WQ0016376_Final Permit_20040402

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Michael F. Easley, Governor
4 y William G. Ross Jr., Secretary
p North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
April 2, 2004
Joseph P. Villari
S & J Villari Livestock
892 Penny Branch Rd
Warsaw NC 28398
Subject: Permit No. WQ0016376
S & J Villari Livestock Processing .Facility
Wastewater Surface Irrigation
Duplin County
Dear Mr. Villari:
In accordance with your request for modification received February 19, 2004, and subsequent additional information
received March 17, 2004, we are forwarding herewith Permit No. WQ0016376, dated April 2, 2004, S & J Villari Livestock
for the modification construction and continued operation of the subject wastewater treatment and surface irrigation facilities.
This pemidt approves permanent operation of a storage tank previously constructed under permit number `vVQ0022263, repair
and re -lining of the treatment storage lagoon on site, and approves a new center pivot irrigation system.
This permit shall be effective from the date of issuance until May 31, 2005, shall void Permit No. WQ0016376
issued July 3, 2003, and shall be subject to the conditions and limitations as specified therein. Please pay particular attention
to the monitoring requirements in this permit. Failure to establish an adequate system for collecting and maintaining the
required operational information will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be in the
form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made this permit
shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional information
concerning this matter, please contact Kim Colson at [phone] extension 540
Sincere T
Alan W. Klimek, E.
cc: Duplin County Health Department
Wilmington Regional Office, Water Quality Section
Wilmington Regional Office, Groundwater Section
Groundwater Section, Central Office
Cavanaugh Associates, P.A.
Steven J. Levitas, Kilpatrick Stockton LLP
Technical Assistance and Certification Unit
Water Quality Central Files
NDPU Files
iA
Non -Discharge Permitting Unit Internet http://h2o.enr.stELte.nc.us/ndpa l Cl
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
DENR Customer Service Center 'telephone [phone]
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NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SURFACE IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended,
and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
S & J Villari Livestock
Duplin County
FOR THE
continued operation of a 45,000 GPD (based on operation 5.5 days per week, for a maximum total of 247,500
gallons per week) surface irrigation treatment facility consisting of a T-R Solids Separator, a curbed 20 feet by 24
feet solids collection area with ieachate collection and daily solids rendering collection, a 10,000 gallon storage
tank, a 2,000 gallon pump tank with dual solids handling pumps, a 3,461,887 gallon (volume corrected based on
as -built information) synthetically lined anaerobic lagoon, a 1.88 million gallon above ground stainless steel
storage tank, and
replacement of the previously installed lagoon liner (new liner must meet requirements of 15A NCAC 2H
.0219(f)) and modification to the lagoon pumping system as needed, and modification of wastewater treatment
pumping system (temporary and permanent changes to be made),
construction of a new 20,683 gallon chlorine contact chamber (previously constructed chamber to be properly
abandoned), and addition of a new irrigation pump station with dual pumps,
continued operation of a solid set irrigation system to consist of 80 sprinklers in 13 irrigation zones covering
approximately 16 effectively irrigated acres, and construction and operation of a new center pivot irrigation
system effectively irrigating 23.11 acres,
to serveS & J Villari Livestock Processing Facility, with no discharge of wastes to the surface waters, pursuant to
the application received February 19, 2004, and subsequent additional information received by the Division, and
in conformity with the project plan, specifications, and other supporting data subsequently filed and approved by
the Department of Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until May 31, 2005, shall void Permit No.
WQ0016376 issued July 3, 2003, and shall be subject to the following specified conditions and limitations:
1. PERFORMANCE STANDARDS
1. The Permittee shall notify the Division irmnediately if the pending purchase of the new irrigation
field is delayed or prevented for any reason.

The Pernr.ittee shall take all possible measures to limit the damage to the existing vegetation on the
new irrigation field while grading and construction of the irrigation system are taking place. The
Permittee shall take all measures necessary to re-establish crops on all disturbed areas as quickly as
possible and to limit irrigation on any bare areas.
3. The Penmittee shall take all measures and precautions to ensure repairs to the lagoon are scheduled to
ensure adequate storage this winter. The Permittee shall ensure adequate planning to ensure that if it
is necessary to reduce influent flow during repairs and construction, that it will be done in enough
advance so that problems do not occur with wastewater storage levels. Influent flow shall be limited
to storage and disposal availability until all repairs, construction, and establishment of crops has been
concluded.
4. The Division has concerns regarding the duality of the current crops on both irrigation fields. It is
recommended that the Permittee continue to seek recommendations from an agronomist. The
Permittee shall be responsible for ensuring adequate measures are taken to provide the best conditions
for suitable crop growth and nutrient uptake.
Upon completion of construction/modifications and prior to operation of the new and modified
portions of this permitted facility, a certification must be received from a professional engineer
certifying that the permitted facility has been installed in accordance with this pennit, the approved
plans and specifications, and other supporting materials. If this project is to be completed in phases
and partially certified, you shall „retain the responsibility_to track further construction approved under
the same permit, and shall provide a final certificate of con 1p etion once the entire project has been
completed. Mail the Certification to the Non -Discharge Permitting Unit, Division of Water Quality,
1617 Mail Service Center, Raleigh, NC 27699-1617.
6. The Wilmington Regional Office, telephone number 910-395-3900, shall be notified at least forty-
eight (48) hours in advance of operation of the installed facilities so that an in -place inspection can be
made. Such notification to the regional supervisor shall be made during the normal office hours from
8.00 a.m.. until 5.00 p.m. on Monday through Friday, excluding State Holidays,
7. The surface irrigation facilities shall be effectively maintained and operated at all times so that there
is no discharge to the surface waters, nor any contamination of ground waters which will render them
unsatisfactory for normal use. In the event that the facilities fail to perform satisfactorily, including
the creation of nuisance conditions or failure of the irrigation area to adequately assimilate the
wastewater, the Permittee shall take immediate corrective actions including those actions that may be
required by the Division of Water Quality (Division), such as the construction of additional or
replacement wastewater treatment and disposal facilities.
8. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface
or groundwaters resulting from the operation of this facility.
9. The residuals generated from these treatment facilities must be disposed in accordance with General
Statute 143-215.1 and in a manner approved by the Division.
10. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
11. The following buffers shall be maintained at all times:
a) 400 feet between wetted area and any residence or places of public assembly under separate
ownership,
b) 150 feet between wetted area and property Iines,
c) 100 feet between wetted area and wells,
d) 100 feet between wetted area and drainage ways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between treatment/storage units and any wells, and
g) 50 feet between treatment units and property lines.

Any future modifications to this system will be expected to meet buffers required by the Division at
the time of permitting of the modification.
II, OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times.
2. Upon classification of the wastewater treatment and irrigation facilities by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), the Permittee shall designate and
employ a certified operator to be in responsible charge (ORC) and one or more certified operator(s) to
be back-up ORC(s) of the facilities in accordance with 15A NCAC 8G .0201. The ORC shall visit
the facilities in accordance with 15A NCAC 8G .0204 or as specified in this permit and shall comply
with all other conditions specified in these rules.
3. A suitable year round cover crop of Coastal Bermuda and small grain overseed shall be properly
maintained.
4. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the irrigation field.
6. 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.
7_ To ensure that the poor soils on site adequately assimilate the wastewater, the Operator in
Responsible Charge will carefully inspect the spray site every hour, paying particular attention to
areas under nozzles previously identified as A and B in Zones 2-5. Should saturated conditions exist,
or ponding occur, the irrigation event will be stopped and further inspection on the rest of the spray
area will occur. Should the Operator in Responsible Charge determine that the other spray area can
adequately assimilate additional wastewater, the above mentioned nozzles will be closed and the
irrigation event may continue with proper supervision_
8. The application rate on the existing solid set irrigation system shall not exceed a cumulative loading
of 45.33 inches over any twelve (12) month period at an instantaneous application rate not to exceed
0.6 inches per hour.
9, The application rate on the new center pivot irrigation system shall not exceed a cumulative loading
of 16 inches over any twelve (12) month period at an instantaneous application rate not to exceed 0.6
inches per hour.
10. The application of plant available nitrogen (by calculation) shall not exceed a cumulative loading of
300 pounds per acre per growing season of Coastal Bermuda grass (March - September) and a
cumulative loading of 50 pounds per acre per growing season of a winter cover crop (October -
March).
11. No type of wastewater other than that from S & J Villari Livestock Processing Facility shall be
irrigated onto the irrigation. area.
12. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
13. Public access to the land application sites shall be controlled during active site use. Such controls
may include the posting of signs showing the activities being conducted at each site.
14. Freeboard in the lagoon shall not be less than two (2) feet at any time.

15. A waste -level gauge shall be maintained to monitor waste levels in the treatment and storage lagoon.
This gauge shall have readily visible permanent markings indicating the maximum liquid level at the
top of the temporary liquid storage volume, minimum liquid level at the bottom of the temporary
liquid storage volume, and top of the dam elevations. Caution must be taken not to damage the
integrity of the liner when installing the gauge.
16. A protective vegetative cover shall be established and maintained on all earthen basin embankments
(outside toe of embankment to maximum pumping elevation), berms, pipe runs, erosion control areas,
and surface water diversions. Trees, shrubs, and other woody vegetation shall not be allowed to grow
on the earthen basin dikes or embankments. Earthen basin embankment areas shall be kept mowed or
other -wise controlled and accessible.
III. MONITORING AND REPORTING REQUIREMENTS
Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed
necessary by the Division to insure surface and ground water protection will be established and an
acceptable sampling reporting schedule shall be followed.
2. Influent flow shall be continuously monitored and daily flow values shall be reported on Form
NDMR.
Within 60 days of permit issuance, the Permittee shall install an appropriate flow measurement device
consistent with approved engineering and scientific practices to ensure the accuracy and reliability of
influent flow measurement. Flow measurement devices selected shall be capable of measuring flows
with a maximum deviation of less than. 10 percent from true flow, accurately calibrated at a minimum
of once per year, and maintained to ensure that the accuracy of the measurements is consistent with
the accepted capability of that type of device. Records of flow measurement device calibration shall
be kept on file by the Permittee for a period of at least three years. At a minimum, data to be included
in this documentation shall be:
a. Date of flow measurement device calibration
b. Name of person performing calibration
c. Percent from true flow
Plans and specifications for the flow measuring device shall be prepared by a licensed Professional
Engineer and submitted to the appropriate regional office 30 days prior to installation,
The effluent from the subject facilities shall be monitored by the Permittee after chlorination every
month for the following parameters:
BOD5 TSS
Fecal Coliform pH
NH3 as N NO2-NO3 as N
TKN Total Phosphorous
PAN By calculation
4. Surface monitoring of the adjacent Unnamed Tributary to Turkey Creek at the point where the
tributary first enters the property (to be referred to as Upstream SW on monitoring reports) and at the
downstream point where the tributary leaves the property (to be referred to as Downstream SW on
monitoring reports) shall be conducted monthly for the following parameters:
NO3-asN TKN
N113 as N Fecal Coliforms
Total Phosphorous
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Monitoring and analysis shall be conducted in accordance with 15NCAC 2B .0505(e)(4) and analysis
must be conducted by a DWQ Certified Laboratory as per 15NCAC 211.0800.
Adequate records shall be maintained by the Permittee tracking the amount of wastewater disposed.
These records shall 'include, but are not necessarily limited to, the following information:
a. date of irrigation,
b. volume of wastewater irrigated (determined by flow meter on effluent pump station),
c. field irrigated,
d. length of time field is irrigated,
c. continuous weekly, monthly, and year-to-date hydraulic (inches/acre)'loadings for each field,
£ continuous weekly, monthly, and year-to-date plant available nitrogen (PAN) (inches/acre)
loadings for each field,
g. weather conditions, and
h. maintenance of cover crops.
6. Freeboard in the lagoon shall be recorded at least weekly.
7. Three (3) copies of all monitoring data (as specified in condition III 2, III 3 and 1114) on Form
NDMR-1 and three (3) copies of all operation and disposal records (as specified in condition III 5,
and 111 6) on Form NDAR-1 and IRR-2 (for plant available nitrogen loadings) shall be submitted
monthly on or before the last day of the following month. All information shall be submitted to the
following address:
NC Division of Water Quality
Water Quality Section
Non -Discharge CompliancelEnforcernent Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
8. A representative annual soils analysis (Standard Soil Fertility Analysis) shall be conducted on each
irrigation field and the results maintained on file by the Permittee for a minimum of five years. The
Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the following
parameters:
Acidity
Calcium
Copper
Magnesium
Cation Exchange Capacity
Manganese
Percent Humic Matter
Potassium
Sodium
pH Zinc
Exchangeable Sodium Percentage Phosphorus
Ease Saturation ,\by calculation)
9. An annual report shall be submitted to the Division, on or before March 1st of the following year,
outlining the operation and maintenance techniques used to prevent nuisance conditions. This report
shall be submitted to the Division of Water Quality, Wilmington Regional Office, 127 Cardinal Drive
Extension, Wilmington, NC 27889 and shall include, but not be limited to:
Operation and Maintenance Schedule(s)
Equipment repair and replacement
Odor Control measures
Complaints lodged by citizens
10. Noncompliance Notification:
Annual Soils Analysis
Lime Application Records, if applicable
Cover Crop Harvest Dates & Yields
Other Field Maintenance Activities
The Permittee shall report by telephone to the Wilmington Regional Office, telephone number 910-
395-3900, as soon as possible, but in no case more than 24 hours or on the next working day
following the occurrence or first knowledge of the occurrence of any of the following:

a. Any occurrence at the wastewater treatment facility which results in the treatment of significant
amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the
contents of a sludge digester; the known passage of a slug of hazardous substance through the
facility; or any other unusual circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of
adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators,
compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such station or facility.
d. Any time that self -monitoring information indicates that the facility has gone out of compliance
with its permit limitations.
Occurrences outside normal business hours may also 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 (5) days following first knowledge of the occurrence. This report must outline the actions taken
or proposed to be taken to ensure that the problem does not recur.
IV. GROUNDWATER REOUIREMENTS
1. Prior to beginning waste disposal operations 4 new monitor well(s), 1 upgradient and 3 downgradient
of the new irrigation area, shall be installed to monitor groundwater quality. The well(s) shall be
constructed such that the water level in the well is never above or below the screened. (open) portion
of the well at any time during the year. The general location and name for each well is marked on
Figure 1. Each monitoring well shall be Iocated at the Review boundary, constructed in accordance
with this permit. The Wilmington Regional Office has reviewed the previously installed
monitoring wells in the area of the new irrigation field, and hereby approves their locations.
The new well(s) must be constructed by either a North Carolina Certified Well Contractor, the
property owner, or the property lessee according to General Statutes 87-98.4(b)(2). If the construction
is not performed by a certified well contractor, the property owner or lessee, provided that they are a
natural person:, must physically perform the actual well construction activities. All well(s) must be
constructed according to the North Carolina Well Construction Standards (15A NCAC 2C .0108) and
any local county rules.
Within sixty (60) days of permit issuance and prior to beginning waste disposal operations, the water
supply well located within the new sprayfield area shall be permanently abandoned. Within thirty (30)
days of abandonment, a Well Abandonment Record (GW-30 form) shall be completed for each well
abandoned and mailed to the address listed in the "Reporting / Documentation" section of the
Groundwater Requirements. The well(s) must be abandoned by either a North Carolina Certified Well
Contractor, the property owner, or the property lessee according to General Statutes 87-98.4(b)(2). If
the abandonment is not performed by a certified well contractor, the property owner or lessee must
physically perform the actual well abandonment activities and the well(s) must be abandoned
according to the North Carolina Well Construction Standards (15A NCAC 2C .0113) and local
county rules.
Within thirty (30) days of completion of all well construction activities, a certification must be
received from a professional engineer or a licensed geologist certifying that the monitoring well(s) are
located according to this permit.
2. Monitor wells MW-1, MW-2, MW-3, MW-4 (existing wells), and MW-5, MW-6, MW-7, MW-8
(new wells) shall be sampled initially after construction (MW-5 through MW-8 only) and thereafter
every April, August, and December for the parameters listed below. The measurement of water levels

must be made prior to sampling for the remaining parameters. prior to sampling the parameters, the
measurement of water levels must be taken. The depth to water in each well shall be measured from
the surveyed point on the top of the casing. The measuring points (top of well casing) of all
monitoring wells shall be surveyed relative to a common datum.
Water Level pH
Total Ammonia Fecal Coliforms
Nitrate Nitrogen Total Organic Carbon (TOC)
Total Dissolved Solids (TDS) Chloride
Total Phosphorous Volatile Organic Compounds - In December only
3. For Total Organic Carbon (TOC), if concentrations greater than 10 mg/1 are detected in any down -
gradient monitoring well, additional sampling and analysis must be conducted to identify the
individual constituents comprising this TOC concentration. If the TOC concentration as measured in
the background monitor well exceeds 10 mg/l, this concentration will be taken to represent the
naturally occurring TOC concentration. Any exceedances of this naturally occurring TOC
concentration in the down -gradient wells shall be subject to the additional sampling and analysis as
described above.
4. For Volatile Organic Compounds sampled in December only use only one of the following methods:
(A) Standard Method 6230D, PQL at D.5 ug/L or less
(B) Standard Method 621 OD, PQL at 0.5 ug/L or less
(C) EPA Method 8021, Low Concentration, PQL at 0.5 ug/L or less
(D) EPA Method 8260, Low Concentration, PQL at 0.5 ug/L or less
(E) Another method with prior approval by the Groundwater Section Chief
Any method used must at a minimum, include all the constituents listed in Table VIII of Standard
Method 6230D. Any method used must provide a PQL of 0.5 ug/L or less, which must be
supported by laboratory proficiency studies as required by the DWQ Laboratory Certification
Unit. Any constituents detected above the Method Detection Limit (MDL) but below the PQL of
ug/L or less must be qualified (estimated) and reported.
5. Any laboratory selected to analyze parameters must be Division certified for the parameters required.
All reports and documentation (GW-1, GW-30, GW-59) shall be mailed to the following address:
Groundwater Section
Permits and Compliance Unit
1636 earl Service Center
Raleigh, NC 27699-1636
For the initial sampling of the well(s), the permittee shall submit a copy of the GW-1 Form (Well
Construction Record) with the Compliance Monitoring Form (GW-59) for each well to the address
listed in the "Reporting / Documentation" section of the Groundwater Requirements. Initial
Compliance Monitoring Forms that do not include copies of the GW-1 form may be returned to the
permittee without being processed. Failure to submit these forms as required by this permit may
result in the initiation of enforcement activities pursuant to NC General Statutes 143-215.6A
8. The results of the sampling and analysis must be received on Form GW-59 (Groundwater Quality
Monitoring: Compliance Report Form) by the Groundwater Section, Permits and Compliance Unit,
on or before the last working day of the month following the sampling month. The data of all
groundwater sampling analyses required by the permit conditions must be reported using the most
recent GW-59 form along with attached copies of the laboratory analyses.
9. Within sixty (60) days of completion of monitoring well(s) MW- 5, MW- 6, MW- 7 and MW- 8, the
permittee shall submit two original copies of a scaled site map (scale no greater than 1 "=100');
7

V.
however, special provisions may be granted upon prior approval for large properties. The map(s)
must include the following information:
1) The location and identity of each monitoring well.
2) The location of major components of the waste disposal system.
3) The location of property boundaries within 500 feet of the disposal area(s).
4) The latitude and longitude of the established horizontal control monument.
5) The elevation of the top of the well casing (which shall be known as the "measuring point")
relative to a common datum.
6) The depth of water below the measuring point at the time the measuring point is established.
7) The location of Review and Compliance boundaries.
8) The date the map is prepared and/or revised.
Control monuments shall be installed in such a manner and made of such materials that the
monument will not be destroyed due to activities that may take place on the property. Maps and any
supporting documentation shall be sent to the Groundwater Section as addressed in the "Reporting /
Documentation" above.
The permittee is responsible for the geographic accuracy of any snap submitted, however produced
10. Waste application activities should not occur when the vertical separation between depth of
application and the water table is at less than three feet. Verification of the water table elevation can
be confirmed by water level readings obtained from the monitor well(s) near the site or auger
boring(s), which should be done within 24 hours, prior to application of wastewater. Any open
borings roust be properly filled with native soil, prior to application to decrease the chance of any
waste contaminating the groundwater.
11. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A NCAC
2L, Groundwater Classifications and Standards. The Compliance Boundary is for the disposal
system constructed after December 31, 1983 is established at either (1) 250 feet from the waste
disposal area, or (2) 50 feet within the property boundary, whichever is closest to the waste disposal
area. An exceedance of Groundwater Quality Standards at or beyond the Compliance Boundary is
subject to immediate remediation action in addition to the penalty provisions applicable under
General Statute 143-215.6A(a)(1).
1n accordance with I SA NCAC 2L, a REVIEW BOUNDARY is established around the disposal
systems midway between the Compliance Boundary and the perimeter of the waste disposal area.
Any exceedance of standards at the Review Boundary shall require remediation action on the part of
the permittee.
12. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper
operation of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent
malfunctions and deterioration, operator errors and discharges which may cause or lead to the release
of wastes to the environment, a threat to human health, or a nuisance. The Permittee shall keep an
inspection log or summary including at least the date and time of inspection, observations made, and
any maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections shall
be maintained by the Permittee for a period of three years from the date of the inspection and shall be
made available upon request to the Division or other permitting authority.

3. Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the disposal site or
facility at any reasonable time for the purpose of determining compliance with this permit; may
inspect or copy any records that must be maintained under the terms and conditions of this permit,
and may obtain samples of groundwater, surface water, or leachate.
VI. GENERAL CONDITIONS
This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or
there is a name change of the Permittee, a formal permit request must be submitted to the Division
accompanied by an application fee, documentation from the parties involved, and other supporting
materials as may be appropriate. The approval of this request will be considered on its merits and
may or may not be approved.
4. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
5. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances which may be imposed by other government agencies (local, state,
and federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A
NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Chapter 4 and under
the Division's General Permit NCG010000, and any requirements pertaining to wetlands under 15A
NCAC 2B .0200 and 2H .0500.
6. A set of approved plans and specifications for the subject project must be retained by the Permittee
for the life of the project.
7. The annual administering and compliance fee must be paid by the Pennittee within thirty (30) days
after being billed by the Division. Failure to pay the fee accordingly may cause the Division to
initiate action to revoke this permit as specified by 15A NCAC 2H .0205 (c)(4).
S. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its extension.
Upon receipt of the request, the Commission will review the adequacy of the facilities described
therein, and if warranted, will extend the permit for such period of time and under such conditions
and limitations as it may deem appropriate.
Permit issued this the 2"d day of April, 2004
NORTH C OLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-2�2145Z, //Z
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0016376

Pernxit No. WQ0016376
April 2, 2004
ENGINEER'S CERTIFICATION
Partial Final
as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project,
Project Nance
Location and County
for the Perrnittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and intent of
this permit, the approved plans and specifications, and other supporting materials.
Signature
Date
Registration No.
10

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