WQ0012796_Final Permit_20030814

Michael F. Easley, Governor
'0 G William G. Ross Jr., Secretary
� rr' North Carolina Department of Environment and Natural Resources
a Alan W. Klimek, F.S., Director
Division of Water Quality
August 14, 2003
Mr. Jacob Turnage, President
Lakeview Packing Company, Inc.
584 Lakeview Rd
LaGrange NC 28551
Subject: Permit No. WQ0012796
Lakeview Packing Company
Wastewater Surface Irrigation
Greene County
Dear Mr. Turnage:
In accordance with your request for renewal and modification received December 27, 2001, and subsequent
additional information received March 22, 2002, April 29, 2002, May 28, 2002, August 16, 2002, November 7, 2002, May 8,
2003, June 22, 2003, August 4, 2003 and August 11, 2003, we are forwarding herewith Permit No. WQ0012796, dated
August 14, 2003, to Lakeview Packing Company, Inc. for the continued operation of the subject wastewater treatment and
surface irrigation facilities and the construction and operation of additional irrigation areas. This permit increases the
approved acreage for wastewater irrigation as well as decreases the total flow approved to the wastewater treatment and
disposal system to address nutrient limitations of the irrigation (fields.
This permit shall be effective from the date of issuance until July 31, 2008, shall void Permit No. WQ0012796
issued May 27, 1997, and shall be subject to the conditions and limitations as specified therein. Please pay particular
attention to the monitoring requirements in this permit. Failure to establish an adequate system for collecting and
maintaining the required operational information will result in future compliance problems.
Please read this permit very carefully. New permit conditions have been included to address nutrient
applications on the irrigation areas.
. If any parts, requirements, or Iimitations 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 150E 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 yo . If you need additional information
concerning this matter, please contact Sue Homewood at [phone] extensio 2.
Sincer y
.Alan W. Klimek, P.E.
cc: Greene County Health Department
Washington Regional Office, Water Quality Section
Washington Regional Office, Groundwater Section
Groundwater Section, Central Office
Richard B. Moore, P.E., McDavid Accociates, Inc.
Technical Assistance and Certification Unit
Water Quality Central Files
NDPU Files:,
Non -Discharge permitting Unit Internet http://h2o.enr.state.nc.us/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled/l0% post -consumer paper

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
Lakeview Packing Company, Inc.
Greene County
FOR THE
continued operation of a 16,255 GPD (operating an average of 261 days per year for a annual average flow of
4,242,555 gallons) spray irrigation treatment and disposal facility consisting of a 4,000 gallon grease trap with
baffles and sanitary tee's, a 150 gpm duplex pump station with high water alarms and check valves, a 2,085 foot 4
inch force main, a flow splitter box, dual parallel 12,000 gallon baffled septic tanks, a tablet chlorinator with 702
gallon baffled chlorine contact tank, a 472 foot by 86.4 foot by 8.6 feet deep, synthetically lined treatment/storage
lagoon (a 917,894 gallons treatment volume at 2 foot freeboard), a 100 gpm manually operated pump station with
duplex pumps and alarms for high and low water, a flow meter, a 700 foot 3 inch force main, a spray field diverter
valve box, dual 1.26 acre spray fields each with 21 sprinkler heads and above ground force mains that have
automatic drain gaskets, and
the construction and operation of an additional 6.67 acres of irrigation area (utilizing both permanent nozzles as
well as hose tow equipment) and all necessary piping and valves and appurtenances
to serve Lakeview Packing Company, with no discharge of wastes to the surface waters, pursuant to the
application received December 27, 2001, 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 July 31, 2008, shall void Permit No.
WQ0012796 issued May 27, 1997, and shall be subject to the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
1. Upon completion of construction and prior to operation of the new irrigation areas, a certification
must be received from a professional engineer certifying that the permitted system has been installed
in accordance with this permit, 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
completion 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.

2. The Washington Regional Office, telephone number [phone], 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.
3. Prior to operation of this facility the Permittee shall acquire a Professional Engineer to review the
adequacy of the existing irrigation pumping system to serve the new irrigation areas while meeting
the application rates required in Conditions U.7 & 11.8. The engineering certification required in
Condition 1.1 shall be used to acknowledge that the irrigation pump system is sufficient or has been
replaced by a sufficient system.
4. The permit is contingent upon the Permittee acquiring all property within the property boundaries
shown on the submitted engineering plans. The engineer's certification as require in Condition I.1
shall serve as indication that all property has been appropriately acquired prior to operation of the
system. Documentation of property ownership shall be retained by the Permittee for the life of this
permit.
5. The wastewater flow shall not exceed 7,000 gallons per day until the liquid level in the lagoon has
been reduced to the rninimurn liquid level at the bottom of the temporary liquid storage volume.
Upon reducing the liquid level in the lagoon, the Washington Regional Office, Water Quality Section
shall be contacted at 252-946-6481 to conduct a confirmation site visit before wastewater flow may
be increased beyond 7,000 gpd.
6. 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.
7. 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.
8. 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.
9. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
10. The following buffers shall be maintained:
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 lines,
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.

11. Irrigation Zones shall be identified in all monitoring and reDorting as:
Acrea e
Field 1 (existing field)
1.26
Field 2 (existing field)
1.26
Field 3 (new solid set irrigation system east of existing fields)
1.21
Field 4 (new solid set irrigation system adjacent to and west of lagoon)
0.81
Field 5 south reels stem west of existing irrigation fields)
1.11
Field 6 (north reels stem west of existing irrigation fields)
1.11
Field 7 (reels stem west of lagoon and Field 4)
1.11
Feld 8 (reels stem northern most on the property)
1.47
11. 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.
A suitable year round vegetative cover of Coastal Bennuda Grass with small grain winter 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. The application rate on the existing irrigation Fields 1 and 2 shall not exceed a cumulative loading of
93.6 inches over any twelve (12) month period at an instantaneous application rate not to exceed 1
inches per hour.
The application rate on the newly approved Fields 3, 5, 6, 7, and 8 shall not exceed a cumulative
loading of 52 inches over any twelve (12) month period at an instantaneous application rate not to
exceed 0.5 inches per hour.
9. The application rate on the newly approved Field 4 shall not exceed a cumulative loading of 26 inches
over any twelve (12) month period at an instantaneous application rate not to exceed 0.2 inches per
hour.
10. The nitrogen application rate for all irrigation fields shall not exceed a cumulative loading of 325
pounds of Plant Available Nitrogen (PAN) during the actively growing season of Coastal Bermuda
Grass and a cumulative loading of 100 pounds of Plant Available Nitrogen (PAN) during the actively
growing season of a winter small grain overseed crop.
11. Prior to beginning irrigation on Field 4, the Operator in Responsible Charge will carefully inspect the
spray site for soil moisture and wetness. Irrigation shall only occur when the soil appears dry and
able to assimilate the wastewater.

12. Crops shall be harvested and removed from the site as appropriate to properly manage nutrient uptake
on the irrigation fields.
13. No type of wastewater other than that from Lakeview Packing Company shall be irrigated onto the
irrigation area.
14. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
15. 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.
16. Freeboard in the lagoon shall not be less than two feet at any time.
17. If not already installed, a waste -level gauge, to monitor waste levels in the storage pond, shall be
installed within 60 days of issuance of this permit. 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.
18. 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
otherwise controlled and accessible.
19. The chlorine tablets used in the disinfection facility shall be of the kind and type specified in the plans
and specifications approved by the Division.
III. MONITORING AND REPORTING REQUIREMENTS
1. 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. While the influent flow remains less than 10,000 gallons per day: influent flow shall be continuously
monitored and daily average flow values shall be reported on Form NDMR. Flow may be estimated
from water use records provided water use is metered. Daily average values shall be calculated by
dividing monthly flow volume by the number of days in the month.
3. At the time when influent flow monitoring indicates a monthly average influent flow of greater than
10,000 gallons per day: influent flow shall be continuously monitored and daily flow values shall be
reported. on Form NDMR.
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 flow
measuring device shall be installed within 1 year of the time when influent flow is determined to be
greater than 10,000 gpd.
4. The effluent from the subject facilities shall be monitored by the Permittee at the effluent of the
lagoon every March, July, and October for the following parameters:
BOD5 TSS
Fecal Coliform pH
NH3 as N NO2-NO3
TKN Total Phosphorous
Sodium Magnesium
Calcium Sodium Adsorption Ratio by Calculation
PAN by Calculation
Adequate records shall be maintained by the Permttee 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,
c. field irrigated,
d. length of time field is irrigated,
e. continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each field,
f. continuous weekly, monthly, and year-to-date PAN (lbs/acre) loadings for each field,
g. weather conditions, and
h. maintenance of cover crops.
6. Freeboard in the lagoon shall be recorded weekly.
7. Three (3) copies of all monitoring data (as specified in condition III 2 and III 3 or 1114 as appropriate)
on Form NDMR-I and three (3) copies of all operation and disposal records (as specified in condition
111 5, and 111 6) on Form NDAR-1 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 CompliancelEnforcement Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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 Manganese Potassium
Calcium Percent Humic Matter Sodium
Copper pH Zinc
Magnesium Exchangeable Sodium Percentage Phosphorus
Cation Exchange Capacity Base Saturation (by calculation)
9. Noncompliance Notification:
The Permittee shall report by telephone to the Washington Regional Office, telephone number (252)
946-6481, 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 Ietter 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 REQUIREMENTS
Within .ninety (90) days of permit issuance, three new monitor wells (MW-6, MW-7 and MW-8) shall
be installed to monitor groundwater quality. The 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. The general location and name for all wells are marked on Figure 1. The monitoring wells shall
be located at the Review boundary, constructed in accordance with this permit, and approved by the
Washington Regional Office,
2. The wells must be constructed by 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 must physically perform the actual well
construction activities, and the wells must be constructed according to the North Carolina Well
Construction Standards (15A NCAC 2C ,0108) and the local county rules.
3. Within sixty (60) days of permit issuance, monitor wells MW-1„ MW-3 and MW-4 shall be
temporarily abandoned by securing the wellheads to prevent access by hand. Each well shall have a
lockable cap and be locked in order to reasonably ensure against unauthorized access and use [15A
NCAC 2C .0108(c)(7)]. The wells shall be further secured by placing a compatible watertight cap or
seal onto the riser pipe to prevent potential contamination from entering the wells.
4. The Washington Regional Office, telephone number [phone], shall be notified at least forty-
eight (48) hours prior to the construction of any monitoring well so that an inspection can be made of
the monitoring well location. Such notification to the regional groundwater supervisor shall be made
during the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding
state holidays.
5. 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 wells are
located according to this permit.
P

6. Three monitor wells (NRV-6, MW-7 and MW-8) shall be sampled initially after construction and
prior to waste disposal operations, and all .five wells (1\4W-2, MW-5, MW-6, MW-7 and MW-8)
thereafter every March, July and October for the parameters listed below. 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.
Nitrate (NO3-N) Total Dissolved Solids (TDS)
Chloride Fecal Coliforms
Total Ammonia Nitrogen (NH3-N) Total Phosphorous
pH(field) Water Level
7. Any laboratory selected to analyze parameters must be Division of Water Quality (DWQ) certified
for those 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 Mail Service Center
Raleigh, NC 27699-1636
Updated blank forms (GW-1, GW-30, GW-59) may be downloaded from the Groundwater Section's
website at http://gw.chnr.state.nc.us/ or requested from the address mentioned above.
9. For the initial sampling of MW-6, MW-7 and MW-8, 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.
10. The results of the sampling and analysis must be received on Form GW-59 (Groundwater Quality
Monitoring: Compliance Report Form) by the Groundwater Section (address listed in the "Reporting
/ Documentation" section of the Groundwater Requirements), 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 Iaboratory analyses.
11. Within sixty (60) days of completion of all monitoring wells, the permittee shall submit two original
copies of a scaled site map (scale no greater than 1 "=100'); however, special provisions may be
granted upon prior approval for large properties. The snap 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 mariner 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 map submitted, however produced.
12. Waste application activities shall not occur when the vertical separation between depth of application
and the water table is at less than three (3) feet. Verification of the water table elevation can be
confirmed by water level readings obtained from the monitor weIl(s) near the site or auger boring(s),
which must be done within 24 hours, prior to application of wastewater. Any open borings must be
properly filled with native soil, prior to application to decrease the chance of any waste
contaminating the groundwater.
13. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A NCAC
2L, Groundwater Classifications and Standards. The Compliance Boundary for the disposal system
individually permitted on or after December 30, 1983 is established at either 250 feet from the waste
disposal area, or 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 remediation action according to 15A NCAC 2L .0106(d)(2).
14. The 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 action in accordance with 15A NCAC 2L .0106(d)(1).
15. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
V. INSPECTIONS
1. 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 Iog 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.
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.
VL GENERAL CONDITIONS
This perrnit 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.
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 Minuted 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 Permittee 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).
& 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 146' day of August, 2003
NORTH C OLINA E IRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0012796

Permit No. WQ0012796
August 14, 2003
ENGINEER'S CERTIFICATION
Partial Final
1, , as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe (periodically, weekly, full tune) the construction of the project,
Project Name
Location and County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and intent of
this permit, the approved plans and specifications, and other supporting materials.
Signature
Date
Registration No.
10

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Name: SNOW HILL Location: 035° 24' 37.5" N 077° 43' 11.4" W
Date: 3l5l102 Caption: Lakeview Packing
Scale: 1 inch equals 1000 feet WQ0012796
Ceovrieht (C) 1997. Mantech. Inc.