization
facilities to prevent malfunctions, facility deterioration and operator errors resulting in discharges,
which may cause the release of wastes to the environment, a threat to human health or a public
nuisance. The Permittee shall maintain an inspection log that includes, at a minimum, the date and
time of inspection, observations made, and any maintenance, repairs, or corrective actions taken. The
Permittee shall maintain this inspection. log for a period of five years from the date of the inspection,
and this log shall be made available to the Division upon. request.
3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the wastewater treatment, disposal and. utilization
facilities permitted herein at any reasonable time for the purpose of determining compliance with this
permit; may inspect or copy any records required to be maintained under the terms and conditions of
this permit, and may collect groundwater, surface water or leachate samples.
VI. GENERAL CONDITIONS
Failure to comply with the conditions and limitations contained herein may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statutes 143-
215.6A to 143-215.6C.
2, This permit shall become voidable if the permitted facilities are not constructed in accordance with
the conditions of this permit, the Division approved plans and specifications, and other supporting
documentation.
This permit is effective only with respect to the nature and volume of wastes described in the permit
application, Division approved plans and specifications, and other supporting documentation. No
variances to applicable rules governing the construction or operation of the permitted facilities are
granted, unless specifically requested and approved in this permit pursuant to 15A NCAC 02T
.0105(n).
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 jurisdictional government agencies
(e.g., local, state, and federal). 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; any requirements pertaining to wetlands under
15A NCAC 02B .0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of
Chapter 143 of the General Statutes.
5. In the event the permitted facilities change ownership or the Permittee changes their narn.e, a formal
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms, and shall include appropriate property ownership documentation and other supporting
documentation as necessary. The Permittee of record shall remain fully responsible for maintaining
and operating the facilities permitted herein until a permit is issued to the new owner.
6. The Permittee shall retain a set of Division 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 pursuant to 15A NCAC
02T .0105(i).
WQ0029346 Version 1.4 Shell Version 090806 Page I I of 14

8. This permit is subject to revocation or unilateral modification upon 60 days notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T .0110.
9. Unless the Division Director grants a variance, expansion of the permitted facilities contained herein
small not be granted if the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b).
10. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to
pay the annual fee accordingly shall be cause for the Division to revolve this permit pursuant to 15A
NCAC 02T .0105(e)(3).
Permit issued this the 21" day of September 2009
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/4-=
ullins, Director
Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0029346
WQ0029346 Version. 1.4 Smell Version 090806 Page 12 of 14

Permit No. WQ0029346 Non -Conjunctive Reclaimed Water & Wastewater Irrigation System
BR Development Group, LLC September 21, 2009
Laurelmor Development Watauga and Wilkes Counties
ENGINEERING CERTIFICATION
❑ Partial ❑ Final
In accordance with 15A NCAC 02T .0116, I,
as a duly registered Professional Engineer in the State of North Carolina, having the Permittee's
authorization to ❑ periodically ❑ weekly ❑ fully observe the construction of the permitted facility,
hereby state to the best of my abilities that due care and diligence was used in the observation of the
construction, such that the facility was built within substantial compliance and intent of this permit, the
Division approved plans and specifications, and other supporting documentation.
❑ Any variation to this permit, the Division approved plans and specifications, and other supporting
documentation has been documented in the attached as -built drawings, and shall serve as the
Permittee's minor modification request to amend the permit accordingly.
Provide a brief narrative description of any variations:
Professional Engineer's Name
Engineering Firm
THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL, RESOURCES
DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
LAND APPLICATION UNIT
By U.S. Postal Service:
1.636 MAIL SERVICE CENTER
By Courier/Special Delivery:
2728 CAPITAL BOULEVARD
RALEIGH, NORTH CAROLINA 27699-1636 RALEIGH, NORTH CAROLINA 27604
WQ0029346 Version 1 A Shell Version 090806 Page 13 of 14

WQ0029346 Version 1.4 Shed Version 090806 Page 14 of 14

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001— Interim WWTP Effluent
Permit Number: WQ0029346 Version: 1.4
EFFLUENT CHARACTERISTICS —
EFFLUENT LIMITS
MONITORING
REQUIREMENTS
Parameter (Description - PCS Code
Monthly Average
Mean Monthly Geometric
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
BOD, 5-Day (20 Deg. C) — 00310
10
mg1l
15
mg/]
Monthly
Composite
Chloride (as Cl)00940
-
3 x Year'
Composite
Chlorine. Total Residual — 50060
5 x Week
Grab
Coliforra, Decal MF. M-FC Broth, 44.5C _. 316I6
14
4/100 ml
25
411001111
Monthly
Grab
Flow, in Conduit or thru 'Treatment Plant — 50050
30,000
GPI)
Continuous
Recording
Nitrogen, Ammonia Total (as lei) — 00610
4
mg/l
6
mg1l
Monthly
Composite
Nitrogen, Nitrate Total (as N)-- 00620
Monthly
Composite
Nitrogen,Total (as N) -- 00600
Monthly
Composite
pH -- 00400
6
s_u.
9
s.u.
5 x Week
Grab
Phosphorus, Total (as P)-- 00665
Monthly
Composite
Solids, Total Dissolved — 703 00
��-
3 x Year'
Composite
Solids, Total Suspended -- 00530
5
mg/l
10
Mg/1
Monthly
Composite
Turbidity, HCI I Turbidimeter — 00076
10
ntu
Continuous
Rccordin¢
I. 3 .x Year monitoring shall be conducted in March. July and November.
2. Monthly average for Fecal Coliforrn shall be a geometric mean.
WQ0029346 Version 1.4 Attachment A Page .I. of 2

PPf 002 — WWTP Effluent (Effective upon startup of the 400,000 GPU WWTP)
EFFLUENTCHARACTERISTICS
EFFL€,FNT LIMITS
MONITORING
REQUIREMENTS
Parameter Description - PCS Cade
Monthly Average
Mean Monthly Geometric
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
ROD. 5-L)ay (20 Deg. C) — 00310 —�
1.0 �
mg/l
-
1.5
mgll
2 x Month
Composite
Chloride (as Cl) — 00940
3 x Year
Composite
Chlorine, Total Residual — 50060Y
_._.
5 x Wcck
Grab
Coliform, Decal MF, M-FC Broth, 44.5C — 31616
14
41100 1-n1
25
4/1.00 Ml
2 x2Month'
Grab
Plow, 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 Month
Composite
Nitrogen, Nitrate 'l'otal(as N) — 00620
2 x Month
Composite
Nitrogen, Total (as N) — 00600 -
2 x Month
Composite
pll — 00400 —_.. ...
6
s.n.
9
S.U.
5 x Week
Grab
Phosphorus, "total (as P)-00665
V
2 x Month
Composite
Solids, 'Total Dissolved — 70300
3 x Year
Composite
Solids, Total Suspended — 00530
5
mg/I
10
mgll
2 x Month
Composite
Turbidity, HCH Turbidimeter-00076
10
kith
Continuous
Recording
I. 3 x Year monitoring shalt be conducted in March, July and November.
2. Monthly average for Fecal Coliform shall be a geometric mean.
WQ0029346 Version 1.4 Attachment A Page 2 of 2

ATTACHMENT R - APPROVED LAND APPLICATION SITES AND LIMITATIONS Permit Number: '17VQ0029346 Version: 1.4
BR Development Group, LLC - Laurelmor Development
IRRIGATION / UTILIZATION SITE INFORMATION
APPLICATION LIMITATIONS
]Field
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
A-1
BR Development Group, LLC
Watauga
36°08'42"
-81°30'51"
0.51
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
A-2
BR Development Group, LLC
Watauga
36°08'43"
-81"30'48"
0.45
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
A-3
BR Development Group; LLC
Watauga
36008A 1"
-81'30'46"
0.39
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
A-4
_ I3R Development Group, L.LC
Watauga
36'08'42"
-81'30'46"
0.45
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
A-5
BR Development Group; LLC
Watauga
36°08'43"
-81°30'45"
0.44
Chestnut
01284-Application Surface Irrigation
0.21
29,07
inches
YA-6
BR Development Group; LLC:
_
Watauga
36"08'45"
-81"30'45"
0.51
Chestnut
01284 -Application Surface Irrigation
0.21
29.07
inches
A-7
BR Development Group, LLC
Watauga
3WO8'40"
-81°30'40"
0,51.
Chestnut
01284 - Application Surface Irrigation
0.21
------------
29.07
inches
_._A» ._._._
_... BR Development Group, LLC
Watauga
36°08'42"
-81°3012"
0,51
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
A-9
BR Development Group, LLC
Watauga
36°08'42"
-81'30'40"
0.50
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
A-10
BRDevelopment Group. LLC
Watauga
36008'42"
-81°30'35"
0.51
Chestnut
01284- ApplicationSurfaceIrrigation
0.21
29.07
inches
A -I I
BR Development Group, GLC
Watauga
36°08'40"
-81°30'35"
0,45
Chestnut
01284 -- Application Surface Irrigation
0.21
29.07
inches
A-12
BR Development Group, LLC
Watauga
36°08'41"
-81°30'32"
0-51
Chestnut
01284 - Application Surface Irrigation
0,21
29.07
inches
A-13
BR Development Group, lA.,C
Watauga
36°08'38"
-8190'31"
0.51
Chestnut
01284 - Application Surface Irrigation
0,21
29.07
inches
A-14
BR Development Group, LLC
Watauga
36°08'41"
-81030'31"
0.38
Chestnut
01284 - Application Surface Irrigation
0,21
29.07
inches
A-15
BR Development Group; LLC
Watauga
36"08'40"
-81'30'29"
0.51
Chestnut
01284 -Application Surface Irrigation
0.21
29.07
inches
A-16
BR Development Group, I,LC
Watauga
36°08'39"
-81°30'28"
0,51
Chestnut
01284 -Application Surface Irrigation
0,21
29.07
inches
A-17
�BR Development Group, I,LC
Watauga
36'08'38"
-8 1°30'27"
0.51
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
A-18
BR. Development Group, LLC.
Watauga
36T812"
-81°30'28"
0.51
Chestnut
01284--Application Surface Irrigation
0.21
29.07
inches
A-19
BR Development Group, LLC
Watauga
36°08'40"
-81°30'26"
0.51
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
A-20
BR Development Group, LI..0
Watauga
36°08'39"
-81030'24"
0.51
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
A-21
lilt Development Group. LLC
Watauga
36°08'37
-81°30'24"
0.50
Chestnut
01284-.Application Surface Irrigation
0.2I
29.07
inches
A-22
BR Development Group, LLC
Watauga
36°08'37"
-8.1°30'18"
0.49
Chestnut
01284 --- Application Surface Irrigation
0.21
29.07
inches
A-23
BR Development Group, LLC
Watauga
36'08'39"
-81'30' 19"
0.40
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
A-24
BIZ Development Group, LLC:
Watauga
36°08'39"
-81°30'14"
0.50
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
WQ0029346 Version 1.4 Attachment B Page 1 of 6

A-25
BR Development Group, LLC
Watauga
36008'38"
-91'30'15"
0.39
Chestnut
01.284 - Application Surface Irrigation
0,21
29.07
inches
A-26
BR Development Group, LLC
Watauga
36°08'38"
-81'30'1.2"
0.49
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
A-27
BR Development Group, LL,C
Watauga
36°08'36"
-81°3012"
0.51
Chestnut
01284-Application Surface Irrigation
0.21
29.07
inches
A-28
BR Development Group. LLC
Watauga
36"08'35"
-81°30'13"
0.51
Chestnut
01284-Application Surface Irrigation
0.21
29.07
inches
A-29
BR Development Group, LLC
Watauga
36°08'35"
-81 °30'09"
0.44
Chestnut
01.284 - Application Surface Irrigation
0.21
29.07
inches
A-30
BR. Development Group, LLC
Watauga
36°08'34"
-81 °30'10"
0.48
Chestnut
01284--Application Surface Irrigation
0.21
29.07
inches
A-31
BR Development Group, LLC
Watauga
36008'33"
-81°30'07"
0.44
Chestnut
01284 -- Application Surface Irrigation
0.21
29.07
inches
A-32
BR Development Group, LLC
Watauga
36°08'34"
-81°30'05"
0,51
Chestnut
01284-Application Surface Irrigation
0.21
29.07
inches
A-33
BR Development Group. ITC
Watauga
36°08'37"
-81 °30'09"
0.36
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
A-34
BR Development Group, LLC
Watauga
36°08136"
-81°30'05"
0.44
Chestnut
01284 -- Application Surface Irrigation
0.21
29.07
inches
B-1
BR Development Group, LLC
Watauga
36°08'34"
-81°30'39"
0.46
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
B-2
BR Development Group, LLC
Watauga
36008'36"
-81°30'37"
0,56
Chestnut
01284- Application Surface Irrigation
0.21
29.07
inches
B-3
BR Development Group, LLC
Watauga
36°08'33"
-81°30'33"
0.40
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
B-4
BR Development Group, LLC
Watauga
36°08'34"
-81030'32"0.44
- -_
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
B-5
BR I:)evelop€Went Group, LLC
Watauga
36°08'30"
-81030'26"
0.32
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
B-6
BR Develop€Went Group, LLC
Watauga
36008'30"
81°30'24"
0.41
Chestnut
01284-Application Surface Irrigation
0.21
29.07
inches
B-7
13R Development Group, LLC
Watauga
36°08'31"
-8110'21"
0.54
Chestnut
01284 -Application Surface Irrigation
0.21
29,07
inches
B-8
BR Development Group, LLC
Watauga
36°08'30"
-8l°30'18"
0.53
Chestnut
01284-Application Surface Irrigation
0.21
29.07
inches
B-9
BR Development Group, LLC _
Watauga
36°08'30"
-81 °30'16"
0.54
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
B-10
BR Development Group, LLC
Watauga
36°08'30"
-819014"
0.52
Chestnut
01284 - Application Surface Irrigation
0.21
29,07
inches
B-1 I
�BR Development Group. LLC
Watauga
36°08'30"
-81'30'12"
0.48
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
13-12
BR Development Group, LLC
Watauga
36°08'30"
-811010"
OD 60
Chestnut
0 1284- Application Surface Irrigation
0.21
29,07
inches
C-1
BR Development Group, LLC
Watauga
36'08'29"
-819l'O1"
0,50
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
C-2
BR Development Group, LLC
Watauga
36°08'28"
-81 °31'07"
0,44
Chestnut
01284 -Application Surface Irrigation
0.21
29.07
inches
C-3
BR Development Group, LLC
Watauga
36°08'28"
-81 °3I' 10"
0.53
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
C-4
BR Development Group, LLC
Watauga
36°08'27"
-81.°31'08"
0.47
Chestnut
01294 Application Surface Irrigation
0.21
29.07
inches
C-5
BR Development Group, LLC
Watauga
36°08'27"
-81°31'07"
0.54
Chestnut
01284 - Application Surface Irrigation
0.21
29,07
inches
C-6
BR Development Group, LLC
Watauga
36°08'28"
-81 °31'04"
0.27
Chestnut
01284 -.Application Surface Irrigation
0.21
29.07
inches
m_mC-7
I3R Development Group, LLC
Watauga
36008'27"
-81 °3I'03"
0.51
Chestnut
01284 - Application Suriaee Irrigation
0,21
29,07
inches
WQ0029346 Version 1.4 Attachnnent B Page 2 of 6

C-8
BR Development Group, LLC
Watauga
36°08'25"
-81°3 i'03"
0.57
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
C-9
BIZ Development Group, LLC
Watauga
36D08'24"
-81'31'02"
0.57
Chestnut
01284 -Application Surface Irrigation
0.21
29.07
inches
C-10
BR Development Group, LLC
Watauga
36°08'27"
-81 °30'58"
0.58
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
C-1 I
I3R Development Group, f...LC:'
Watauga
3WOS'26"
-81°30'58"
0.54
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
C-12
BR Development Group, LLC
Watauga
36"08'25"
-81°30'59"�
0.56
Chestnut
01284 - Application Surface .Irrigation
0.21
29.07
inches
C-13
BR Development Group, LLC
Watauga
36°08'27"
-81'30'55"
0.62
Chestnut
01284 -- Applicatio.n Surface Irrigation
0.21
29.07
inches
C-14
BR Development Group, LLC
Watauga
36'08' 19"
-81'31'00"
0.63
Chestnut
U 1284 - Application Surface Irrigation
0.21
29.07
inches
C-15
BR Development Group, LLC
Watauga
36°08'18"
-81'3I'02"
0.53
Chestnut
01284 _ Application Surface Irrigation
0.21
29.07
inches
C-16
13R development Group, LLC
Watauga
36008'16"
-81 '30'58"
0.51
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
C-17
BR Development Group, LLC
Watauga
3V0815"
-81°30'58"
0.63
Chestnut
01284 _ Application Surface Irrigation
0.21
29.07
inches
C-18
BR Development Group, I,LC
Watauga
36'08'15'"
-81030'59"
0.56
Chestnut
01294 -Application Surface Irrigation
0.21
29.07
inches
C-19
BR Development Group, LLC
Watauga
36°08'15"
-81 °30'59"
0.54
Chestnut
01284 ._ Application Surface Irrigation
0.21
29.07
inches
C-20
BR Development Group, LLC
Watauga
36008' 14"
-81'30'60"
0.53
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
C-21
BR Development Group, LLC
Watauga
36°08' 14"
-8 F31'00"
0.48
Chestnut
01284 -- Application Surface Irrigation
0.21
29.07
inches
C-22
BR Development Group, L,LC
Watauga
36°08'12"
-81°30'54"
0.55
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
C-23
13RDevelopment Group,.LLC
Watauga
36'08'11"
-81°30'55"
0.50
Chestnut
01284-Application Surface Irrigation
0.21
29.07
inches
C-24
BR Development Group, LLC
Watauga
36°08'.11"
-81"30'55"
0.51
Chestnut
01284 --Application Surface Irrigation
0.21
29.07
inches
C-25
13R Development Group, LLC
Watauga
36M'10"
-81°30'49"
OA9
Chestnut
01284-Application Surface Irrigation
0.21
29.07
inches
C-26
BR Development Group, LLC
Watauga
36°08'09"
-81°30'50"
0.57
Chestnut
01284--Application Surface Irrigation
0.21
29.07
inches
C-27
BR Development Group, LLC
Watauga
36°08'09"
-81 °30'51"
0.54
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
C-28
BR Development Group, LLC
Watauga
36°08'08"
-81 °30'53"
0.48
Chestnut
01284 -- Application Surface Irrigation
0.21
29.07
inches
C 29
BR Development Group, LLC
Wilkes
36°08'01"
-81°30'41"
0.45
Chestnut
01284 - Application Surface Irrigation
U_2l
29.07
inches
^C-30
BR Development Group. LLC
Wilkes
36007'59"
-81'30'41"
0.56
Chestnut
01284 - Application Surface Irrigation
0.21
29.07
inches
C-31
BR Development Group, LLC
Wilkes
36°07'59"
-81 °30'39"
0.52
Chestnut
01284 -- Application Surface Irrigation
0.21.
29.07
inches
C-32
BR Development Group, LLC
Wilkes
36'07'52"
-81'30'37"
0.58
Chestnut
01284 Application Surf€ce Irrigation
0.21
29.07
inches
I
BR Development Group, LLC
Watauga
37°29'09"
-83°40'06"
8.47
Chestnut
01284 -- Application Surface Irrigation
0.21.
25.88
inches
2
BR Development Group, LLC
Watauga
3729'22"
-83'40-10"
9.88
Chestnut
01284 _Application Surface Irrigation
0.21
25.88
inches
3
--------- _
BRDevelopment Group, LLC
Watauga
37 o 29'29"
830 4031
5.07
Chestnut
01284-Application Surface hrrigation
0.21
25.88
inches
4
RR. Development Group, LLC.
Watauga
37029' 18"
-83°40'34"
7.35
Chestnut
01284 - Application Surface Irrigation
0.21
25.88
inches
WQ0029346 Version 1 A Attachment B Page 3 of

5
BR Development Group, LLC
Watauga
3729'34"
-83°40'40"
6.18
Chestnut
01284 - Application Surface Irrigation
0.21
25.88
inches
6
BR Development Group, LLC
Watauga
37'29'50"
-83040'42"
2.54
Chestnut
01284--Application Surface Irrigation
0,21.
25.88
inches
7
BR Development Group, LLC
Watauga
37°29'54"
-83°40'40"
13.06
Chestnut
01284 - Application Surface Irrigation
0.21
25.88
inches
8
BR Development Group. 1..,.I.,C:
Watauga
37°29'51"
-83°40'18"
4.39
Chestnut
01284 - Application Surface Irrigation
0,2.1
25.88
inehes
9
BR Development Group, LLC
Watauga
37°29'48"
-83'40'14"
7.14
Chestnut
01284 - Application Surface Irrigation
0.21
25.88
inches
10
BR Development Group, LLC
Watauga
37'29'47"
-83040'06"
5.01
Chestnut
01284 -- Application Surface Irrigation
0-21
25.89
inches
11
BR Development Group, LLC
Watauga
37°29'59"
-83°40'04"
7.11
Chestnut
01284 -Application Surface Irrigation
0.21
25.88
inches
12
BR Development Group, LLC
Watauga
37029'47"
-83°39'50"
8.89
Chestnut
01284 - Application Surface Irrigation
0.21
25.88
inches
13
BR Development Group, LLC
Watauga
37'29'49"
-83039'32"
3.63
Chestnut
01284 - Application Surface Irrigation
0,21
25.98
inches
14
BR Development Group, LLC
Watauga
37'29'44"
-83°39'25"
7.33
Chestnut
01284-Application Surface Irrigation
0,21
25.89
inches
15
13R Development Group. LLC
Watauga
37°29'33"
-83039'10"
9.33
Chestnut
01284 - Application Surface Irrigation
0.21
25.88
inches
16
M Development Group, LLC
Watauga
37"29'40"
-93,39,28" ...__._
9.54
Chestnut
Q1284-Application. Surface Irrigation
0,21
25.88
inches
17 -
13R Development Group, LLC
Watauga
37°29'39"
-83039'53"
_._._._ 3.61
Chestnut
01294 - Application Surface Irrigation
0.21
25.88
inches
18
BR Development Group. LLC
Watauga
37'29'27"
-83039'53"
9.46
Chestnut
0 12 84 -- Application Surface Irrigation
0-21.
25.88
inches
DR
BR Development Group, LLC
Watauga
37°29'18"
-83'39'49"
12.64
Chestnut
01284 -Application Surface Irrigation
0.21
25.88
inches
D-IA
BR Development Group, LLC
Wilkes
36' 07' 34"
-81' 29' 55"
0.80
Chestnut
01284 - Application Surface Irrigation
0.3
50.71
inches
D-113
BR .Development Group, LLC
Wilkes
360 07' 36"
-81' 29' 55"
0.80
Chestnut
01284 - Application Surface Irrigation
0.3
50.71
inches
D-2A
BR Development Group, LLC
Wilkes
360 07' 37"
-81" 29' 57"
0.81
Chestnut
01294 - Application Surface Irrigation
0.3
50.71
inches
D-2B
BR Development Group, LLC
Wilkes
360 07' 37"
-810 30' 01"
0.82
Chestnut
._.
01284 - Application Surface Irrigation
0.3
50.71
inches
D-3A
13R Development Group, LLC'
Wilkes
360 07' 39"
-8V 30' 01"
0.83
Chestnut
01284 -- Application Surface Irrigation
0.3
50.71
inches
D-313
13R Development Group, LLC
Wilkes
36° 07' 40"
-8I° 30' 02"
0.81
Chestnut
01284 --Application Surface Irrigation
0.3
50.71
inches
D-4A
BR Development Group, LLC
Wilkes
36° 07' 42"
-81° 30' 05"
0.83
Chestnut
01284 - Application Surface Irrigation
0.3
50.71
inches
D-413
BR Development Group, LLC
Wilkes
36° 07' 39"
-81" 30' 04"
0.83
Chestnut
01284 Application Surface Irrigation
0.3
50.71
inches
D-5A
13R Development Group, LLC
Wilkes
360 07' 38"
-8 t° 30' 08"
0.79
Chestnut
01284 - Application Surface Irrigation
0.3
50.71
inches
ID-5B
BR Development Group, LLC
Wilkes
36° 07' 38"
-8 10 30' 11"
0.79
Chestnut
01284 - Application Surface Irrigation
0.3
50.71
inches
D-6A
13R Development Group, LLC
Wilkes
36° 07' 37"
-81° 30' 11"
0.76
Chestnut
01284 - Application Surface Irrigation
0.3
50.71
inches
D-613 €
BR Development Group, LLC:
Wilkes
36" 07' 33"
-81° 30' 07"
0.79
Chestnut
01284 - Application Surface Irrigation
0.3
50.71
inches
D-7A
BR Development Group, LLC
Wilkes
36° 07' 35"
-810 30' 10"
0.80
Chestnut
01284-- Application Surface Irrigation
0.3
50.71
inches
D-7B €
BR Development Group, LL-C
Wilkes
36° 07' 33"
-810 30' 12"
0.81
Chestnut
01284 - Application Surface Irrigation
0.3
50.71
inches
WQ0029346 Version 1.4 Attachment .B Page 4 of 6

D-8A
BR Development Group,1,LC
Wilkes
36° 07' 35"
-81" 30' 14"
0.79
Chestnut
01284 -Application Surface Irrigation
0.3
50.71
inches
D-813
BR Development Group, LLC
Wilkes
36007' 36"
-81° 30' I5"
0.80
Chestnut
€I1284 - Application Surface Irrigation
0.3
50.71
inches
__._._._
Total
_.._._.._.....
...�.. _
1. Fields D-6B and D-7B are forbidden to receive any effluent that does not conform with 15A NCAC 02T .506(c).
WQ0029346 Version 1.4 Atta.chinent B Page 5 of 6

THIS PAGE BLANK
WQ0029346 Version 1.4 Attachment B Page 6 of 6

ATTACHMENT C — GIZOUNIDWATER MONITORING AND LIMITATIONS
Monitoring wells: CW-1, CW-2, CW-3, CW-4, CW-5, CW-6 and CW-7
Permit Number: WQ0029346 Version: 1.4
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
Parameter Description - Parameter Code
Daily Maximum
]Frequency Measurement
Sample Type
Footnotes
Carbon, Tot Organic (TOC) - 00680
mg/1
3 x Year
Grab
1,6
Chloride (as Cl) --- 00940 _
250
mgll
3 x Year
Grab
1
Coliform, Fecal ME -- 31616
#/100ml
3 x Year
Grab
1
Nitrogen, Ammonia "1`otal (as N) - 00610
mg/I
3 x Year
Grab
I
Nitrogen, Nitrate Total (as N)-00620
10
mg/l
3 x Year
Grab
1
pR---00400
6.5-8.5
S.U.
3 x Year
Grab
1,2
Solids, Total Dissolved- 180 Deg C - 70300
500
mg/1
3 x Year
Grab
I
Volatile Organic Compounds (GC/MS)- 78732
rngll
Annual
Grab
1, 4, 5
Water level, distance from measuring point-- 82546
$
3 x Year
Calculated
1,13
L 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 p11 shall be made after purging and prior to sampling for the remaining parameters.
3. The measuring point (top of well casing) ofall 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 daturn.
4. Volatile Organic Compounds (VOC) - In November only, analyze by one of the following methods:
a. Standard Method 623017), PQL at 0.5 pg/L or less
b. Standard Method 62101.), PQL at 0.5 pg/l, or less
C. EPA Method 8021, Low Concentration, PQL at 0.5 pgil, or less
& EPA Method 8260, Low Concentration, PQL, at 0.5 pg/L or less
e. 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 oi'Standard Method 62301),
c. The inethod used must provide a PQL of 0.5 pg/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 µ.gll, must be qualified (estimated) and reported.
5_ Ifany 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 fallow -up analyses required.
6. If TOC concentrations greater than 10 rng/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 exceedarrces 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 Figures 1 A and l B and this attachment.
WQ0029346 Version 1.4 Attachment C Page 1 of I