WQ0015052_Final Permit_20040416

r
Michael F. Easley, Governor
4 William G. Ross Jr., Secretary
>' North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.L., Director
Coleen H. Sullins, Deputy Director
Division of Water Quality
William G. Freed, President
Enviro-Tech of North Carolina, Inc.
PO Box 69
Harbinger, NC 27941
Dear Mr. Freed:
April 16, 2004
Subject: Permit No. WQ0015052
Enviro-Tech of North Carolina, Inc.
Village at Ocean Hill
Wastewater Treatment and Reclaimed
Water Utilization System
Currituck County
In accordance with your request for renewal received July 7, 2003, and subsequent additional information
received October 22, 2003, we are forwarding herewith Permit Number. WQ0015052, dated April 16, 2004, to
Enviro-Tech of North Carolina, Inc. for the continued operation of the subject wastewater treatment and
reclaimed water utilization system.
This permit shall be effective from the date of issuance until March 31, 2009, shall void Permit No.
WQ0015052 issued April 8, 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.
If you need additional information concerning this matter, please contact Michelle McKay at (919) 733-
5083 extension 544.
Sincer ,
.Alan W. Klimek, P.E.
cc: Currituck County Health. Department
Washington Regional Office, Water Quality Section
Washington Regional Office, Groundwater Section
Groundwater Section, Central Office
Technical Assistance and Certification Unit
Water Quality Central Files
NDPU Files M
Non -Discharge Permitting Unit Internet http://h2o,enr.nc.state.us/ndpu N DENR
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/10% post -consumer paper

v

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER TREATMENT AND RECLAIMED WATER UTILIZATION 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
Enviro-Tech of North Carolina, Inc.
Currituck County
FOR THE
continued operation of a 100,000 GPD wastewater treatment and reclaimed water utilization system consisting of
a flow splitter box, a manually cleaned bar screen, a 30,000 GPD flow equalization tank, a 151 cfm blower, two
69 GPM pumps, two 62,500 gallon coarse bubble aeration basins, three 10,500 gallon clarifiers, two 6,000 gallon
aerated sludge holding tanks, two 21 square foot tertiary filters, three 270 cfm blowers, a tablet chlorinator with a
3190 gallon contact tank, a 7,440 gallon dosing tank, and a 64,000 GPD wastewater treatment and reclaimed
water utilization system consisting of one 10,000 gallon flow equalization tank with a 142 cfm blower and two 42
GPM pumps, a flow splitter box, two 40,000 gallon coarse bubble aeration basins, four 10,700 gallon clarifiers,
one 6,000 gallon aerated sludge holding tank, three 142 cfm blowers, two 28 square foot tertiary filters, one tablet
chlorinator with a 2,500 gallon contact tank, one 4,000 gallon dosing tank, 20,000 square foot spray bed, 516,000
square feet of "green area," a 3.2 million gallon irrigation pond, 12.1 acres of spray field (common area) to serve
299 lots at 533 gallons per day per lot with no discharge of wastes to the surface waters, pursuant to the
application received July 7, 2003 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 March 31, 2009, shall void Permit No.
WQ0015052 issued April 8, 2003, and shall be subject to the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
I. The reclaimed water utilization 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 Pennittee 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.
2. 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.
3. 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.

4. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
The following buffers shall be maintained:
a. 100 feet between wetted areas and water supply wells,
b. 100 feet between wetted areas and waters classified as SA,
c. 25 feet between wetted areas and surface waters not classified as SA,
d. 100 feet between wastewater treatment units and wells,
e. 50 feet between reclaimed water storage/irrigation ponds and property lines, and
f. 50 feet between wastewater treatment units and property lines.
Some of the buffers specified above may not have been included in previous permits for this waste
treatment and disposal system. These buffers are not intended to prohibit or prevent modifications,
which are required by the Division, to improve performance of the existing treatment facility. These
buffers do, however, apply to modifications of the treatment and disposal facilities that are for the
purpose of increasing the flow that is tributary to the facility. These buffers do apply to any
expansion or modification of the irrigation areas and apply in instances in which the sale of property
would cause any of the buffers now complied with, for the treatment and disposal facilities, to be
violated. The applicant is advised that any modifications to the existing facilities will require a permit
modification.
G. PubIic access to the irrigation sites shall be controlled during active site use. Such controls may
include the posting of signs showing the activities being conducted at each site. A sign shall be
posted in plain sight in the club house showing these activities.
7. The following shall be requirements for the reclaimed water distribution, storage, and utilization
facilities:
a. All reclaimed water valves, storage facilities, and outlets shall be tagged or labeled to warn the
public or employees that the water is not intended for drinking. Where appropriate, such warning
shall inform the public or employees to avoid contact with the water.
b. All reclaimed water piping, valves, outlets, and other appurtenances shall be color -coded, taped,
or otherwise marked to identify the source of the water as being reclaimed water.
i. All reclaimed water piping and appurtenances shall be either colored purple (i.e., Pantone
522) and embossed or integrally stamped or marked "CAUTION: RECLAIMED WATER —
DO NOT DRINK" or be installed with a purple (i.e., Pantone 522) identification tape or
polyethylene vinyl wrap. The warning shall be stamped on opposite sides of the pipe and
repeated every three feet or less.
ii. Identification tape shall be at least three inches wide and have white or black lettering on
purple (i.e., Pantone 522) field stating "CAUTION: RECLAIMED WATER — DO NOT
DRINK." Identification tape shall be installed on top of reclaimed water pipelines, fastened
at least every 10 feet to each pipe length and run continuously the entire length of the pipe.
iii. Existing underground distribution systems to be retrofitted at the Goldsboro Municipal Golf
Course shall be taped or otherwise identified as noted above. This identification need to
extend the entire length of the distribution system but shall be incorporated within 10 feet of
crossing any potable water supply line or sanitary sewer line.
c. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that permits
operation by authorized personnel only.
d. Above -ground hose bibs (i.e., spigots or other hand -operated connections) shall not be
present. Hose bibs shall be located in locked below -grade vaults that shall be clearly
labeled as being of non -potable quality. As an alternative to the use of locked below -
grade vaults with standard hose bibs services, hose bibs, which can only be operated by a
special tool or connected to a special hose connection may be placed in non -lockable
underground services boxes clearly labeled as non -potable water.
2

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 86 .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 on the irrigation areas.
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 for the reuse water shall not exceed a cumulative loading of three (3) inches per
week.
S. For the 20,022 square foot rapid rate spray field the loading rates are as follows: 4.0 gaIlons/ftz/day
for 365 days per year & 160,000 gallons/ft'/day for 20 consecutive days.
9. No type of wastewater other than that from the residential subdivision shall be irrigated onto the
irrigation area.
10. All wastewater shall be routed to the five-day holding pond should the limit for fecal coliform (daily
maximum concentration of 25 per 100 ml) or turbidity (instantaneous maximum of 10 NTU) be
exceeded, until such time that the problems associated with the treatment capability of the wastewater
treatment plant have been corrected. The wastewater in the five-day holding pond shall be pumped
back to the treatment plant for retreatment or treated in the five-day pond prior to discharge to the
storage pond.
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.
The Pormittee 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 Ieast 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

3. As an indicator of proper operation and maintenance, the facility shall produce an effluent in
compliance with the following limitations:
Parameter_. _ Monthly Averagea
Daily_, Instantaneous) Maximum
Flow
164,000 GPD
BOD5 (5-day, 20°C)
10 mg/1
15 mg/l
NH3 as N
4 mg/l
6 mg/1
TSS
5 mg/l
10 mg/1
Fecal Coliform
14 per 100 nil b
25 per 100 ml
Turbidity
10 NTU
The effluent pH shall not be
less than 6.0 standard units nor greater than 9.0 standard units.
a
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.
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 specific location(s) for
the following parameters:
Parameter sampling Point
-Sampling Frequency
Type of Sample
Flow Influent or Effluent
Continuous
Recording
Turbidity
Effluent
Continuous
Recording
BOD5 (5-day, 20°C)
Effluent
*2/Month
Composite
NH3 as N
Effluent
*2/Month
Composite
TSS
Effluent
*2/Month
Composite
Fecal Coliform
Effluent
2/1\4onth
Grab
Settleable Matter
Effluent
Daily
Grab
Residual Chlorine
Effluent
Daily
Grab
NO3
Effluent
* *Triannually
Grab
TDS
Effluent
* *Triannually
Grab
Chloride
Effluent
**Triannually
Grab
pH
Effluent
* *Triannually
Grab
VOCs
Effluent
***Annually
Grab
TOCs (Total Organic Carbon)
Effluent
**Triannually
Grab
DOCs (Dissolved Organic
Carbon, 0.45 micron filter
Effluent
**Triannually
Grab
followed by TOC analysis)
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 March, July, and November.
*** In November only.
If Groundwater sampling indicates or predicts problems with the compliance with Groundwater
Standards, this permit will be modified to include additional and/or more restrictive limitations.
4

4. 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 and time of irrigation,
b. volume of wastewater irrigated,
c. zone irrigated,
d. length of time zone is irrigated,
e. continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each zone,
f. weather conditions, and
g. maintenance of cover crops.
5. Three (3) copies of all monitoring data (as specified in condition III 2 and 1113) on Form NDMR--1
and three (3) copies of all operation and disposal records (as specified in condition M 4, and 1116) 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 Compliance/Enforcement Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
6. A record shall be maintained of all residuals removed from this facility. This record shall include the
name of the hauler, permit authorizing the disposal or a letter from a municipality agreeing to accept
the residuals, date the residuals were hauled, and volume of residuals removed.
7. A maintenance log shall be maintained at this facility including but not limited to the following items:
a. Daily sampling results of dissolved oxygen in the aeration basin and at the clarifier weir.
b. Visual observations of the plant and plant site.
c. Record of preventative maintenance (changing of filters, adjusting belt tensions, alarm testing,
diffuser inspections and cleanings, etc.).
d. Date of calibration of flow measurement device.
e. Date and results of power interruption testing on alternate power supply.
8. 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.

IV
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.
GROUNDWATER REQUIREMENTS
L Well Construction I Abandonment Criteria:
a. Within ninety (90) days of permit issuance, three new monitor well(s), one up gradient (MW-6),
and two down gradient (MW-7 and MW-8), 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 2. The wells shall be constructed in accordance with this
permit, and have their exact locations approved by the Washington Regional Office.
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,
provided that they are a natural person, must physically perform the actual well construction
activities. All well(s) most be constructed according to the North Carolina Well Construction
Standards (15A NCAC 2C .0108) and any local county rules.
c. Within sixty (60) days of permit issuance, a Well Abandonment Record (GW-30 form) shall be
completed for each of the five monitor wells previously associated with the former LPP
subsurface wastewater treatment system (MW-1 through MW-5) and mailed to the address listed
in the "Reporting / Documentation" section of the Groundwater Requirements. If not done so
already, 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.
d. 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.
e. 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. Sampling Criteria:
a. Monitor well(s) MW-6, MW-7, MW-8, shall be sampled during the months of March, July, and
November 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 Nitrogen (NO3-N) Chloride Total Ammonia Nitrogen (NH3-N)
Fecal Coliforms Total Dissolved Solids Total Organic Carbon
pH Water Level.
Volatile Organic Compounds (in November only)
6

b. For Total Organic Carbon (TOC), if concentrations greater than 10 mg/l 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.
c. For Volatile Organic Compounds (VOCs) sampled in November, use only one of the following
methods:
1) Standard Method 6230D, Practical Quantitation Limit (PQL) at 0.5 ug/L or less
2) Standard Method 6210D, PQL at 0.5 ug/L or less
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 shall, at a minimum, include all the constituents
listed in Table VIII of Standard Method 6230D. Any method used shall provide a PQL of 0.5
ug/L or less, which shall 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 if 0.5 ug/L shall 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 and 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, and GW-59) may be downloaded from the Groundwater
Section's website at http://gw,ehnr.state.nc.usl or requested from the address mentioned above.
b. 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 Fortes 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 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 laboratory analyses.
7

d. Within one hundred and twenty (120) days of permit issuance, the perm ittee shall submit two
updated copies of the original scaled site map (scale no greater than 1 "=100); however, special
provisions may be granted upon prior approval for Iarge properties. The map(s) must include the
following information:
i. The location and identity of each monitoring well.
iL The location of major components of the waste disposal system.
iii. The location of property boundaries within 500 feet of the disposal area(s).
iv. The latitude and longitude of the established horizontal control monument.
v. The elevation of the top of the well casing (which shall be known as the "measuring point")
relative to a common datum.
vi. The depth of water below the measuring point at the time the measuring point is established.
vii. The location of Review and Compliance boundaries.
viii. 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" section above.
The permittee is responsible for the geographic accuracy of any map submitted, however produced.
4. Applicable Boundaries:
a. The COMPLIANCE BOUNDARY for both the reuse quality waste disposal area and the high -
rate quality disposal areas shall be established at the property boundary as established under 15A
NCAC 2H .0219(k)(1)(C)(i)(III). Monitoring wells shall be placed 250 feet from the wetted edge
of the high -rate infiltration system (the traditional Compliance Boundary of high -rate infItration
systems as defined by 15A NCAC 2L .0107(b)). Any degradation of groundwater quality as
evidenced by the sampling of down gradient wells MW-7 and /or MW-8 is subject to remedial
action with respect to I5A NCAC 2L .0106(d)(2). Degradation is indicated when contaminant
concentrations in the down gradient wells exceed those in the up gradient well (MW-6).
5. Additional Requirements:
a. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
V. INSPECTIONS
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.
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 trust be maintained under the terms and conditions of this permit,
and may obtain samples of groundwater, surface water, or Ieachate.
8

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 pert„ -it request must he 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 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 Permittee within thirty 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 15 NCAC 2H .0205 (c)(4).
8. 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 16th day of April, 2004
NORTH OLINA ENVIRONMENTAL MANAGEMENT COMMISSION
f
Alan W. Klimek, P.B., Director
Division of Water Quality
By Authority of the Environmental Management Commission.
Permit Number WQ0015052

200, 1 ou cc
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