WQ0023634_Final Permit_20051229

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David S. Russotto
V OC, LLC
PO Box 147
Harbinger, NC 27941
Dear Mr. David S. Russotto:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Qua€ity
December 29, 2005
Subject: Permit No. WQ0023634
Waterside Villages of Currituck
Wastewater Surface Irrigation
Currituck County
In accordance with your permit application received July 7, 2005, and subsequent additional information
received August 4, 2005 and September 23, 2005 we are forwarding herewith Permit No. WQ0023634, .dated
December 29, 2005 to VOC, LLC for the construction and operation of the subject wastewater treatment and
surface irrigation facilities.
This permit shall be effective from the date of issuance until April 30, 2009, and shall be subject to the
conditions and limitations as specified therein. Please pay particular attention to the monitoring requirements in
this permit. Please also, note added Conditions IV.1 and VIA of 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 M you. If you need additional
information concerning this matter, please contact Michelle McKay at (919) 76187.
,<Alan W.
cc: Currituck County Health Department
Washington Regional Office, Aquifer Protection Section
Bissell Professional Group, PO Box 1068, Kitty Hawk, NC 27949
Technical Assistance and Certification Unit
Aquifer Protection Central Files
LAU Files NorthCarolina
)Vatrrra!!ty
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: hqT//h2o.enr.s1ate.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Rx [phone] 1-877-623-6748
Fax [phone]
An Equal OpportunitylAffirmative Action Employer-%% Recycled/10% PostConsurner 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
VOC, LLC
Currituck County
FOR THE
construction and operation of a 120,000 GPD surface irrigation treatment and disposal facility consisting of a flow
splitter boxes, one manually cleaned bar screen, four flow equalization tanks totaling 40,000 gallons, two 83.3
GPM pumps, ten coarse bubble aeration basins totaling 93,125 gallons, six 4,162 gallon clarifiers, three 10,000
gallon aerated sludge holding tanks, three 108 square foot fixed media filters, UV disinfection, an 8,000 gallon
dosing tank, two 210 GPM pumps, 85,502 square foot spray bed surrounded by a 6 inch berm, 268,928 square
feet of "green area," a 50 kw diesel standby generator with automatic transfer switch, a groundwater lowering
drain surrounding all sides of the application area and discharging to Currituck Sound to serve Waterside Villages
of Currituck, with no discharge of wastes to the surface waters, pursuant to the application received July 7, 2005,
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 April 30, 2009, and shall be subject to the
following specified conditions and limitations:
I. PERFORMANCE STANDARDS
1. Upon completion of construction and prior to operation 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 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 Land Application
Unit, 1636 Mail Service Center, Raleigh, NC 27699-1636.
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. The surface irrigation facilities shall be effectively maintained and operated at all tithes 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.
4. 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.
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.
6. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
7. The following buffers shall be maintained:
a) 100 feet between wetted area and any residence or places of public assembly under separate
ownership,*'
b) 50 feet between wetted area and property lines,
c) 100 feet between wetted area and wells,
d) 50 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.
*1 Except where an easement is provided to the Property Owners Association for the tennis court at the
southeast corner of the wastewater site.
*Z Except for the groundwater lowering devise already in place approximately 40 feet from the wastewater
site.
8. A leakage test shall be performed on the dosing tank to insure that any exfiltration occurs at a rate
which does not exceed twenty (20) gallons per twenty-four (24) hours per 1,000 gallons of tank
capacity. The engineer's certification will serve as proof of compliance with this condition.
9. A usable green area shall be maintained for wastewater disposal. The green area shall have the
capability of accommodating the average daily flow of the facility being served without exceeding the
loading rates of the green area. A "green area", as defined in 15A NCAC 2H .0404 (g)(7), 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.
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 vegetative cover shall be maintained.
2

4. Adequate measures shall be taken to prevent wastewater runoff from the irrigation held. At a
minimum, a six (6) inch berm shall be installed around the spray irrigation field, outside the wetted
area and as close as possible to the perimeter fence.
5. 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.
f = l 6. The application rate shall not exceed a cumulative Ioading of 1.4 GPD1fe.
7. No type of wastewater other than that from Waterside Villages of Currituck and Walnut Island
Sanitary District (if acquired by Waterside Villages of Currituck) shall be irrigated onto the irrigation
area.
8. An automatically activated standby power source 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 traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
10. 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.
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. 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 I year of the date of this permit.
3

3. As an indicator of proper operation and maintenance, the facility shall produce an effluent in
compliance with the following limitations:
Parameter
Monthly Average' DailLMaximum�
Flow
120,000 GPD
BOD5 (5-day, 20'Q
10 mg/l
NH3 as N
4 mg/l
Total N
10 mg/l
TSS
20 mg/l
Fecal Coliform
14 per 100 ml b 43 per 100 ml
The effluent pH shall not be
less than 6.0 standard units nor greater than 9.0 standard units.
Monthly averages for all but fecal coliform shall be the arithmetic mean of all samples collected
during the reporting period.
b
Monthly average for fecal coliform shall be the geometric mean of all samples collected during the
reporting period.
C
Daily maximum shall be the maximum value of all samples collected during the reporting period.
The effluent from the subject facilities shall be monitored, by the Permittee, at the point prior to
irrigation for the following parameters:..
Parameter SaMpling Point _ Sampling Frequency Type of Sample
Flow Influent or Effluent Continuous
Recording
BOD5 (5-day, 20°C) Effluent *2/Month
Composite
NH3 as N Effluent " 2/1\4onth
Composite
TSS Effluent 2/Month
Composite
Fecal Coliform Effluent *21Month
Grab
Settleable Matter Effluent Daily
Grab
Total N Effluent *2/Month
Grab
NO3 Effluent *2/Month
Grab
TDS Effluent Triannually
Grab
TOC Effluent * *Triannually
Grab
Chloride Effluent *� Triannually
Grab
pH Effluent * Triannually
Grab
2/Month sampling frequency only during the months of April through
October. During the
remainder of the year, these parameters shall be monitored monthly.
Triannually sampling shall be conducted during May, August and December.
If Groundwater sampling indicates or predicts problems with compliance
of the Groundwater
Standards or the quality of the discharge from the ground water lowering device drain indicate or
predict compliance problems with surface water quality, this permit will be
modified to include
additional and/or more restrictive limitations.
4

4. Adequate records shall be maintained by tl�e 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,
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. weather conditions, and
g. maintenance of cover crops.
Three (3) copies of all monitoring data (as specified in condition 111 2, III 3 and 111 8) on Form
NDMR-1 and three (3) copies of all operation and disposal records (as specified in condition III 4) 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
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
6. A representative annual soils analysis (Standard Soil Fertility Analysis) shall be conducted on each
- -----ixzzgaton field and the results maintained on fife by the Pez_mittee_%r a miniznurn 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)
T 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 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.

The Perrnittee shall monitor the effluent from the ground water lowering device at a point
prior to discharge for the following parameters. The results shall be reported on Form
NDMR:
Parameter
Sampling Point
Sampling Frequency
Type of Sample
Fecal Coliform
Prior to Discharge
Monthly*
Grab
pH
Prior to Discharge
Monthly*
Grab
Total Nitrogen
Prior to Discharge
Monthly*
Grab
*Sampling shall occur once prior to start up then monthly.
IV. GROUNDWATER REQUIREMENTS
Prior to beginning waste disposal operations the permittee shall submit a permit modification
designating the scenario chosen (A or B) to the Division. See conditions IV.2 and VI.1.
2. Well Construction i Abandonment Criteria:
a. For initial start-up, monitoring wells MW-IA and MW-2A on the south side of the disposal area
shall be install-11. In addition, Two piezometers (PZ-1 and PZ-2) shall be installed near the
centefof the spicy area. See'attached' n4o-(Figure I):-All'-welfi 'shall be constructed in accordance
with this permit, and approved by the Washington Regional Office ed, along with monitoring
wells MW-3, MW4, MW-5, MW-6, MW-7, MW-10 and Mild.
Scenario A: Walnut Island Included
For this scenario, monitoring wells MW-1A and MW-2A will be abandoned and monitoring wells
MW-113, MW-213, MW-8 and MW-9 will be installed to the south of the spray area at the
adjusted review boundary and compliance boundary along with monitoring wells MW-3, MW-4,
MW-5, MW-6, MW-7,. MW-10, MW-11 and piezometers (PZ-1 and PZ-2) shall be installed near
the center of the spray area. See attached map (Figure 2).
Scenario B: Walnut Island Excluded
For this scenario, the original monitoring wells MW-IA and MW-2A will remain in place, and
monitoring wells MW-IC and MW-2C will be added at what will become the permanent
compliance boundary on the south side of the spray area along with monitoring wells MW-3,
MW-4, MW-5, MW-6, MW-7, MW-10, MW-11 and piezometers (PZ-1 and PZ-2) shall be
installed near the center of the spray area. See attached map (Figure 3).
b. The 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 must
physically perform the actual well construction activities, and the well(s) must be constructed
according to the North Carolina Well Construction Standards (15A NCAC 2C .0108) and the
local county rules.
c. 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.
d. 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, constructed according to this permit.
I

2. Sampling Criteria:
a. All monitor well(s) shall be sampled initially after construction and prior to waste disposal
operations and thereafter every May, August and December for the parameters listed below.
Piezometers P-1 and P-2 shall be gauged for water level only. 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 welt casing) of all
monitoring wells shall be surveyed relative to a common datum.
NO3 Cl
Total Ammonia PH
Total Dissolved Solids Fecal Coliform
Total Phosphorus Water Level
Total Organic Carbon Volatile Organic Compounds (September Only)
b. 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-abov-e.-_.__�
c. For Volatile Organic Compounds (VOCs) sampled in September, use only one of the following
methods:
1) Standard Method 6230D, Practical Quantitation Limit (PQL) at 0.5 ug(L or Iess
2) Standard Method 6210, PQL at 0.5 ug/L or Iess
3) EPA Method 8021, Low Concentration, PQL at 0.5 ug/L or less
4) EPA Method 8260, Low Concentration, PQL at 0.5 ug/L or less
5) Another method with prior approval by the Groundwater Section Chief.
Any of the referenced methods used for VOCs must at a minimum, include all the constituents
listed in Table V111 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 0.5 ug/L must be qualified (estimated) and reported.
d. Any laboratory selected to analyze parameters must be Division of Water Quality (DWQ)
certified for those parameters required.
3. Reporting / Documentation:
a. All reports and documentation (GW-1, GW-30, GW-59) shall be mailed to the following address:
NC Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Updated blank forms (GW-1, GW-30, GW-59) may be downloaded from the Groundwater
Section's website at http//gw.ehnr.state.nc.us/ or requested from the address mentioned above.
7

b. For the initial sampling of the vrell(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.
c. 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 Iisted in the
"Reporting f 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 laboratory analyses.
d. Within sixty (60) days of completion of the monitoring well(s) and piezometers, the permittee
shall submit two original copies of a scaled site map (scale no greater than I "=1001); 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 withir..500-feet_ofthe_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 I Documentation" above.
The permittee is responsible for the geographic accuracy of any reap submitted, however
produced.
4. Vertical Separation Requirements:
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 shall be confirmed by water level readings obtained from the iezometers P-I & P-2
located in the spray bed and recorded weekly on form NDMR-1 and confirmed, by water level
readings obtained from the monitor well(s} near the site during the regularly scheduled
compliance monitoring events.
5. Applicable Boundaries:
a) 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).

b) 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).
6. Additional Requirements:
Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be
provided. As written by Groundwater Section
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 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,-emlyloyee--or-representative-of-the-Division may, upon presentatioT-of--
credentials, enter and inspect any property, premises or place on or related to the disposal site or
facility at any reasonable time for the purpose of determining compliance with this permit may
inspect or copy any records that must be maintained under the terms and conditions of this permit,
and may obtain samples of, groundwater, surface water, or leachate.
VI. GENERAL CONDITIONS
1. Prior to operation:
Scenario A: Walnut Island Included:
The system permitted herein shall not be operated until a Certificate of Public Convenience and
Necessity is granted from the North Carolina Public Utilities Commision. As part of the permit
modification request as required by Condition 1.1 of this permit, a change of ownership will also be
required so that the permit may be issued in the public utility's name.
Scenario B: Walnut Island Excluded:
The system permitted herein shall not be operated until an Operation Agreement is submitted and
executed by both the Permittee and the Division. An Operation Agreement shall be submitted with
the permit modification as required by Condition 1.1. The Operational Agreement between the
Permittee and the Environmental Management Commission is incorporated herein by reference and
shall be a condition of this permit. Noncompliance with the terms of the Operational Agreement shall
subject the Permittee to all sanctions provided by North Carolina General Statutes § 143-215.6A to
§ 143-215.6C for violation of or failure to act in accordance with the terms and conditions of this
permit.
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.
This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.

4. 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.
5. 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_
6. 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.
7. A set of approved plans and specifications for the subject project must be retained by the Permittee
for the life of the project.
8. 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 perMjt as specified b�5ANCAC 2H A205 (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.
10. The subject wastewater treatment and disposal facilities shall be connected to an operational publicly
owned wastewater collection system within 180 days of its availability to the subject facilities, if the
subject wastewater treatment or disposal facilities are in noncompliance with the terms and
conditions of this non -discharge permit or the governing statutes or regulations. Prior to the initiation
of these connection activities, appropriate approval must be received from this Division.
Permit issued this thy/29th day of December 2005
NORTH OLiNA E MENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0023634
a

Permit No. WQ0023634
December 29, 2005
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 time) the construction of the project,
Project Name
Location and Countv
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.