WQ0009267_Final Permit_19950327

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. hunt, Jr., Governor
Jone,han 6, Howes. Secretary
A. Preston Howard, Jr., P.E., Director
March 27, 1995
Mr. Jerry A. Bittner, City Manager
City of Jacksonville
P. 0. Box 128
Jacksonville, North Carolina. 28541
F1
SUBJECT: Citv of Jacksonville
-_ Permit No. WQ0009267
'Wastewater Sprav Irrigation Facilities
l Project No. CS370386-05
Onslow County
Dear Mr. Bittner:
In accordance with your application received April 5, 1994, we are forwarding herewith
Permit No. WQ0009267 dated March 27, 1995, to the City of Jacksonville for the
construction and operation of the subject wastewater spray irrigation facilities.
`This permit shall be effective from the date of issuance until February 28, 2000, and
shall be subject to the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable to
you, you have the right to an adjudicatory hearing upon written request within thirty, (30) days
folloNNirio receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P. 0. Box 27447, Raleigh, N. C. 2 7611-7447. Unless such demands
are made, this permit shall be Baal and binding.
One (1) set of final approved plans and specifications is to be forwarded to you, one (1)
set retained for our files.
A copy of the approved plans and specifications shall be maintained on file by the
Ovmcr for the life of the project.
P.C. Box 29535, Raleigh, North Corolina 27626-0515
An Equcl Opporiunity Affirmative Action Smplcyer
Telephone [phone]----FA-X-919-7a3-2496
50% recycled/ 1 Q% post -consumer peper

PAGE 2
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engia� certifying that the permitted
facility has been walled in accordance with the approved plans and specifications. Mail the
Certification to the Permits and Engineering Unit, P. a Fox 29535, Raleigh, North Carolina
27626-0535. (Engineers Certification Forth is attached.)
If there are anv questions concerning this matter, please contact Mr. Bill Hof& = at
(919) 7.33-6900, extension 615.
cerely,
eston Ho d, Jr., P. .
Attachment
RPTA
cc: Malcolm Pimie, Inc.
Onslow County Health Department
Wilmington Regional Office
Don Safrit
Robert Teulin2s
Don Evans
Kim Brantley
CILT
DMU
SRF

WMIWORT.191, "Una
ENVIRONTMENTAL MANAGEMENT CONI IISSION
DEPARTMENT OF ENVIRaNMENTT, HEALTH AND NATURAL RESOURCES
'��a c)W
SPRAY IRR.IGATTONt 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
Gtv of .bcksonville
Onslo`v County
FOR THE
construction and operation of Phase I wastewater treatment and spray irrigation facilities with
6 MGD design capacity to consist of hydrogen peroxide storage and feed facilities for
chemical pretreatment to provide raw -influent odor control; magnetic influent flow meter;
mechanical bar screen and by-pass manual bar screen; oil/grease separation and aerated grit
removal; dual-trainin, mechanically aerated treatment lagoons with four (4) cells in each tra
sized for 4.5 days total hydraulic detention time at design flow and constructed with
fabrifornrtype slope protection and compacted clay liners with low permeability not
exceeding 101 cm/sec; eight (8) 50 H.P. and twelve (12) 10 H.P. floating aerators for
treatment lagoon aeration; two (2) effluent storage lagoons with surface areas of
approximately 70 and 27 acres, respectively, and combined storage capacity of 337 MG,
constructed with compacted in -situ clay bottoms, clay/ber-tonite perimeter slurry wall, and
synthetically -lined (HDPE) side slopes with permeability not exceeding 10' cm/sec; irrigation
pump station with four (4) 4,800 GPM vertical turbine pumps (variable speed) and dual self-
cleaning traveling screen_, to remove debris prior to pumping; chlorine disinfection facilities;
effluent flow meter; approximately 114,500 linear feet of 16" to 36" force mains with manual
isolation valves for effluent distribution to a 6,278-acre wastewater spray irrigation area
divided into eight (8) irrigation zones with a total wetted area of approximately 1,970 ages
suitable for land treatment at winter and summer application rates of 0.7 inch/week and 1.4
inch./week, respectively; plus two (2) 25-acre test plots representative of seasonally suitable
irrigation land and two (2) 5-acre test plots representative of ditched irrigation land; fourteen
(14) groundwater monitoring wells; administration,maintenance building; generator facilities

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for emergency standby power for chlorine scrubbers, essential pe-treatment components, and
t''le admini.stration/mainteriance building; present site fencing, and all associated site
work, yard piping, and electrical work to serve the City of Jacksonville with no discharge of
wastes to surface waters;
pursuant to the application received April 5, 1994 and in conformity with the project plans,
specifications, and other supporting data subsequently filed and approved by the Department
of Environment, Health and Natural Resources and considered a part of this permit.
Tres permit shall be effective from the date of issuance until February 28, 2000, and
shall be subject to the following specified conditions and limitations:
10430MI 0
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. Mail the Certification to
the DEM Water Quality Section, Permits and Engineering Unit, P. O. Box 29535,
Raleigh NC 27626r0535.
2. The Wilmington Regional Office, phone no. [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 mace during normal office hours from 8:00 a.m. until 5:00
p.m. on Monday through Friday, excluding State Holidays.
3. The spray irrigation facilities shall be effectively maintained and operated at all
times so that there is no discharge to the surface waters, nor anv contanvnation 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 Pernrittee shall take immediate corrective actions including those actions that
may be required by the Division of Environmental Management, such as the
construction of additional or replacement wastewater treatment and disposal
facilities.
4. The issuance of this permit shall not relieve the Pemvttee of the responsibility for
damages to ground water or surface water resulting from the operation of this
facility_
5. The sludge generated from these treatment facilities must be managed in
accordance with General Statute 143-215.1 and disposed of in a manner
approved by the North Carolina Division of Environmental Management.

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6. Diversion or bypassing of the untreated wastewater from the treatment facilities is
prohibited.
7. The following buffers shall be maintained:
a) 400 feet between wetted area and any residence under separate o,,Nmership,
b) 150 feet between wetted area and property lines,
c) 100 feet between wetted area and wells,
d) 50 feet between wetted area and any interceptor drains and/or surface water
diversions (both upslope and downslope),
e) 50 feet between wetted area and any groundwater lowering and surface
drainage ditch as well as any other stream, canal, marsh or coastal waters,
fj 50 feet between wetted area and public rights -of -way,
g') 100 feet between wastewater treatment units and wells,
h) 50 feet between wastewater treatment units and property lines.
1. The facilities shall be properly maintained and operated at all times.
2. Upon classification of the facility by the Water Pollution Control System
Operator Certification Commission; the Permittee shall employ a certified
wastewater treatment plant operator to be in responsible charge (ORC) of the
wastewater treatment facilities. The operator must hold a certificate of the type
and grade at least equivalent to or greater than the classification aligned to the
wastewater treatment facilities by the Certification Commission. The Permittee
must also employ a certified back-up operator of the appropriate type and grade
to comply with the conditions of 15A NCAC 8A-0202. The ORC of the facility
must visit each Class I facility at least weekly and each Class II, III, and IV
facility at least daily, excluding weekends and holidays, and must properly
manage and document daily operation and maintenance of the facility and must
comply with all conditions of 15A NCAC 8A .0202. Once the facility is
classified, the Permittee must submit a Ietter to the Certification Commission
which desigriates the operator in responsible charge witlfin thirty days after the
wastewater treatment facilities are 50% complete.
3. A 1.5 foot minimum freeboard shall be maintained below the top of the side
slope protection in the effluent storage lagoons.
4. A suitable vegetative cover over the spray fields shall be maintained. Underbrush
shall be mowed or cleared ass required to service the spray irrigation system and
provide for proper operation.
5. Irrigation shall not be performed during inclement weather or when the ground is
in a condition that will cause runoff.

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6. Adeciate measures shall be taken to prevent wastewater runoff from the spray
fields.
7. The facilities sk-dl be effectively maintained and operated as a non -discharge
system to prevent the discharge of any wastewater resulting from the operation of
this facility.
8. The application rate on the primary suitable irrigation sites shall not exceed (a)
0.7 inches/week for November throw March, (b)1.4 inches/week for April
through October, and (c) 0.12 inches&ur instantaneous application rate.
9. The seasonally suitable test plots shall be irrigated to demonstrate the proposed
design rate of 0.7 inches/week for the April through October seasonal application
period.
10. The ditched test plots shall be irrigated to demonstrate the proposed design rate of
1.4 inches/week for April through October and 0.7 inches/week for November
through March.
11. All primary suitable irrigation sites, seasonally suitable irrigation sites, and
ditched irrigation sites shall be clearly identified for operational purposes.
12. The crop management plan provided by the City's consultants shall be followed in
the operation of this spray irrigation facility.
13. A tree farm manager shall be designated for all crop responsibilities. The name
of this person shall be provided to the DEM Wilmington Regional Office. Any
changes in the assignment of crop management responsibilities shall be promptly
reported to the Wilmington Office.
14. No type of wastewater other than that from the City of Jacksonville's sewer
system shall be sprayed onto the irrigation area.
15. No traffic or equipment shall be allowed on the disposal area except while
installation occurs or while normal maintenance is being performed. Special
precautions shall be taken to avoid/prevent damage to the irrigation piping and
spray, field soils during crop planting and harvesting operations.
16. Public aces to the land application sites shall be controlled during active site
use and for the 12-month period following the Iast land application event. Such
controls must include the posting of signs showing the activities being conducted
at each site.
17. The blocks receiving post harvest irrigation during the second and third years
following tree planting activities shall be irrigated at rates not eNceeding 1/3
design rate and 213 design rate, respectively.

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IS. Prior to operation of the subject facilities, the Permittee must have an emergency
response plan, approved by the DEVI Wihr�ngton Regional Office, addressing
irrigation procedures to be followed in the event that emergency reduction of
stored eff'ruent becomes necessary.
19. Connection or disconnection of any sewer piping or equipment shall be made in a
manner to maintain continuous flow. Where flow must be interrupted, no
diversion or overflow of sewage to a storm drain, ditch, or surface waters shall be
permitted.
20. Mounding of groundwater skull not occur to the point where the water table is in
the active soil treatment zone (about one foot below the ground surface) for
periods longer than two days between irrigation events.
Any monitoring (including groundwater, surface water, soil or plant tissue
analyses) deemed necessary by the Division of Environmental Management to
insure surface and ground water protection will be established and an acceptable
sampling reporting schedule shall be followed.
2. 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) volume of wastewater irrigated and the zone and blocks irrigated,
b) date and length of time each block is irrigated;
c) weather conditions and rainfall amounts,
d) weekly, monthly and cumulative year-to-date hydraulic loadings
(inches/acre) for each zone and block,
e) harvest schedules,
f) blocks out of service and reason for status,
g) storage capacity status.
3. Plant influent flow volume shall be monitored daily by the Permittee, and the
influent shall be monitored three times per week for pK BOD;, TSS, NH3-N and
monthly for oil and grease.
4. The aerated treatment basins shall be monitored by the Permittee three times per
week for pH, BOD5, NH3-N, DO and TSS at locations close to the effluent outlets
of the primary and secondary basins.
5. Tne effluent from the subject facilities shall be monitored daily by the Pernuttee
at a point prior to irrigation for pH, residual chlorine, fecal eoliform and flow
volume. Residual chlorine and fecal coliform should be monitored where there
has been sufficient contact time for disinfection.

6. The plant effluent shall be monitored annually for boron, cadmium, copper,
mercury, seleniurn, zinc, arsenic, chroaniurn, lead; nickel and silver.
7. The following additional effluent and surface water monitoring shall be clone at
monthly intervals for a 12-month baseline evaluation period. Following the first
year of operation, the Permittee may request a reduction of sampling frequency to
quarterly. r
Storms oon Effluent Morvtorir ;
pH, BODS, TOC, TSS; NH;-N, nitrate, nitrite, COD, T N, total phosphorus,
sodium, mapesium, sulfate, specific conductivity, potassium, calcium,
manganese, and chloride.
Surface Water Monitoring (See Attachment A._for Station Locatiom-
Southwest Creek Stations SWBI, SW, SWI}2: pH DO, TDS, NHSI, nitrate,
COD? total phosphorus, chloride, specific conductivity, sulfate, and fecal coliform.
Deep Creek Station SWDi : pH, DO, TDS, NH3-NI, nitrate, COI?, total
phosphorus, chloride specific conductivity, sulfate, and fecal coliform.
8. The Permittee shall provide the Division of Environmental Management an
interim and final report covering the evaluation of the seasonally suitable and
ditched test plot sites. The final report shall be presented upon completion of the
tit plot evaluations.
4. Three (3) copies of all operation and disposal records as specified in condition
III- 2, monitoring data as specified in conditions III-3 through III-7, and any other
data as may be required shall be submitted monthly or within thirty (30j days of
the end of the reporting period to the following address:
NC Division of Environmental Management
Water Quality Section 4
Facilitv Assessment Unit
P. 0. Box 29535
Raleigh, NC 27626-0535
5. NONCOMPLDANTCE NO ITFICA MNI :
The Permittee shall report by telephone to the Wilmington Regional Office,
telephone no. [phone], 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:

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a Anv 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 causes, 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.
Persons reporting such occurrences by telephone shall also file a written report in
letter form within fifteen (15) 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.
Prior to beginning waste disposal operations, the Permittee shall install a nest of
three groundwater monitoring wells on the east side of the effluent storage
lagoons at the appro;cimate location indicated on Attachment B. The exact
location of the wells shall be approved by the DEM Wilmington Regional Office,
from which a well construction pen -nit must be obtained. These wells shall be
designated as follows:
MW-IA - Well screened in the upper clay unit
MW-1 B - Well screened in the lower clay unit
M��L I C - Well screened in the Castle Hayrie aquifer.
Also prior to beginning waste disposal operations, eleven other monitoring wells,
three upp adient and eight downgradient, shall be installed to monitor
groundwater quality at the locations shown on Attachment C. The upgradient
wells shall be designated as MWB1, MVvB2, and MWSB1. The downgradient
monitoring wells shall be designated as MIAISD1, MWD1, MWD2, MWD3,
MWD4, MWD5, MWD6, and MWD7. Each well 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. Each monitoring well shall be located at the
review boundary, with the exact location and construction details approved by -the
Wilmington Regional Office.

2. Ail monitoring «ells shall be sampled initially after construction (and prior to
waste disposal operations} and thereafter every March, June, September, and
December for the following parameters:
Water Levels Fecal Coliform
pH Total Suspended Solids
Chloride Total Dissolved Solids
Nitrate Total Organic Carbon
Nitrite Ammonia Nitrogen
Total Phosphorus Sulfate
Volatile Organic Compounds - in December only (by method 1 or 2 below)
Method 1: Method 6230D (Capillary - Columns, "Standard
Methods for the Examination of Water and Wastewater", 17th edition,
1989
Method 2: Method 502.2 "Methods for the Determination of Organic
Compounds in Drinking Water", United States Environmental Protection Agency -
600/4-88J039
The measurement of water level must be made prior to sampling for the
remaining parameters_ 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 to pro-6de thie relative elevation of the measuring point for each
morutorim e welI.
If TOC concentrations greater than 10 mg� are detected in any downgradient
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 mgli, this
concentration will be taken to represent the naturally occurring TOC
concentration. Any exceedances of this naturally occurring TOC concentration in
the dovyng,radient wells shall be subject to the additional sampling and analysis as
described above.
4. If any volatile organic compounds are detected by method 6230D, or the
equivalent method 502.2, then EPA methods 604 and 611 must also be nm to
detect other o ganic compounds which may be present. The results of all
analyses specified in the monitoring requirements, including 604 and 611 if
required; must be submitted simultaneously.

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5. The results of the sampling and analysis shall be sent to the DEM Groundwater
Section, Permits and Compliance Unit, P. 0. Box 295,35, Raleigh, 'NT.C. 27626-
0535 on Form GW-59 (Compliance Monitoring Report Form, every April, July,
October, and January.
6. Any additional groundwater quality monitoring, as deemed necessary by the
Division, shah be provided. 4
7. The Co=liance Boundary for the disposal system is specified by regulations in
15 NCAC 2L, Groundwater Classifications and Standards. The Compliance
Boundary for disposal systems constructed after December 31, 1993 is established
at either (1) 250 feet from the waste disposal area, or (2) 50 feet within the
property boundary, whichever is closest to the waste disposal area An
exceedance of Groundwater Quality Standards at or beyond the Compliance
Boundary is subject to immediate remediation action in addition to the penalty
provisions applicable under General Statute 143-215.6A(a)(1).
In accordance with 15A NCAC 2L a REVIEW BOUNDARY is established
around disposal systems midway, between the Compliance Boundary and the
perimeter of the waste disposal area Any exceedarce of standards at the
Review Boundary shall require remediation action on the part of the permittee.
8. All wells that are constructed for purposes of groundwater monitoring shall be
constnKted in accordance with 15A NCAC 2C .0108 (Standards of Construction
for Wells Other than Water Supply) and any other state and local laws and
regulations pertaining to well construction.
9. The WilrTdngton Regional Office, telephone number 910/395-3900 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.
10. Within sixty (60) days of completion of all monitoring wells, the pennittee shall
submit two original copies of a scaled map (scale no greater than I":1000') signed
and sealed by a state licensed land surveyor that indicates all of the following
information:
a. the location and identity of each monitoring well,
b. the location of all components of the waste disposal system,
C. the location of all property boundaries,
d. the latitude and longitude of the established horizontal control monument,
e. the relative elevation of the top of the well casing (which shall be knoAn as
the "measuring point"), and
f. the depth of water below the measuring point at the time the measuring

=mfm
point is established.
This survey shall be conducted using approved practices outlined in North
Carolina General Statutes Chapter 89C and the North Carolina Administrative
Code Title 21, Chapter 56. The surveyor shall establish a horizontal control
monument on the property of the waste disposal system and determine the
latitude and longitude of this horizontal control monument to a horizontal
positional accuracy of +1-10 feet. All other features listed in a. through e. above
shall be surveyed relative to this horizontal control monument. The positional
accuracy of features listed in a. through e, above shall have a ratio of precision:
not to exceed an error of closure of 1 foot per 10,000 feet of perimeter of the
survey. Any features located by the radial method will be located from a
minimum of two points. Horizontal 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. The map shall also be
surveyed using the North American Datum of 1983 coordinate system and shall
indicate the datum on the map. All bearings or azimuths shall be based on either
the true or NAD 83 grid meridian. If a Global Positioning System (GPS) is used
to determine the latitude and longitude of the horizontal control monument, a
GPS receiver that has the capability to perform differential GPS shall be used and
all data collected by the GPS receiver will be differentially corrected.
Due to the large size of the spray areas and lagoons, individual maps of each
monitoring well location and the horizontal control monument should be provided
using a larger scale.
The maps and any supporting documentation shall be sent to the Groundwater
Section, N. C. Division of Environmental Management, P. O. Box 29535,
Raleigh, N.C., 27626-0535.
11. Upon completion of all well constriction activities, a certification must be
received from a professional engineer certiA ing that the monitoring wells are
located and constructed in accordance with the Well Construction Standards (15A
NCAC 2C) and this permit. This certification should be submitted with copies of
the Well Completion Form (GW-1) for each well. Mail this certification and the
associated GW-I forms to the Permits and Compliance Unit, DPM Groundwater
Section, P. O. Box 29535, Raleigh, N.C., 27626-0535.
12. For the initial sampling of the well as specified elsewhere in the permit, the
permittee shall submit a copy of the GW 1 Form (Well Completion Form) with
the Compliance Monitoring Form (GW-59) for that well. .Compliance Monitoring
Forms that do not include copies of the GW-1 form will 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 14')-215.6.

13. The aerated treatment lagoons shall have a liner of natural material at Ieast one
foot in thickness, compacted to 95% proctor standard dry density and installed
and compacted in lavers no thicker than six inch, with a by aulic conductivity_
of no greater than T X 10' cm/sec. The storage lagoon shall have a
comprehensive liner system consisting of a 60 mil- HDPE synthetic apron, a 3
foot thick bentonite slurry wall extending at least 3 feet into the lower clay unit,
and an instu clay unit extending horizontally across the entire lagoon bottom.
Following installation and inspection of the lagoon liners; and prior to waste
disposal operations, verification of the liner system's compliance with hydraulic
conductivity and thickness specifications, including ti on of te t
the insitu clay unit must be provided to the Division of Environmental
Management, Groundwater Section, by the project engineer.
�1 ' x4WW1
1. Adequate inspection, maintenance, and cleaning shall be provided by the
Pemnittee 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 (3)
years from the date of the inspection and shall be made available upon request to
the Division of Environmental Management or other permitting authority.
3. Any duly authorized officer, employee, or representative of the Division of
Environmental Management may, upon presentation of credentials, enter and
inspect any property, premises or place on or related to the disposal site and
facility at any reasonable time for the purpose of determining compliance with
this permit; may inspect or copy any records that must be kept under the teens
and conditions of this permit; or may obtain samples of groundwater, surface
water, or leachate.
VT. GENERAL CONDITIONS
Tnis permit shall become voidable unless the facilities are constructed in
accordance with the conditions of this permit, the approved plans, specifications,
and other supporting data.
2. This pemnit is effective only with respect to the nature and volume of -wastes
described in the application and other supporting data.

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3. This pem�it 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 of Environmental Management
accornpanied by an application fee, documentation from the parties involved, and
o6er supporting materials as may be appropriate. The approval of this request
will be considered on its merits and rnav or may not be approved.
4. Failure to abide by the conditions and limitations contained in the pen -nit may
subject the Pennittee to an enforcement action by the Division of Environmental
Management in accordance with North Carolina General Statute 143-2I5.6.
5. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be unposed by
other government agencies (local, state, and federal) which have jurisdiction.
6. Prior to any transfer of this land, a notice shall be given to the new owner that
gives full details of the materials applied at this site.
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 permit as
specified by 15 NCAC 2H .02a5(cX4).
9. 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 under such conditions and limitations as it may
deem appropriate.
Permit issued this the 2 7th day of March, 1995
NORTH CAROLINT ENVIRONMEIti'TAL MAiNAGEiMPNT COMMISSION
J�
D
A Preston Howard Jr., .o E., Directk
Division of Envuonmenta a me
By Authority of the Environmental Management Commission
Permit No. WQ0009267
March 27, 1995

Engineef s . C=ihcation
as a duly reregistered Professional
Engineer in the State of North Carolina, having beers authorized to observe (periodically,
weekly, full time) the construction of the project,
Protect Name Location
Permittee hereby states 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 the approved plans and specifications.
Signature Registration No.
Pemx t No. N4'Q0009267
Marcie 27, 1995

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STATION LOCATION
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SOIL BORING LOCATION
(MALCOLM PIRNIE, INC.)
NOVEYBER, 1993
SOIL BORING LOCATION
(GEI CONSULTANT S)
JANUARY 1994

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