NC0026611_Permit Issuance_20030627

NPDES DOCUHENT SCANNING COVER :SHEET
NPDES Permit:
NC0026611
Morehead City WWTP
Document Type:,
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
June 27, 2003
This document is printed on reuse paper - ignore any
content on the relit -ex -am side

Michael F. Easley, Governor
State of North Carolina
0 ` William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
June 27, 2003
Mr. Joe Claytoi, Director
Water and Sever Department
Town of Morehead City
P.O. Drawer M
Morehead City, North Carolina 28557-4234
Subject: NPDES Permit Issuance
Permit No. NC0026611
Morehead City WWTP
Carteret County
_pear Mr. Clayton:
Division personnel have reviewed and approved your application for renewal of the subject permit.
Accordingly, we are forwarding the attached NPDES discharge permit. This permit is issued pursuant to the
requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North
Carolina and the U.S. Environmental Protection Agency dated May 9,1994 (or as subsequently amended).
The attached final permit preserves the changes outlined in the draft permit issued to you in April. Specifically,
these changes are:
> Per Division policy and in accordance with 40 CFR Part 136, the priority pollutant analysis is required
annually and is articulated in condition A(4.) of the attached final permit.
➢ Monitoring frequencies have been modified to reflect the class III requirements established in the 2B
.0500 rules. Monitoring for most parameters that previously were monitored daily are now to be
onitored 3/week.
> The requirement to conduct instream monitoring for conductivity has been eliminated. Instream
Monitoring requirements are described in condition A(3.) of the attached final permit.
> Detection of copper and zinc in the supplemental analytical data submitted with the permit application
necessitates quarterly monitoring to establish a body of effluent data.
Please note that the Division is currently implementing a water quality standard for total residual chlorine
(TRC). A TRC limit between 17 and 28 µg/L will be implemented at the time of next renewal in 2007. The Town
should begin planning for such a limit by either beginning preliminary design of dechlorination facilities or evaluating
alternative means of disinfection.
Compliance with all terms and conditions of the attached permit is the responsibility of the Permittee. Please
note that T15r1 08G .0204 of the North Carolina Administrative Code has been interpreted to mean that the Operator
in Responsible Charge is responsible for operation of water pollution control systems.
If an parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to
you, you havethe right to an adjudicator)* hearing upon written request within thirty (30) days following receipt of this
letter. 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, North
Carolina 27699-6714). Unless such demand is made, this permit shall be final and binding.
1617 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1617 - TELEPHONE [phone]/FAX [phone]
VISIT US ON THE WEB AT http://h2o.enr.state.nc.us/NPDES

Please take notice that this permit is not transferable. Part II, E.4. addresses the requirements to be followed in
the event of change in ownership or control of this discharge. This permit does not affect the legal requirements to
obtain other permits which may be required by the Division of Water Quality or permits required by the Division of
Land Resources, Coastal Area Management Act, or any other Federal or Local governmental permits which may be
required.
If you have any questions or need additional information, please do not hesitate to contact Mark McIntire of
my staff at [phone], extension 508.
Sincerely,
Original Signed By
David A. Goodrich
Alan W. Klimek, P.E.
cc: Central Files
NPDES Unit Files
Wilmington Regional Office
Aquatic Toxicology Unit
EPA Region 4

Permit NC0026611
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations prothulgated and adopted by the North Carolina Environmental Management Commission, and
the Federal Water Pollution Control Act, as amended, the
Town of Morehead City
is hereby authorized to discharge wastewater from a facility located at the
Morehead City Wastewater Treatment Plant
On Treatment Plant Road
Northwest of Morehead City
Carteret County
to receiving waters designated as Calico Creek in the White Oak River Basin in accordance with
effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II and III
hereof.
This permit shall become effective August 1, 2003.
This permit and authorization to discharge shall expire at midnight on July 31, 2007.
Signed this day
une 27, 2003.
Ofaginai Signed By
David A. Goodrich
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
.
•

Permit NC0026611
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked, and
as of this issuance, any previously issued permit bearing this number is no longer effective. Therefore, the
exclusive authority to operate and discharge from this facility arises under the permit conditions, requirements,
terms, and provisions included herein.
The Town of Morehead City is hereby authorized to:
1. Operate an existing 1.7 MGD wastewater treatment facility consisting of influent flow metering
and screening, aerated grit removal, primary clarification, biological oxidation via trickling
filters, secondary clarification, chlorine disinfection and post aeration.
These facilities are located at the Town of Morehead City Wastewater Treatment Plant, on
Treatment Plant Road, northwest of Morehead City, Carteret County.
2. Discharge from said treatment works at the location specified on the attached map into Calico
Creek, a class SC HQW water in the White Oak River Basin.

Town of Morehead City - NC0026611
USGS Quad Name: Beaufort
Receiving Stream: Calico Creek
Stream Class: SC HQW
Subbasin: White Oak - 030503
Lat.: 34°43'55"
Long.: 76°44'15"
Not to SCALE

Permit NC0026611
A (1.) Effluent Limitations and Monitoring Requirements — Final
During the period beginning on the effective date of this permit and lasting until expiration, the Permittee is
authorized to dis barge from outfall 001. Such discharges shall be limited and monitored by the Permittee as
specified below:
LIMITATIONS
MONITORING
REQUIREMENTS
Sample
Type
Sample
Location'
EFFLUENT
CHARACTERISTICS
DISCHARGE
Monthly
Average
Weekly
Average
Daily
Maximum
Measurement
Frequency
Flow
1.7 MGD
'
Continuous
Recording
Influent or
Effluent
Influent,
Effluent
BOD5 i )
(April 1- dctober 31 2
20.0 mg/L
g/
30.0 mg/L
�
3/Week
Composite
p
ovember 1- March 31)2
BOD5 (N �g/
30.0 mg/L
45.0 mg/L
�
3/Week
Composite
p
Influent,
Effluent
Total Suspended Solids2
30.0 mg/L
45.0 mg/L
3/Week
Composite
Influent,
Effluent
NH3 as N
Weekly
Composite
Effluent
Dissolved Oxygen
Daily average > 5.0 mg/L
3/Week
Grab
Effluent,
Upstream,
Downstream
Effluent,
Upstream,
Downstream
Fecal Coliform
(geometric mean)
86/100 ml
172/100 ml
3/Week
Grab
Total Residual Chlorine
3/Week
Grab
Effluent
Temperature
Daily
Grab
Effluent,
Upstream,
Downstream
Total Nitrogen
(NO2+NO3+TKN)
Monthly
Composite
Effluent
Total Phosphorus
Monthly
Composite
Effluent
Total Copper
Quarterly
Composite
Effluent
Total Zinc •
Quarterly
Composite
Effluent
Acute Toxicity;
Quarterly
Composite
Effluent
pH
Between 6 and 9 standard units
3/Week
Grab
Effluent
NOTES:
1. See condition A(3.) of this permit for instream monitoring requirements.
2. The monthly average effluent BOD5 concentration shall not exceed 26% of the influent value (74%
removal). The monthly average total suspended solids concentration shall not exceed 31% of the influent
value (69% removal).
3. Acute Toxicity (Mysidopsis bahia) P/F; February, May, August, November; see Condition A(2.) of this
permit.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
•
-

Permit NC0026611
A (2.) Quarterly Acute Toxicity Limit
The permittee shall conduct acute toxicity tests on a quarterly basis using protocols defined in the North
Carolina Procedure Document entitled "Pass/Fail Methodology For Determining Acute Toxicity In A Single
Effluent Concentration" (Revised July, 1992 or subsequent versions). The monitoring shall be performed as a
Mysid shrimp (Mysidopsis bahia) 24 hour static test. The effluent concentration at which there may be at no time
significant acute mortality is 90% (defined as treatment two in the _procedure document). Effluent samples for
self -monitoring purposes must be obtained during representative effluent discharge below all waste treatment.
The tests will be performed during the months of February, May, August, and November.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGE3E.
Additionally, DWQ Form AT-2 (original) is to be sent to the following address:
Attention: North Carolina Division of Water Quality
Environmental Sciences Branch
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch no later than 30
days after the end of the reporting period for which the report is made.
Test data shall be complete and accurate and include all supporting chemical/physical measurements performed
in association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent
toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required,
the permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating
the facility name, permit number, pipe number, county, and the month/year of the report with the notation of
"No Flow" in the comment area of the form. The report shall be submitted to the Environmental Sciences
Branch at the address cited above.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will
begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will
revert to quarterly in the months specified above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this monthly test
requirement will revert to quarterly in the months specified above.
Should any test data from either these monitoring requirements or tests performed by the North Carolina
Division of Water Quality indicate potential impacts to the receiving stream, this permit may be re -opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control
organism survival and appropriate environmental controls, shall constitute an invalid test and will require
immediate follow-up testing to be completed no later than the last day of the month following the month of the
initial monitoring.

Permit NC0026611
A (3.) Instream Monitoring Requirements
Upstream samples shall be collected at the first bridge crossing upstream of the WWTP outfall. Downstream
samples shall be collected at Piggotts Bridge.
Parameter
Sample Type
Frequency
O end
D xyg I
Grab
3/week une - September , 1/week
October - May
Temperature I
Grab
3/week une - September , 1/week
October - May
Fecal Coliform
Grab
3/week une - September , 1/week
October - May
A (4.) Eiiluent Pollutant Scan
The permittee shall perform an annual Effluent Pollutant Scan for all parameters listed in the table below (in
accordance with 40 CFR Part 136). Samples shall represent seasonal variations. Unless otherwise indicated,
metals shall be analyzed as "total recoverable."
Ammonia (as N)
Chlorine (total residual, TRC)
Dissolved oxygen
E
Nitrate/Nitrite
Total Kjeldahl nitrogen
Oil and grease
Total Phosphorus
Total dissolved solids
Hardness
Antimony
Arsenic
Beryllium
Cadmium
Chromium
Copper
Lead
Mercury
Nickel
Selenium
Silver
Thallium
Zinc
Cyanide
Total phenolic compounds
Volatile organic compounds:
Acrolein
Acrylonitril
Benzene
Bromoform
Carbon tetrachloride
Chlorobenzene
Chlorodibromomethane
Chloroethane
2-chloroethylvinyl ether
Chloroform
Dichlorobronomethane
1,1-dichlordethane
1,2-dichloroethane
Trans-1, 2-dichloroethylene
1,1-dichloroethylene
1,2-dichloropropane
1,3-dichloropropylene
Ethylbenzene
Methyl bromide
Methyl chloride
Methylene chloride
1,1,2,2-tetrachloroethane
Tetrachloroethylene
Toluene
1,1,1-trichloroethane
1,1,2-trichloroethane
Trichloroethylene
Vinyl chloride
Acid -extractable compounds:
P-chloro-m-creso
2-chlorophenol
2,4-dichlorophenol
2,4-dimethylphenol
4,6-dinitro-o-cresol
2,4-dinitrophenol
2-nitrophenol
4-nitrophenol
Pentachlorophenol
Phenol
2,4,6-trichlorophenol
Base -neutral compounds:
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(a)anthracene
Benzo(a)pyrene
3,4 benzofluoranthene
Benzo(ghi)perylene
Benzo(k)fluoranthene
Bis (2-chloroethoxy) methane
Bis (2-chloroethyl) ether
Bis (2-chloroisopropyl) ether
Bis (2-ethylhexyl) phthalate
4-bromophenyl phenyl ether
Butyl benzyl phthalate
2-chloronaphthalene
4-chlorophenyl phenyl ether
Chrysene
Di-n-butyl phthalate
Di-n-octyl phthalate
Dibenzo(a,h) anthracene
1,2-dichlorobenzene
1,3-dichlorobenzene
1,4-dichlorobenzene
3,3-dichlorobenzidine
Diethyl phthalate
Dimethyl phthalate
2,4-dinitrotoluene
2,6-dinitrotoluene
1,2-diphenylhydrazine
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclo-pentadiene
Hexachloroethane
Indeno(1,2,3-cd)pyrene
Isophorone
Naphthalene
Nitrobenzene
N-nitrosodi-n-propylamine
N-nitrosodimethylamine
N-nitrosodiphenylamine
Phenanthrene
Pyrene
1,2,4-trichlorobenzene

Permit NC0026611
Test results shall be reported to the Division in DWQ Form- DMR-PPA1 or in a form approved by the
Director, within 90 days of sampling. A copy of the report shall be submitted to Central Files to the following
address: Division of Water Quality, Water Quality Section, , 1617 Mail Service Center, Raleigh, North
Carolina 27699-1617.

����ATFS
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
� ��� yw REGION 4
i P ATLANTA FEDERAL CENTER
g.FyTq< PROj�O\O ATLANTA, GEORGIA 30303-8960
April 22, 2003
Mr. Mark McIntire, P.E.
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
tOOZ ti Z ddd
SUBJ: Town of Morcheacl City WWTP - NPDES No. NC0026611
Dear Mr. McIntire:
In accordance with the EPA/NCDENR MOA, we have completed review of the permit
referenced above and have no objections to the draft permit conditions. We request that we be
afforded an additional review opportunity only if significant changes are made to the permit prior
to issuance, or if significant comments regarding the draft permit are received. Otherwise, please
send us one copy of the final permit when issued.
If you have any questions, please call me at [phone].
Siiitcerely,
)11
Madolyit S. Dominy, Environm�x dl Engineer
Permits, Grants and Technical Assistance Branch
Water Management Division
Internet Address (URL) • http://www.epa.gov
Recycled/Recyclable • Printed with Vegetable 01 Based Inks on Recycled Paper (Minimum 30% Postconsumer)

Re: [affidavit]
Subject: Re: [affidavit]
Date: Mon, 23 Jun 2003 14:52:45 -0400
From: valery stephens <[e-mail]>
Organization: NC DENR DWQ
To: Mark McIntire <mark.mcintirencmail.net>
Mark,
Spoke with Renee Fuller from the Carteret County News Times and the ad ran
on 3-14-03, she said we should have received a affidavit the end of March.
She was gonna check into it AGAIN. But you can use this as a verbal.
Thanks
Valery
Mark McIntire wrote:
> You get a chance to check on this yet?
> Original Message
> Subject: affidavit
> Date: Wed, 18 Jun 2003 11:29:03 -0400
> From: Mark clntire <[e-mail]>
> To: Valery tephens <[e-mail]>
> Valery,
> When you get a chance I need you to check on the status of an affidavit
> for the Town of Morehead City (NC0026611) . It should have published
> sometime in early to mid -March.
> Thanks!
> Mark
1 of 1 6/25/03 9:28 AM

February 25, 2003
NCDENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
Town of Morehead City
Morehead City Wastewater Treatment Plant
NPDES Permit Number NC0026611
,' ; ,.: , .. - -Radii o .10 . on _
� - �x� ', ,
W .
(1.) Facility Name:
Morehead City Wastewater Treatment Plant
(2.) Permitted Flow (MGD):
1.7
(6.) County:
Carteret
(3.) Facility Class:
3
(7.) Regional Office:
Wilmington
(4.) Pretreatment Program:
No
(8.) USGS Topo Quad
I32NW
(5.) Permit Status:
Renewal
(9.) USGS Quad Name:
` .'1' i L 1 _ .I4 .1 5S , ...._.«yam tCh c�.ei'i �cs -.-1' , ,,, ' }
'A
.-. �N.y�1 .._...__.__..
.i
(1.) Receiving Stream:
Calico Creek
(2.) Sub -basin:
03-05-03
(8.) Drainage Area (mi2):
NA
(3.) Stream Index Number:
21-32
(9.) Summer 7Q10 (cfs):
Tidal
(4.) Stream Classification:
SC
(10.) Winter 7Q10 (cfs):
Tidal
(5.) 303(d) Status:
Not Listed
(11.) 30Q2 (cfs):
Tidal
(6.) 305(b) Status:
(12.) Average Flow (cfs):
Tidal
(7.) Use Support:
Supporting*
(13.) IWC% 0 1.7 MGD:
NA
• - see 2.0 Summary
1.0 Proposed Changes Incorporated into Permit Renewal
• Annual Pollutant Analysis: Per Division policy, the priority pollutant analysis is now required annually and
is articulated in condition A (4).
• Permit E3piration Date: The expiration date has been changed to January 31, 2007 in accordance with the
Cape Fear Diver Basin permitting schedule.
• Monitoring Frequencies: Monitoring frequencies have been modified to reflect the requirements for class III
facilities as established in North Carolina's 2B .0500 rules.
• Metals Nilonitoring: Detection of copper and zinc in the APAMs submitted with the permit application
warrants quarterly monitoring to establish a body of data necessary for completing RPAs, should such analyses
be deemed necessary.
2.0 Summary
This is a standard permit renewal for a major municipal wastewater treatment facility with a current facility design
and permitted flow of 1.7 MGD.
This facility has;a substantial history with the Division. It discharges to Calico Creek, an SC water in the White Oak
River Basin. While not listed on North Carolina's 2002 303(d) list, it was present on the 2000 list and is recognized as
being regularly impacted by low dissolved oxygen levels and high nutrient loads during critical times of the year.
Complicating the situation, Morehead City has been on a DWQ imposed sewer moratorium since April of 1999.
Flows for the 19p8 calendar year exceeded 90% of the facility's permitted capacity. As such, the facility is required to
begin investigating options for accommodating additional flows and/or addressing excessive inflow/infiltration into
its sanitary sewecollection system.

NPDES Permit Fact Sheet — February 25, 2003 Town of Morehead City
Page 2 NC0026611
Furthermore, the Division has repeatedly communicated to Morehead City the fact that a surface water discharge to
Calico Creek is not a viable long-term solution. The creek is impacted at existing nutrient loading and certainly could
not accommodate additional loading associated with any expansion.
The Water Quality Section's Environmental Sciences Branch completed a study of Calico Creek in 2001'. The
purpose of the study was to provide an updated water quality assessment of the creek in support of future NPDES
permitting action for Morehead City. The 2001 study reiterated that effluent from the Town's WWTP remains in
Calico Creek for a prolonged period of time due to the actions of the tide. Chemical data indicates that the Morehead
City WWTP effluent continues to contribute to nutrient loading in Calico Creek. This is particularly evident during
low tide when the instream waste concentration is at its highest. This and previous rhodamine dye studies indicate
that several tidal cycles are required to flush a slug of wastewater out of Calico Creek. Elevated nutrient levels occur
at nearly all monitoring stations at low tide, while the most elevated values during high tide occur upstream of the
outfall where the incoming tide carries the effluent into the much narrower headwaters where there is less dilution.
It is clear that Morehead City's WWTP effluent is impacting Calico Creek. In light of the Division's repeated
assertion that continued surface water discharge should not be considered a viable long-term solution for Morehead
City, the requirement to evaluate alternatives will be stressed in all future correspondence to the Town regarding this
permit renewal. While more stringent effluent limitations would undoubtedly be good for water quality, the Town is
simply not able to meet more stringent limitations at this time. Furthermore, installation of a compliance schedule
would only encourage continued discharge to Calico Creek, something the Division does not want to see happen. As
such, the NPDE permit will be renewed with existing limitations with continued efforts to convince the Town to
develop alternat means for wastewater disposal.
3.0 Permit History
A summary of the permit history is bulleted below.
• Permit origi ally issued on December 20, 1974;
• Town requets speculative effluent limitations for a 2.5 MGD discharge in 1996;
• DWQ responds to the spec request November 27, 1996 indicating expansion is not a viable option;
• Facility subjected to sanitary sewer moratorium April 22, 1999 for 1998 flows exceeding 90% permitted;
• Permit most, recently renewed February 19, 2001;
• Facility applies for SOC in late 2001/early 2002;
• DWQ received renewal application January 29, 2002;
• DWQ reiterates appropriateness of moratorium in September 5, 2002 letter;
• Additional i formation needed for permit application processing received December 30, 2002;
• SOC denied for facility in DWQ letter dated February 18, 2003;
• Regional o ice input received from Rick Shiver February 24, 2003.
4.0 Treatment Facility
The Town of M rehead City operates a 3.0 MGD treatment facility, but is permitted to discharge only 1.7 MGD.
The treatment f cility headworks consists of flow measurement and screening, and a grit remover. Influent is then
directed via spli er box to one of two primary clarifiers. Primary clarified wastewater is further treated in one of two
trickling filters and then clarified further in two secondary clarifiers. Chlorine disinfection is achieved in two chlorine
contact chambers
Sludge is wasted to two digesters and then spread on drying beds to remove liquid. Land application permit number
WQ0006018 aut>lorizes the Town to land apply digested biosolids on approximately 72 acres.
' Division
f Water Quality Memorandum, Calico Creek Water Quality Study, November 30 2001.

NPDES Permit Fact Sheet — February 25, 2003 Town of Morehead City
NC0026611
Page 3
5.0 Compliance Summary
A review of the
Few permit viol
frequencies. The
facility's effluent data was conducted for the period January 1, 2000 through December 31, 2002.
tions were noticed for the review period. The bulk of all violations were related to monitoring
only limit violation noted was for effluent flow in September of 2002.
6.0 Permit Development
• Water Quality Limited Parameters: BOD5 is water quality limited during the summer months.
• Reasonable Potential Analysis (RPA): RPAs were not conducted for this facility. This facility treats 100%
domestic wastewater and generally does not discharge parameters that are candidates for RPAs with the
exception of copper and zinc. These parameters were detected in the supplemental scans conducted in
conjunction with the facility's permit renewal application. Reasonable potential analyses were not conducted for
these two parameters because only three data points are available for each. Quarterly monitoring for Cu and Zn
are proposed in an effort to collect a more meaningful body of data.
• Instream Monitoring: The facility is currently required to monitor DO, fecal coliform, temperature, and
conductivity upstream and downstream of its discharge. The only change to this program is the deletion of
instream monitoring requirements for conductivity. Continued monitoring for conductivity provides no
meaningful information in light of the salt content of the receiving water.
• 85% Removal Requirement: The facility is required to remove 74% of influent BOD5 and 69% of influent TSS.
This less stiingent requirement has been in place for some time and is apparently the result of a settlement
agreement between the Division and Morehead City.
7.0 Proposed Schedule for Permit Issuance
Draft Permit to Ilublic Notice: March 19, 2003
Permit Scheduled to Issue: May 5, 2003
8.0 State Contact Information
If you have any questions on any of the above information or on the attached permit, please contact Mark McIntire at
[phone], extension 508.
Copies of the following are attached to provide further information on the permit development:
• Draft permit;
• Application package.
NPDES Recommendation by:
Signature Date
Regional Office Comments:

Re: Morehead City WWTP
Subject: Re: Morehead City WWTP
Date: Mon, 24 Feb 2003 15:10:25 -0500
From: Rick Shiver <[e-mail]>
To: Mark McIntire <mark.mcintire( ncmail.net>
Hi, Mark,
I'd just do a straight renewal with existing limits. The 201 plan has been
submitted but is woefully inadequate, so CG and L asked for its revision
quite awhile go, but it still hasn't been resubmitted. Also, Morehead
City is under1a 90% moratorium, so they are going to have to make some of
the right choices if they want more flow in the interim period between now
and submission of their plans and specs. Unquestionably, they'd probably
love a compliance schedule in their permit, since it would be a basis to
end the moratorium: unfortunately, I don't believe the City wants to give
us anything that we need in it to protect water quality, except to expand
to 2.5 mgd and upgrade the plant to treat to 5 and 1, which won't protect
Calico Creek, and furthermore the shellfish closure area will have to be
expanded, which is a great concern to Shellfish Sanitation and the Coastal
Federation. T have been trying to get the City to consider alternatives
but have failed to get them to consider my favorite, which is land
application. And they surely aren't in a position to give us a firm
compliance schedule, since we've yet to receive a revised 201 plan. In
conclusion, we need to hold the line on this one and see if we can compel
Morehead City to aspire to better things for the protection of water
quality. Thanks, Rick
Mark McIntire wrote:
Rick,
Hope you're well. Wanted to let you know that I'm starting on the
renewal of the Morehead NPDES permit. Is there anything I need to look
out for? I know that this one has quite a history that is continuing to
develop. Dave and I discussed this one briefly. We're in general
agreement that at this point we probably just need to do a straight
renewal with existing limits. What are you're thoughts? We could alos
propose a compliance schedule for more stringent limits if you think
that 's appropriate.
Thanks for any input you can offer.
> Mark
Rick Shiver <[e-mail]>
1 of 1 2/24/03 3:13 PM

PAUL W. CORDOVA, Mayor Pro-Tem
Council
FLOYD M. CHADWICK, JR.
ROBERT B. HOWARD, JR.
JOHN F. NELSON
DEMUS L. THOMPSON
January 24, 2002
MO
BEHEAD CITY
NQRH CAROLINA
706 ARENDELL ST
P.O. DRAWER M
MOREHEAD CITY, NC 28557-4234
TEL [phone]
FAX [phone]
EMAIL townoimc®nternet.net
Mr. Charles Weaver, Jr.
NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
GERALD A. JONES, JR., Mayor
Subject: Town of Morehead City (NPDES Permit NC002661) renewal application.
Dear Mr. Weaver:
R. RANDY MARTIN
City Manager
Please find enclosed an application for the Town of Morehead City for the above permit. Per a
conversation with Marshal Hyatt of the Region IV in Atlanta (404-562-9304); the Town will
perform the new chemical analysis for the Wastewater Treatment Plant effluent starting with this
month and perform the analysis quarterly until the three sample criteria are meet, as proposed in
the new NPDES application form.
Marshal also indicated that the current toxicity testing was sufficient and the information is
included in the enclosed application. Once all the information has been gathered I will send a
revised permit application to your office.
If you have any further questions, please contact me at 252-726-6848 extension 33.
Sincerely,
Joe Clayton, Director
Water and Sewer Department
rg
a
Enclosure
cc: Roy Laughtenschleger, WWTP Supervisor
Tyndall Lewis, McDavid Associates
ADA/EOE/P Equal Opportunity Employer Provider

PAUL W. CORDOVA, Mayor, Pro-Tem
Council
FLOYD M. CHADWICK, JR.
ROBERT B. HOWARD, JR.
JOHN F. NELSON
DEMUS L. THOMPSON
MOREHEAD CITY
NORTH CAROLINA
706 ARENDELL ST
P.O. DRAWER M
MOREHEAD CITY, NC 28557-4234
TEL [phone]
FAX [phone]
EMAIL [e-mail]
Town of Morehead City
Biosolids Management Plan
2002
GERALD A. JONES, JR., Mayor
R. RANDY MARTIN
City Manager
The Town of Morehead has two (2) aerobic digestors located at the Wastewater
Treatment Plant that digests the biosolids from the Primary and Secondary clarifiers. The
biosolids (sludge) are placed on sand drying beds and once dried are then removed from
the drying beds and stored in a covered building until they are hauled to agricultural
fields and incorporated into the soil and crops that are grown on the fields, per state
standards.
ADA/EOE/P Equal Opportunity Employer Provider

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Town of Morehead City IC002661
BASIC APPLICATION INFORMATION
Permit Requested
White Oak River B
PART A. BASIC AP!LICATION INFORMATION FOR ALL. APPLICANTS:
All treatment works mu
st complete questions A.1 through A.8 of this Basic Application Information Packet.
A.1. Facility Information.
Facility Name
Mailing Address
Contact Person
Title
Telephone Number
Facility Address
(not P.O. Box)
-Town Y1 oeehej ct j
'7v (2 q,re.,,hPAl
Oi L v� & e c & r -� �, 1 ✓ C_
f rl a e,; b QAA., L o
Ki 0 e .(
ae5'7
Oar a-i-t
A.2. Applicant Information. If the applicant is different from the above, provide the following:
Applicant Name
Mailing Address
Contact Person
Title
Telephone Number
)
Is the applicant the owner or operator (or both) of the treatment works?
❑ owner 0 operator
Indicate whether! correspondence regarding this permit should be directed to the facility or the applicant.
❑ facility 0 applicant
A.3. Existing Environmental Permits. Provide the permit number of any existing environmental permits that have been issued to the treatment works
(include state -issued permits).
//6- 00 9.6(od.1 PSD
Other
Other
NPDES
UIC
RCRA
A.4. Collection System Information. Provide information on municipalities and areas served by the facility. Provide the name and population of each
entity and, if known, provide information on the type of collection system (combined vs. separate) and its ownership (municipal, private, etc.).
Name
/0 0,1 1'1 f e e;...\-5
or
Total population served
Population Served
Type of Collection System Ownership_
Ca r 1 *C SG.4-tA91
sin
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 2 of 22

PERMIT ACTION REQUESTED:
RIVER BASIN:
FACILITY NAME AND PERMIT NUMBER:
Town of Morehead City NC002661
If yes, describe the mean(s) by which the wastewater from the treatment works is discharged or transported to the other treatment works
(e.g., tank truck, pipe).
Permit Requested
White Oak River Ba
If transport is
by a party other than the applicant, provide:
Transporter Name
Mailing Address
Contact Person
Title
Telephone umber ( )
For each treatment works that receives this discharae, provide the following:
Name
Mailing Address
Contact Person
Title
Telephone ¶slumber S )
If known, provide the NPDES permit number of the treatment works that receives this discharge
Provide the average daily flow rate from the treatment works into the receiving facility. mgd
e. Does the treatment works discharge or dispose of its wastewater in a manner not included
in A.8. through A.8.d above (e.g., underground percolation, well injection):
If yes, provide the following for each disposal method:
Description of method (including location and size of site(s) if applicable):
❑ Yes WNo
Annual daily volume disposed by this method:
Is disposal through this method ❑ continuous or ❑ intermittent?
s
in
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 4 of 22

FACILITY NAME AND PERMIT
Town of Morehead
NUMBER:
City NC002661
PERMIT ACTION REQUESTED:
Permit Requested
RIVER BASIN:
White Oak River Bas
A.11. Description of Treatment
a. What level o
■ Pnmary
■ Advanced
treatment are provided? Check ail that apply.
A Secondary
In Other. Describe:
!
b. Indicate the following
Design
,
removal rates (as applicable):
BOD5 removal or Design CBOD5 removal
Design
SS removal 9 0 ek
Design
P removal %
Design
N removal %
Other
%
c. What type of
n 1
disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe:
enI v! 4-1'' s-+"
If disinfection
Does the tre
is by chlorination is dechlorination used for this outfall? 0 Yes Jam; No
tment plant have post aeration? opf Yes 0 No
A.12. Effluent Testing Information.
Provide
All Applicants that discharge to waters of the US must provide effluent testing data for the following
the indicated effluent testing required by the permitting authority for each outfall through which effluent is
parameters.
discharged. Do not
include information on combined sewer overflows in this section. All information reported must be based on data
collected through
40 CFR Part 136 and
minimum, effluen}
Outfan number.
analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with OA/QC requirements of
other appropriate OA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a
testing data must be based on at least three samples and must be no more than four and one-half years apart.
MAXIMUM DAILY VALUE
AVERAGE DAILY VALUE
PARAMETER
Value
Units
Value
Units ,
Number of Samples
pH (Minimum)
' i
s.u.
A
pH (Maximum)
8. D
sm.
Flow Rate
I , Coda to
pi cs A
1, Ill
it-IG 6
36 sr
Temperature (Winter)
o T. 1
9'
1 b, 1
oc
1 Z
Temperature (Summer)
a . 5
C,
+J . °'
D c
R a
For pH please
report a minimum and a maximum daily value
'
MAXIMUM DAILY
DISCHARGE
AVERAGE DAILY DISCHARGE
- v : '.
ANALYTICAL
.c
r
D L
POLLUTANT
,
Conc.
-•Number
Units
. Conc.
Units
of :
,; Samples .:
•. METHOD
_MUM
t:
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN
BOD5
,D
n;C)1 q
_ t�
1 a • I
n
619 !4
01 k 9
v ( -sa 10 6
at a
DEMAND (Report one)
CBOD5
FECALCOLIFORM
>% o
' f/D9r
6 .6hr/Do
.,
1'l
,? 0
s'/il - C .c A 020
I. D
TOTAL SUSPENDED SdLIDS (TSS)
VI tc
i e19 %R
i J • 9
of q/.Q
Q3 i
s' Ili - R311 d 0
`' D
END OF PART A.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE. WHICH OTHER PARTS
1 OF -FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 6 of 22

FACILITY NAME AND PERMIT NUMBER:
Town of Morehead Oity NC002661
PERMIT ACTION REQUESTED:
Permit Requested
RIVER BASIN:
White Oak River Bas
BASIC APPLICATION INFORMATION : .`
PART B.„ADDITI NAL APPLICATION INFORMATION FOR APPLICANTS WITH A DESIGN FLOW GREATER THAN OR
;,: _ _ t .
M, ' , a rah• G t:� � :
EQUALiro 0.1 GD �(i 00,000'gallons per day). .; ,._ - •
All applicants with a des gn flow rate Z 0.1 mgd must answer questions•B.1 through B.6. All others go to Part C (Certification).
8.1. Inflow and Infiltrat on. Estimate the average number of gallons per
gpd ft" o l
11ni , od ©c
day that flow into the treatment works from inflow and/or infiltration.
infiltration. r
o vw-c0 LIN J- 4z- -1-c, c) . is 1 ! 4 '
Briefly explain any steps underway or planned to minimize inflow and
j L Tow r3 n ti K S c ., �C -s. s1,,, M f''r"--, f
..
,., ;' �r�►+.�`�� --oc;0 Llrtt'eA -Se'2"-k- ci 5��0-'-‘ w,q i.is v:�4.(' r':244\ A t.i, ..�i'J "as. is Fb.,
B.2. Topographic Map.
map must show the
area.) See
a. The area surrounding
b. The major pipes
treated wastewater
c. Each well whey!
d. Wells, springs, other
works, and 2) listed
e. Any areas where
f. If the treatment I+iorks
or special pipe,
8.3. Process Flow Diagram
backup power sources
chlorination and dechlorination).
rates between treatment
B.4. Operation/Maintenance
Are any operational'ior
contractor?
If yes, list the name
pages if necessary).
Name:
Mailing Address:
Telephone Number.
Responsibilities of
B.5. Scheduled improv
uncompleted plans
treatment works has
for each. (If none,
a. List the outfa
I
J /
Attach to this application a topographic map of the area extending at least one mile beyond facility property boundaries. This
outline of the facility and the following information. (You may submit more than one map if one map does not show the entire
Attached Sheet
the treatment plant, including all unit processes.
or other structures through which wastewater enters the treatment works and the pipes or other structures through which
is discharged from the treatment plant. Include outfalls from bypass piping, if applicable.
wastewater from the treatment plant is injected underground.
surface water bodies, and drinking water wells that are: 1) within Y4 mile of the property boundaries of the treatment
in public record or otherwise known to the applicant.
the sewage sludge produced by the treatment works is stored, treated, or disposed.
receives waste that is classified as hazardous under the Resource Conservation and Recovery Act (RCRA) by truck, rail,
show on the map where the hazardous waste enters the treatment works and where it is treated, stored, and/or disposed.
or Schematic. Provide a diagram showing the processes of the treatment plant, including all bypass piping and all
or redunancy in the system. Also provide a water balance showing all treatment units, including disinfection (e.g.,
The water balance must show daily average flow rates at influent and discharge points and approximate daily flow
units. Include a brief narrative description of the diagram. See Attached Sheet
Performed by Contractor(s).
maintenance aspects (related to wastewater treatment and effluent quality) of the treatment works the responsibility of a
❑ Yes d No
address, telephone number, and status of each contractor and describe the contractor's responsibilities (attach additional
( )
Contractor.
ments and Schedules of Implementation. Provide information on any uncompleted implementation schedule or
for improvements that will affect the wastewater treatment effluent quality, or design ca aci of the treatment works. If the
severs i eren imp emen a ion sc ter is p anning several improvements, su mit separate responses to question B.5
go to question B.6.)
I number (assigned in question A.9) for each outfall that is covered by this implementation schedule.
b. Indicate whe
0 Yes
her the planned improvements or implementation
schedule are required by local, State, or Federal agencies.
•
■ No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 7 of 22

FACILITY NAME AND PERIMIT NUMBER:
Town of Morehead City NC002661
PERMIT ACTION REQUESTED:
Permit Requested 'Mite
RIVER BASIN:
Oak River Bas
•
BASIC APPLICATION INFORMATION -� R _ 4 :: _ •r • •; :
PART C. CERTIFICATION ' f -}tip.
All applicants must complete
certification. All applicants
parts of Form 2A you have
Form 2A and have completed
the Certification Section. Refer to instructions to determine who is an officer for the purposes of this
must complete all applicable sections of Form 2A, as explained in the Application Overview. Indicate below which
completed and are submitting. By signing this certification statement, applicants confirm that they have reviewed
all sections that apply to the facility for which this application is submitted.
In cate which parts
dBasic Application
of Form 2A you have completed and
Information packet Supplemental
❑ Part
are submitting:
Application Information packet:
D (Expanded Effluent Testing Data)
E (Toxicity Testing: Biomonitoring Data)
F (Industrial User Discharges and RCRA/CERCLA Wastes)
G (Combined Sewer Systems)
• Part
❑ Part
■ Part
:ALL APPLICANTS MUST COMPLETE THE FOLLOWING CERTIFICATION j= -:t i, - j L.: : `7`r :v'€ ,-r" ' .. , t
I certify under penalty of la
designed to assure that qualified
manage the system or thosia
accurate, and complete. 1 am
for knowing violations.
official
:::::
Telephone number
Date signed
Upon request of the permitting
works or identify appropriate
I that this document and all attachments were prepared under my direction or supervision in accordance with a system
personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who
persons directly responsible for gathering the information, the information is, to the best of my knowledge and belief, true,
aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment
},,
title y`a ilIll
1
•
�:. � a 6 ell f'r. 13
( 1
I
January 24, 2002
authority, you must submit any other information necessary to assure wastewater treatment practices at the treatment
permitting requirements.
SEND COMPLETE
FORMS TO:
NCDENR/ DWQ
Attn: NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 9 of 22

FACILITY NAME AND PERMIT NUMBER:
Town of Morehead City NC002661
PERMIT ACTION REQUESTED:
Permit Requested
RIVER BASIN:
White Oak River BaE
SUPPLEMENTAL
.,a�1
PPLICATION INFORMATION ` -� '
PART E. TOXICITY TESTING DATA- '.
POTWs meeting one or
facility's discharge points
required to have one and
• At a minimum, t
species), or the
show no appreciable
information on combined
using 40 CFR Part
requirements fof
• In addition, submit
conducted during
toxicity reduction
• If you have alrelady
requested in question
If test summaries
If no biomonitoring data is
complete. 1
ore of the following criteria must provide the results of whole effluent toxicity tests for acute or chronic toxicity for each of the
1) POTWs with a design flow rate greater than or equal to 1.0 mgd; 2) POTWs with a pretreatment program (or those that are
r 40 CFR Part 403); or 3) POTWs required by the permitting authority to submit data for these parameters.
ese results must include quarterly testing for a 12-month period within the past 1 year using multiple species (minimum of two
results from four tests performed at least annually in the four and one-half years prior to the application, provided the results
toxicity, and testing for acute and/or chronic toxicity, depending on the range of receiving water dilution. Do not include
sewer overflows in this section. All information reported must be based on data collected through analysis conducted
136 methods. In addition, this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate QA/QC
standard methods for analytes not addressed by 40 CFR Part 136.
the results of any other whole effluent toxicity tests from the past four and one-half years. If a whole effluent toxicity test
the past four and one-half years revealed toxicity, provide any information on the cause of the toxicity or any results of a
evaluation, if one was conducted.
submitted any of the information requested in Part E, you need not submit it again. Rather, provide the information
E.4 for previously submitted information. If EPA methods were not used, report the reasons for using alternate methods.
are available that contain all of the information requested below, they may be submitted in place of Part E.
required, do not complete Part E. Refer to the Application Overview for directions on which other sections of the form to
E.1. Required Tests.
Indicate the number
of whole effluent
akeerite
Complete the
each species
toxicity tests conducted in the past four and one-half years.
following chart for each whole effluent toxicity test conducted in the last four and one-half nears. Allow one
■ chronic
E.2. Individual Test Data.
column per test (where
constitutes a test). Copy this page
Test number. !
if
more than three tests are being reported.
Test number. a
Test number:
a. Test information.
Test Species & test method
number
m Y S t 0 ti° t S %
,�ltt G‘
1 A1"�4' b 2 •""
7 �� °Z
Age at initiation of test
L1 e '
Li 0 aft
„
Ct•
Outfall number
I ti 3
1 D 3
f 0 3
Dates sample collected
a J r a 1 o f
5// y E 0:/
`;,;' // 3 I d/
Date test started
o3 / / W / a ,
f 1610 1
g / /5! 0
Duration
9 h r
a LI, k r ,S
a. e.( 11 i'
b. Give toxicity test methods followed. cl _ L.
�
C !----
Manual title
na o k., "(f-�' r;. ; c..r�-�-, 1-.15.,
etr.a r 4• C N -0, r. c t, 4$ 0. 4 .•t
'G k :4 j P- i L. b-
-J -ct e. S, a -+.A' r'�+.-t I b‘.Q
0 4 ;
01-5 et Pt / J.'''1 S
Edition number and year
of publication
Lq1 ec , 4 , .:) i..., j 1 C
9. Ji
Page number(s)
P h it_ 4, 6
c. Give the sample
collection method(s) used. For multiple grab samples, indicate the number of grab samples used.
24-Hour composite
C0 v' P A 1 t f C
1 t '-
ci" p I ! 1-- e
Grab
d. Indicate where
the sample was taken in relation to disinfection. (Check all that apply for each.
Before disinfection
After disinfection
"' a t
, .�
�'�``
? � k S
•^ 1 M1 t
After dechiorination
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22
Page 15 of 22

FACILITY NAME AND PERMIT NUMBER:
pike. -L4, ObQ ► 1
PERMIT ACTION REQUESTED:
Permit Requested
RIVER BASIN:
White Oak River Bas:
Chronic:
NOEC
IC25
Control percent survival
%
%
%
Other (describe)
•
m. Quality Control/quality
Assurance.
Is reference toxicant data available?
t,
e°
Ge
Was reference toxicant test
acceptable bounds?
within
v
�"
,,
000
What date was reference toxicant
run (MM/DD/YYYY)?
test
9A / .' / ®l
•
0-1 17/ D A
J
O F/ / 6 / o
Other (describe)
E.3. Toxicity Reduction
Evaluation.
Is the treatment works involved in a Toxicity Reduction Evaluation?
If yes, describe:
■ Yes ¥No
E.4. Summary of Submitted
cause of toxicity, within
of the results.
Date submitted:
Summary of results:
•R
Biomonitoring Test Information. If you have
the past four and one-half years, providd the dates
9/ / t) / ✓O ? (MM/DD/YYYY)
submitted biomonitoring test information, or information regarding the
the information was submitted to the permitting authority and a summary
a k\ t..-
(see instructions)
,....4AA--- 14 n C i 1
•
!-'. t�
i = .-
:
. '.5 `
.
REFER TO•TH
-i 7 • ^-- x . ,:•- •f -
•� i .%r
� _ � ..� _ -< .e. !'✓ •t �i f:.' sFr iM..? + i. .�-T
,2... , END -OF PART_E -` � . �_ ! E,t�
�� l • . ♦ ��•V.�Y 1, ..-. (�..♦ _
..
APPLICATION OVERVIEW (,PAGE 1)-TO DETERMINE WHICH OTHER FARTS' -•
i� OF FORA 2A YOU :MUST COMPLETE:''" ;,r .,• . y,
�' �1 r ,r r v C.: Y•• ;. . l ,♦ _ '�. .. ,i _.
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 17 of 22

4 A
NCDENR
Mr. Joe Clayton
Water and Sewer Department Director
P.O. Drawer M
Morehead City, North Carolina 28557
Dear Mr. Clayto
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Kerr T. Stevens, Director
Division of Water Quality
March 26, 2001
Th
APR 0 4 2001
DIV ur ryn I LK QUALITY
CENTRAL FILES
Subject: NPDES Permit NC0026611
Morehead City WWTP
Carteret County
Divisiort personnel received your request for clarification of the instream sampling requirements in
the subject permit. You expressed some uncertainty about those parameters where both effluent and
instream samples were required. Sampling should be conducted as follows:
> Upstream and downstream samples shall be collected three times per week from June lst
through September 30th.
..A Upstream -and downstream samples shall be collected once per week from October 15t through
May 31 s'.
Effl.ient samples for Dissolved Oxygen, Fecal Coliform and Temperature shall be collected
daily.
If you have additional questions concerning this permit, please contact me at telephone number
[phone], extension 517.
cc: Central Files
Wilmington gional Office/Water Quality Section
NPDES Unit
Point Source ompliance Enforcement Unit
N. C. Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Internet: h2o.enr.state.nc.us
Sincerely,
David A. Goodrich
NPDES Unit Supervisor
Phone: [phone]
fax: [phone]
DENR Customer Service Center: 1 800 623-7748