WQ0034234_Final Permit_20100331

, a,;- 7A
MCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Glenn H. Garrett, Manager
301 Properties -NC, LLC
451 Landmark Drive
Wilmington, North Carolina 28412
Dear Mr. Garrett:
Division of Water Quality
Coieen H. Sullins
Director
March 31, 2010
Subject: Permit No. WQ0034234
Cedarbrook Arabians
Dee Freeman
Secretary
Wastewater Irrigation System
New Hanover County
In accordance with your permit application request received July 14, 2009, and subsequent
additional information received November 24; December 21, 2009, January 21, January 26, March 9, and
March 26, 2010, we are forwarding herewith Permit No. WQ0034234, dated March 31, 2010, to 301
Properties — NC, LLC for the construction and operation of the subject wastewater treatment and
wastewater irrigation facilities.
On August 5, 2009, Session Law 2009-406, entitled "An Act to Extend Certain Government
Approvals Affecting the Development of Real Property Within the State," was enacted by the General
Assembly and signed into law. The Act, known as the Permit Extension Act of 2009, extends the
expiration date of certain government approvals and permits. Therefore, this permit shall be effective
from the date of issuance until December 31, 2015, and shall be subject to the conditions and limitations
as specified therein. 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.
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh. North Carolina 27699-1636
Location: 2728 Capital Boulevard. Raleigh, North Carolina 27604
Pnone: 919-733-3221 '� FAX 1: 919-715-0588: FAX 2: 919-715-60481 Customer Service: 1-877-623-6748
Internet: www.ncwateroualitv.m
An Eouai ppoortunity', Affirmative Action Employe!
OIle
NorthCaroI.ina
Naturally

Mr. Garrett
March 31, 2010
Page 2of `2
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Alice M. Wessner at [phone] or
alice.wessnerfuwncdenr. gov.
Sincerely,
/— i�'�
Coleeri H. Sullins
cc: New Hanover County Health Department
Wilmington Regional Office, Aquifer Protection Section
Douglas Haggett, P.E., Haggett Engineering Associates, 5307 South College Road, Wilmington,
NC 28412
Technical Assistance and Certification Unit
Permit File WQ0034234
Notebook File WQ0034234

s
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
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
301 Properties -NC, LLC
New Hanover County
FOR THE
construction and operation of a 605 gallon per day (GPD) wastewater treatment and wastewater irrigation
facility consisting of a 1250 gallon baffled septic tank with effluent filter, a 1275 gallon pump tank with
dual 16 gallon per minute (GPM) submersible pumps, 1345 linear feet of 1 '/" schedule PVC force main,
a 1500 gallon baffled septic tank with effluent filter, a 1763 gallon recirculation tank with two 20 GPM
submersible pumps, a 8 ft x 8 ft x 3 ft EZ Treat pod filter (recirculating fixed film biological reactor), a
4650 gallon effluent dosing tank with dual 7.23 GPM pumps, an automatic filter and backwashing valve,
two 10 GPM each E-Z UV 1000 ultraviolet disinfection units, two 10 GPM Hersey effluent flow
measuring devices, 5040 square feet of wetted area of drip irrigation with four equal zones of 1260 square
feet each, a 60 kW generator with an automatic transfer switch, a Rainbird rain sensor connected to logic
circuitry, a visual and an audible alarm to serve Cedarbrook Arabians, with no discharge of wastes to
surface waters, pursuant to the application received July 14, 2009, and subsequent additional information
received by the Division of Water Quality on November 24, December 21, 2009, January 21, January 26,
March 9, and March 26, 2010, 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 December 31, 2015, and shall be subject to the following specified conditions and limitations:
I. SCHEDULES
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 with 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 project has
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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2. The Wilmington 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. 11"15
The Wilmington Regional Office, telephone number [phone], shall approve monitoring wells
MW-1, MW-2, MW-3 and MW-4 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 made 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 Figure 1.
4. 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. At a minimum, the map shall include the following
information:
a. The latitude, longitude 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.
g. 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.
In accordance with 15A NCAC 02H .0404(e), if the subject wastewater treatment or disposal
facilities are in noncompliance with the terms and conditions of this permit, governing statutes or
regulations, the subject facilities shall be connected to an operational publicly owned wastewater
collection system within 180 days of its availability. Prior to the initiation of these connection
activities, appropriate Division approval shall be received.
II. PERFORMANCE STANDARDS
1. 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 drip irrigation areas to adequately
assimilate the effluent, the Permittee shall take immediate corrective actions including Division
required actions, such as the construction of additional or replacement wastewater treatment or.
disposal facilities.
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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.
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 drip irrigation system shall be connected to a rain or moisture sensor, which shall prevent
effluent application in accordance with Conditions I11.4. and 111.5. of this permit.
7. A usable green area shall be maintained for effluent disposal. The green area shall have the capability
of accommodating the facility's average daily flow without exceeding the green area loading rates.
As defined in 15A NCAC 02H .0404(g)(7), a "green area" is an area suitable for waste disposal,
either in its natural state or which has been modified by planting a vegetative cover of grasses or low
growing shrubbery.
8. The compliance boundary for the disposal system shall be specified in accordance with 15A NCAC
02L .0107(b). - This disposal system was individually permitted on or after December 30, 1983;
therefore, the compliance boundary is established at either 250 feet from the effluent disposal area, or
50 feet within the property boundary, whichever is closest to the effluent disposal area. An
exceedance of groundwater standards at or beyond the compliance boundary is subject to remediation
action according to 15A NCAC 02L .0106(d)(2) as well as enforcement actions in accordance with
North Carolina General Statute 143-215.6A through 143-215.6C.
9. In accordance with 15A NCAC 02L .0108. the review boundary is established midway between the
compliance boundary and the effluent disposal area. Any exceedance of groundwater standards at the
review boundary shall require action in accordance with 15A NCAC 02L .01106.
10. 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.
11. In accordance with 15A NCAC 02L .0107(d), no wells, excluding Division approved monitoring
wells, shall be constructed within the compliance boundary except as provided for in 15A NCAC 02L
.0107(g).
12. 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 New
Hanover 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.
13. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for the irrigation sites outlined in this permit that are 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
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ii. Any habitable residence or place of public assembly owned by the Permittee:
15
iii. Any private or public water supply source:
100
iv. Surface waters:
100
v. Groundwater lowering ditches:
100
vi. Surface water diversions:
25
vii. Any well with exception of monitoring wells:
100
viii. Any property line:
50
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
xvi. Impounded public water supplies:
500
xvii. Public shallow groundwater supply:
500
b. The setbacks for the storage and treatment units listed in this permit which are 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 private or public water supply source: 100
iii. Surface waters: 50
iv. Any well with exception of monitoring wells: 100
v. Any property line: 50
M. 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, which at a minimum shall include operational
functions, maintenance schedules, safety measures and a spill response plan.
2. 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.
3. A suitable year round vegetative cover shall be maintained at all times including the removal of
clippings, such that crop health is optimized, allows for even distribution of effluent and allows
inspection of the drip irrigation system.
4. Adequate measures shall be taken to prevent effluent ponding in or runoff from the drip irrigation
sites listed in Attachment B.
5. Drip irrigation shall not be performed during inclement weather or when the ground is in a condition
that will cause ponding or runoff.
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6. 'All irrigation 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 from the Cedarbrook Arabians facility shall be irrigated on the sites listed in
Attachment B.
8. 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 performed.
10. Public access to the irrigation sites and wastewater treatment facilities shall be prohibited.
11. The residuals generated from the wastewater treatment facilities shall be disposed or 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 untreated or partially treated wastewater from the treatment facilities is
prohibited.
IV. MONITORING AND REPORTING REQUIREMENTS
1. 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 average flow values
shall be reported on Form NDMR. Flow may be estimated from water use records, provided the
Permittee's water use is metered. Daily average flow values shall be calculated by dividing the
monthly metered water usage by the number of days in the month.
4. The Permittee shall monitor the effluent from the subject facilities at the frequencies and locations for
the parameters specified in Attachment A.
5. The Permittee shall maintain adequate records tracking the amount of effluent irrigated. At a
minimum, these records shall include the following information for each irrigation site listed in
Attachment B:
a. Date of irrigation;
b. Volume of effluent irrigated;
c. Site irrigated;
d. Length of time site is irrigated;
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) 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.
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Three copies of all monitoring data (as specified in Conditions IV.3. and IV A.) on Form NDN4R for
each PPI and three copies of all operation and disposal records (as specified in Conditions IV.5. 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.
8. 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. Visual observations of the plant and plant site; and
c. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing,
inspections and cleanings, etc.).
9. Monitoring wells shall be sampled after construction and within 3 months prior to initiating non -
discharge disposal 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
forms and monitoring data shall refer to the permit number and the well nomenclature as provided in
Attachment C and Figure 11.
10. 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 Permittee without being processed.
11. 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
M
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' 12. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on
each irrigation site 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
13. Noncompliance Notification:
The Permittee shall report by telephone to the Wilmington Regional Office, telephone number (910)
796-7215, 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 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 reporting 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 recur.
V. INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
wastewater treatment and disposal facilities.
2. The Permittee or their designee shall inspect the wastewater treatment and disposal 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 and disposal 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.
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VI. GENERAL CONDITIONS
1. 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.
3. 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 name, 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 .01050).
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
shall 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 revoke this permit pursuant to 15A
NCAC 02T .0105(e) (3).
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Permit issued this the 3 1 " day of March 2010
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-ar oleen. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0034234
WQ0034234 Version 1.0 Shell Version 090806 Page 9 of 12

Permit No. WQ0034234
301 Properties -NC, LLC
Cedarbrook Arabians
ENGINEERING CERTIFICATION
❑ Partial ❑ Final
Wastewater Irrigation
March 31, 2010
New Hanover County
In accordance with ISA 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
Mailing Address
City State Zip
Telephone E-mail NC PE Seal, Signature & Date
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: By Courier/Special Delivery:
1636 MAU, SERVICE CENTER 2728 CAPITAL BOULEVARD
RALEIGH, NORTH CAROLINA 27699-1636 RALEIGH, NORTH CAROLINA 27604
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ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001 — WWTF Effluent
Permit Number: WQ0034234 Version: 1.0
EFFLUENT CIIARACTERISTICS
EFFLUENT LIMITS
MONITORING
REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Mean Monthly Geometric
Daily Minimum
Daily Maximum
Measurement
Frequency'
Sample
Type
Flom, in a conduit or thru treatment plant - 50050
605
gpd
Continuous
Recorder
Colil'orm. Fecal NIF. M-FC 13roth.44.5C - 31616
200
#/1001111
3 x year
Grab
Chloride (as Cl) - 00940
3 x year
Composite
Solids. Total Suspended - 00530
30
mg/I
3 x year
Composite
1301). 5-nay (20 Deg. C) - 00310
30
mg/I
3 x year
Composite
Nitrogen. Ammonia Total (as N) - 00610
15
mg/1
3 x year
Composite
pi I - 00400
Weekly
Grab
Nitrogen. Nitrate Total (as N) - 00620
3 x year
Composite
Nitrogen. Kieldahl. Total (as N) - 00625
3 x year
Composite
Solids. Total Dissolved - 70300
3 x year
Composite
'3 x year sampling shall be conducted during March, July and November.
WQ0034234 Version 1.0 Attachment A Page I oft

THIS PAGE BLANK
WQ0034 ` ersion 1.0 Attachment A je 2 of 2

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS Permit Number: WQ0034234
301 Properties -NC, LLC — Cedarbrook Arabians
Version: 1.0
IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Basin /
FieldAcren
Owner
County
Latitude
Longitude
Net
a
Dominant
Soil Series
Parameter
llourly
Rate
Yearly
Max
Units
1/1
301 Properties -NC. LLC
New Ilanover
34°17'28.91"
77°48'53.84"
.029
Leon
01284 - Application Surface Irrigation
.016
70.3
inches
1/2
301 Properties -NC. LLC
New Hanover
34'17'28.79"
77148'53.85"
.029
Leon
01284 - Application Surface Irrigation
.016
70.3
inches
113
301 Properties -NC, LLC
New I lanover
34°17'28.68"
77°48'53.85"
.029
Leon
01284 - Application Surface Irrigation
.016
70.3
inches
1/4
301 Properties -NC, LLC
New Hanover
34°17'28.56"
77048'53.85"
.029
Leon
01284 - Application Surface Irrigation
.016
1 70.3
inches
Totals
0.116
WQ0034234 Version 1.0 Attachment B Page 1 of 2

THIS PAGE BLANK
WQ00341jersion 1.0 J Attachment B age 2 of 2
w

Ic
ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS
Monitoring wells: MW-1, MW-2, MW-3 and MW-4
Permit Number: WQ0934234 Version: 1.0
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
Parameter Description - Parameter Code
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
Water level, distance from measuring point - 82546
ft
3 x year
Calculated
Coliform. Fecal N1F, M-FC Broth,44.5C - 31616
#/100ml
3 x year
Grab
1
Solids, Total Dissolved- 180 Deg.0 - 70300
500
mg/I
3 x year
Grab
pH - 00400
6.5-8.5
S.U.
3 x year
Grab
1.2
Carbon. Tot Organic (TOC) - 00680
mg/1
3 x year
Grab
Nitrogen. Nitrate Total (as N) - 00620
10
mg/I
3 x year
Grab
Chloride (as CI) - 00940
250
mg/I
3 x year
Grab
I
Nitrogen. Ammonia Total (as N) - 00610
mg/1
3 x year
Grab
I
Volatile Organic Compounds (GC/NIS) - 78732
mg/i
Annually
Grab
1,4
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 pi I shall he made after 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 pg/1, or less
b. Standard Method 62101), PQL at 0.5 lig/L or less
c. EPA Method 8021, Low Concentration, PQL at 0.5 lig/L or less
d. CPA Method 8260, Low Concentration, PQL at 0.5 ltg/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 Vill of Standard Method 6230D.
c. The method used must provide a PQL of 0.5 lig/L or less that must be supported by laboratory proficiency studies as required by the DWQ Laboratory Certification Unit. Any constituents
detected above the NIDL but below the PQL of 0.5 lrg/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 Wilmington Regional Office Aquifer Protection Supervisor. telephone
number [phone], must be contacted immediately Ibr further instructions regarding any, additional follow-up analyses required.
6. If TOC concentrations greater than 10 nig/I are detected in any downgradient monitoring well, additional sampling and analysis must be conducted to identify the individual constituents
comprising this 7'OC concentration. If the TOC concentration as measured in the background monitor well exceeds 10 mg/I, this concentration will be taken to represent the naturally occurring
TOC concentration. Any exceedances of this naturally occurring'rOC 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 I and this attachment.
WQ0034234 Version 1.0 Attachment C Page I o.f i

WATER POLLUTION CONTROL SYSTEM OPE-:ATORS
CERTIFICATION COMMISSION
CLASSIFICATION
RATING SHEET FOR WATER POLLUTION CONTROL SYSTEMS
FACILITY INFORMATION:
NAME OF FACILITY: ->
MAILING ADDRESS:
COUNTY:/iicg,f� +%ice
CONTACT PERSON: / �� + d. 2 6dj TELEPHONE: a .i) 36-:2 f deV t
PERMIT NO: 11U Check One: NC WQ HEALTH DP__
TELEPHONE: (�
RATING INFORMATION: (Before completing this section, please refer to pages 2-4)
PERMITTED FLOW: 00060MGD
CHECK CLASSIFICATION: WASTEWATER: 1
COLLECTION: 1
SPRAY IRRIGATION v SUBSURFACE
PHYSICAUCHEMICAL GRADE I
BNR? YES
2 ✓ 3
2 3
LAND APPLICATION
GRADER
r
RATED BY: 3, REGION: i) DATE:
REGIONAL OFFICE TELEPHONE NUMBER: 'ICE l ?� /,?V / EXT:
T-=u l rye rv17 Vl
T,
r✓
NO I.z
4
4

Classification of Biological Water Pollution Control Treatment Systems:
Grade I Biological WPCS
- Septic tank/sand filter systems
- Biological lagoon systems
- Constructed wetlands and associated appurtenances
C/ Grade II Biological WPCS
-�� - Systems that utilize an activated sludge or fixed growth process with a permitted flow
less than or equal to 0.5 million gallons per day (mgd)
Grade III Biological WPCS
- Systems that utilize an activated sludge or fixed growth process with a permitted flow
of greater than 0.5 through 2.5 million gallons per day (mgd)
- Grade H systems that are required to achieve biological nutrient reduction *
Grade IV Biological WPCS
- Systems that utilizing an activated sludge or fixed growth process with a permitted flow
of greater than 2.5 million gallons per day (mgd)
- Grade III systems that are required to achieve biological nutrient reduction
* Biological Nutrient Reduction -
The reduction of total nitrogen or total phosphorous by an activated sludge or fixed growth
process as required by the facilities permit.
Classification of Collection Water Pollution Control Systems:
(whichever provides lowest grade)
Same grade as biological water pollution control system. Grade of system:
—.�ZBased on population served:
1,500 or Less = Grade I
1,501 to 15,000 = Grade U
15,001 to 50,000 = Grade III
50,001 or more = Grade IV

Classification of Spray Irrigation Water Pollution Control Systems:
Systems which utilize spray irrigation for the reuse or disposal of wasterwater.
These systems include: septic tanks, sand filter, oil/water separators, lagoons,;'=j. Jt4t' storage basins, screening, sedimentation. Systems other than those listed above
shall be subject to additional classification.
----------- ----------------------------------------------------------------------------------------------------------
Classification of Land Application of Residuals Systems:
Systems permitted and dedicated for land application of residuals that are produced by a
water pollution control system or contaminated soils.
-----------------------
- ------------------------------------------------ -
• S
:,.
Classification of PhysicaUChemical Water Pollution Control Treatment Systems:
,N
Grade I Physical/Chemical: Any water pollution control'system that utilizes a primarily
physical process to treat wastewater. This classification includes groundwater
remediation systems. **
Grade II Physical/Chemical: Any water pollution control system that utilizes a primarily
chemical process to treat wastewater. This classification includes reverse osmosis, ;
electrodialysis, and ultrafiltration systems. **
A :
** Any water pollution control system that utilizes a phyicaUchemical process to enhance an
activated sludge or fixed growth process, shall not be subject to additional classification.
----------------------------- ----------------------------- ---------------- -----------------------------------------�--
Classification of Subsurface Water Pollution Control Systems:
Systems which utilize the'soil for subsurface treatment and disposal of wastewater
and/or are required to have a certified operator under 15A NCAC 18A.1961. ***
*** Any subsurface system that has as part of its treatment process a water pollution control
systems that may be classified under Rules .0302 through .0307 of this section shall be
subject to addional classification.

smoord-bMW
Tg!
III
_4 1 '42
SCALE 1:24 000

This is nat a permit
Thm is not a survey
Figure 1
Figure 1
Glenn Garrett Tract
25 Yvonne Dr., New Hanover County
Groundwater Flow Direction at the
Proposed Irrigation Area
December 17, 2009
Scale 1 "= 50'
1 Groundwater Flow Direction (SE)
-- -- -- Head Equipotentiometric Line
15,72 feet Head Relative Elevation
Land Martagenient Group, lnc.
EnvironrnrnWl Caruullanrs
PO Box 2522
Witmin97an, HC 28465
w LMG—p-1
r,-.1-9 by BJLS.
Job R ]o-0B-267

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