NC0075540_Permit Issuance_20061023

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
: 1
October 23, 2006
O. Kenneth Hewett
Director
North Brunswick Sanitary District
PO Box 2230
Leland, NC 28451
Alen W. Klimek, P.E. Director
Division of Water Quality
Subject: Issuance of NPDES Permit NCO075540
Belville WWTP
Brunswick County
Dear Mr. Hewett
Division personnel have reviewed and approved your application for renewal of the subject permit
Accordingly, we are forwarding the attached NPDES discharge pexrnit. 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).
This final permit includes no major changes from the draft permit sent to you on August 30, 2006.
Limits for ammonia have been placed in your petmit This is a result of U.S. Environmental Protection
Agency requirements to develop daily maximum restrictions for every non -municipal permit that has a monthly
average limit Limits for enterococci have been placed in your permit The permittee shall monitor for
enterococci (with no effluent limit) for twelve (12) months following the effective date of this permit Limit
becomes effective December 1, 2007.
If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable
to you, you have the right to an adjudicatory 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 decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division may
require modification or revocation and reissuance of the permit 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, the Coastal Area Management Act or any other Federal or Local governmental permit
that may be required. If you have any questions concerning this permit, please contact Frances Candelaria at
telephone number [phone], extension 520.
Sincerely,
r:V-/ Alan W. Klimek, P.E.
cc: Central Files
Wilmington Regional Office/Surface Water Protection
NPDES Unif-V
Npam,�`t1tCarolina
i/VUturali(J
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet h2o.enr.state.ncus 512 N. Salisbury St. Raleigh, NC 27604 FAX [phone]
An Equal Opportunity/Affirmafive Action Employer- 50% Recycled/10% Post Consumer Paper

Permit NCO075540
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
promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution
Control Act, as amended, the
North Brunswick Sanitary District
is hereby authorized to discharge wastewater from a facility located at the
Belville WWTP
Chappell Loop Road, south of Leland
Brunswick County
to receiving waters designated as the Brunswick River in the Cape Fear River Basin in accordance with
effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III and IV
hereof.
This permit shall become effective December 1, 2006
This permit and authorization to discharge shall expire at midnight on November 30, 2011.
Signed this day October 23, 2006.
�-f'( dy-1
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NCO075540
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked. As of this permit 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 North Brunswick Sanitary District is hereby authorized to:
1. Continue to operate an existing 0.4 MGD wastewater treatment facility with the
following components:
♦ Bar Screen
♦ Equalization Basin
♦ Aeration Basin
♦ Clarifier
♦ Black Liquor Return
♦ Clarifier Weirs
♦ Digester
♦ Tertiary Filters
♦ Mud Well
♦ Clearwell
♦ Bypass Gate
♦ Chlorine Contact Chamber
This facility is located south of Leland off Chappell Loop Road at the Belville VA=
in Brunswick County.
2. After receiving an authorization to construct from the Division, expand the treatment
system to 0.8 MGD.
3. Discharge from said treatment works at the location specified on the attached map into
the Brunswick River, classified SC waters in the Cape Fear River Basin.

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Quad: Wilmington, N.C. N C 0 0 7 5 5 4 0
Latitude: 34'13'17"
Longitude: 77*58'54" North Brunswick Sanitary District
Stream Class: SC Belville WWTP
Subbasin: 30617
Receiving Stream: Brunswick River
Facility
Location.,;
North SCALE 1:214000

Permit NCO075540
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (0.4 MGD)
During the period beginning on December 1, 2006 and lasting until expansion above 0.4 MGD, the Permittee
is authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as
specified below:
PARAMETER
LIMITS
MONITORING REQUIREMENTS
Monthly.
Average
Weekly.
IAvera a
Measurement
Fre uenc
Sample
T e
Sample Locationl
Flow
0.4 MGD
Continuous
Recording
Influent or Effluent
BOD, 5 day (20°C) 2
(April 1— October 31
5.0 mg/L
7.5 mg/L
Weekly
Composite
Influent and Effluent
BOD, 5 day (20°C) 2
November 1— March 31
10.0 mg/L
15.0 mg/L
Weekly
Composite
Influent and Effluent
Total Suspended Solids2
30.0 mg/L
45.0 mg/L
Weekly
Composite
Influent and Effluent
NH3 as N
(April 1— October 31
2.0 mg/L
6.0 mg/L
Weekly
Composite
Effluent
NH3 as N
November 1— March 31
4.0 mg/L
12.0 mg/L
Weekly
Composite
Effluent
Dissolved Oxygen
Daily average > 5.0 mg/L
Weekly
Grab
Effluent
Dissolved Oxygen
Variablel
Grab
Upstream & Downstream
Fecal Coliform
(geometric mean 3
200 / 100 ml
400 / 100 ml
Weekly
Grab
Effluent
Total Residual Chlorine
2/Week
Grab
Effluent
Temperature
Daily
Grab
Effluent
Temperature
Variablel
Grab
Upstream & Downstream
Total Nitrogen (NO2+NO3+TKN)4
Quarterly
Composite
Effluent
Total Phosphorus5
Quarterly
Composite
Effluent
pH
> 6.8 and < 8.5 standard units
Weekly
Grab
Effluent
Enterococcis
35/100 ml
Weekly
Grab
Effluent
Footnotes:
I. Upstream = at NC Highway 130. Downstream = at the confluence with Jackeys Creek. Instream samples shall be
collected three times per week from June through September, and once per week from October through May.
2. The monthly average effluent BOD and Total Suspended Residue concentrations shall not exceed 15% of the respective
influent values (85% removal).
3. Limit and monitoring expires on January 1, 2007.
4. TN = TKN + NO3-N + NO2-N, where TN is Total Nitrogen, TKN is Total Kjeldahl Nitrogen, and NO3-N and NO2-N
are Nitrate and Nitrite Nitrogen, respectively.
5. The quarterly average for total phosphorus shall be the average of samples collected weekly during each calendar quarter
0anuary-March, April June, July -September, October -December).
6. The permittee shall monitor for enterococci with no effluent limit until November 30, 2007. Limit becomes effective
December 1, 2007.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit NCO075540
A. (3.) Phased Construction Requirement
Expansion above 0.4 MGD cannot begin until the average discharge flow exceeds 0.32 MGD. At no time
may the flow tributary to the WWTP exceed the existing design capacity of the WWTP.
A. (4.) PERMIT RE -OPENER: TMDL IMPLEMENTATION
The Division may, upon written notification to the. Permittee, re -open this Permit in order to incorporate or modify
effluent limitations, monitoring and reporting requirements, and other permit conditions when it deems such action
is necessary to implement TNDL(s) approved by the USEPA.

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*ISSUE A' j-DES;W TEWA,TER x
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and regulations, the�Norfh�rona ;fore the undersigned, a Notary Public of said County and State,
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commission propo�esz to issue qsi commissioned, qualified and authorized by law to adminis-
NationalPollutant Discharge
i EGmiriation�i :. e, oaths personally appeared MARISA BUNDRICK, who, being
Sys�em�t �(NPDES
' waste�vater,'d�scha jge:.' emit to jt�e .� p Y PP g
personas) ;hstedbeloffecive45
Gays from the pubiishdate tot' this =�t duly sworn, deposes and says that she is the employee autho-
VA
F ;{ ' " ' �- ed to make this affidavit, of The Slate Port Pilot Inc., engaged
i'itten ;comments regarding the
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` µ �. ~ the publication of a newspaper known as THE STATE PORT
tiriti130 days after the,pu Lsh d�tg of ; p
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date are constd"ereid'im:LOT� published, issued an
id d entered as periodicals mail in the
the sfmall•�irmmns regairduig�
the p>oposed perm V1n'e Director of
the �IGivisionofVateruatityty of Southport, in said County and State; that the notice or other
may decide to Bold :meeting:
for,the"proposed�.g'esraa`TOW.,ait shuld, e,'al advertisement, a true copy of which is attached hereto, was
DiYisioneceive ,asi�nificant liegree
copli�� I& pert ;and blished in THE STATE PORT ILOT on the following dates:
�+otiier�su g rt'zag infocmatian pn -fi2e.
ii§ed to'deteriieine 'conditioM aresent
i that said newspaper in which said notice, paper, document or
-.al advertisement was published was, at the time of each and
ry such publication, a newspaper meeting all of the require-
, nts and qualifications of Section 1-597 of the General Statutes
}forth Carolina and was a qualified newspaper within the mean -
of Section 1-597 of the General Statutes of North Carolina.
s the—_-L& day of �� , 20 O(P .
(Signature of person making affidavit)
.�6rn to an subscribed before me this day of
20�.
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Notary Public
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DIANE C M KWHAN
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discharge ' a inay '� affect . a =future
allocations; iri'this portion, ol'.the Cape `:
Fear Riser Basin

To: NPDES Permitting Unit
Surface Water Protection Section
Attention: Frances Candelaria
Date: 05/15/06
NPDES STAFF REPORT AND RECOMMENDATION
County: Brunswick
+
Permit No. NCO075540
PART I - GENERAL INFORMATION
1. Facility and Address:
Facility: North Brunswick Sanitary District
Belville WWTP
Chappell Loop Road
Leland, NC
Mailing: North Brunswick Sanitary District
P.O. Box 2230
Leland, NC 28451
2. Date of Investigation: 04/20/06
3. Report Prepared by: Tom Tharrington
4. Persons Contacted and Telephone Number: Scott Lewis [phone] Ext. 103, Larry
Whitley [phone]
5. Directions to Site: From Wilmington, travel west of U.S. Hwy. 74-76. Take Hwy 133 S exit
on the west side of the Brunswick River. Go under the Hwy. 74-76 overpass and take a right
onto NCSR 1551 Blackwell Road, travel 0.3 mi. and turn left onto NCSR 1524 Chappell
Loop Road and travel 1.2 mi.. The entrance to the W WTP will be on the left behind a locked
gate. The Brunswick County trash transfer station is adjacent to the site.
6. Discharge Point, List for all discharge points:
Latitude: 34' 13' 17" Longitude: 77' 58' 54"
U.S.G.S. Quad No: K 27 NW U.S.G.S. Quad Name: Wilmington, NC
7. Topography (relationship to flood plain included): This site is approximately 25-30 feet
AMSL, with little change in elevation over the site.
8. Location of nearest dwelling: Approximately 0.5 mile.

9. Receiving stream or affected surface waters: Brunswick River
a. Classification: Class "SC" Waters
b. River Basin and Subbasin No.: CPF 17 (03-06-17)
C. Describe receiving stream features and pertinent downstream uses: A tidal tributary to
the Cape Fear River uses include fishing, boating and crabbing.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted: 0.4 MGD
b. What is the current permitted flow limit? •0.4 MGD, Note: The current permit states
that when the average discharge flow exceeds 0.32 MGD this facility can begin
expansion to 0.8 MGD. This office does not support this flow requirement to be met
prior to expansion of the facility, especially in light of the rapid development in the
areas serviced by this WWTP.
C. Actual treatment capacity of the current facility? 0.4 MGD is listed but the staff has
indicated that above 0.30 MGD rate, operational problems are encountered and the
tertiary filters become overloaded hydraulically, which often results in the need to
bypass these units.
d. Date(s) and construction activities allowed by previous Authorizations to Construct
issued in the previous two years: None.
e. Please provide a description of existing or substantially constructed wastewater
treatment facilities: Existing facilities consist of. influent bar screen, aerated flow
equalization basin and pumps, extended aeration tank with 3 blowers, clarifier, mixed
media tertiary filters, gas chlorine disinfection, post aeration section, aerobic sludge
digester, lime slurry addition system, stand by power generator, influent and effluent
sampling equipment and effluent flow measuring and recording equipment.
f. Please provide a description of proposed wastewater treatment facilities:
N/A
g. Possible toxic impacts to surface waters: chlorine
h. Pretreatment Program (POTWs only): Not needed.
2. Residuals handling and utilization/disposal scheme: Wet sludge disposed of through S&B
Maintenance Inc, permit no. WQ0000783. Sludge is lime stabilized.
3. The compliance history for this facility within the past permit cycle is as follows:
Two nitrogen ammonia exceedances in January, 2006 and July, 2003.
Three pH violations in February and March, 2003 and October, 2004.

4. Treatment plant classification: Class 2
5. SIC Code(s): 4952
PART III -OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds or are any public monies
(municipals only) involved? N/A
2. Special monitoring or limitations (including toxicity) requests: None
3. Important SOC, JOC or Compliance Schedule dates: N/A
4. Alternative Analysis Evaluation: Not done.
5. Other Special Items: None
PART IV - EVALUATION AND RECOMMENDATIONS
This facility generally produces a quality effluent within permit limitations, but over the last
year has experienced periods of high inflow from storm events. At times they have had to
bypass tertiary filters and in one case were required to bypass a portion of the equalization
basin (primarily rainwater) directly to the effluent to prevent overflow of the tank. The area
served by this facility is experiencing significant development, which is believed to be the
source of these excessive flows via leaks and lines opened during construction activities.
Also this facility has recently been experiencing problems with nitrification rates resulting in
effluent above the permitted limit for NH3, some of this problem can be attributed to the
excessive hydraulic loading mentioned above. Another problem has been related to solids
management at the facility. The WWTP at times has been forced to aggressively waste
sludge from the system and in doing so, has lost or significantly decreased the effective
nitrifying population. Even though the facility is permitted at 0.4 MGD, treating wastewater
flows over 0.30 MGD becomes troublesome for the operations staff. The North Brunswick
Sanitary District has expressed interest in an expansion project for this facility but any details
and plans regarding this project have yet to be formally submitted. Another project is in
development for this WWTP to have the capability to transfer untreated wastewater as
needed, from an onsite pumping station to the Northeast Brunswick Regional WWTP
(NC0086819) for treatment and disposal. The force main for this project has been completed
but the required pumping stations have not yet been constructed, the permit covering this
project is WQ0024594.
It is recommended the permit be reissued to the North Brunswick Sanitary District in

accordance with the CFR Basinwide plan for the Belville WWTP (NC0075540).
Signature of Report P parer
Water Quality Regional Supervisor
cc: WiRO NPDES Permit File
Central Files
s is a 6
Date
Date

NORTH BRUNSWICK
SANITARY DISTRICT
P.O. BOX 2230, LELAND, NC 28451-2230 910-371-9949 // 910-371-6441 FAX
April 26, 2006
Ms. Carolyn Bryant
NC DENR/DWQ/Point Source Branch
16717 Mail Service Center
Raleigh, N.C. 27699-1617
Re: NPDES Permit NCO075540
Renewal Application
Dear Ms. Bryant:
In accordance with NC DENR/DWQ requirements we are formally requesting renewal of
our NPDES Permit NC0075540. No changes have been made to the Belville Waste Water
Treatment facility since the last issued permit. Enclosed are our application and the
required supporting documents.
Thank you in advance for your efforts in our behalf.
Very truly yours,
��
neth Hewett
Director
Cc: file

NORTH BR NSWICK
SANITARY DISTRICT
P.O. BOX 2230, LELAND, NC 28451-2230 910-371-9949 H 910-371-6441 FAX
BELVII.,LE SEWER TREATMENT FACILITY
PLANT SLUDGE MANAGEMENT PLAN
1) All sludge is to be dewatered by settling 4aid decanting the water to the EQ basin.
2) After decanting the remaining sludge shall have hydrate lime added and mixed
until a PH of 12.8 throughout is reached and must remain above 12 for 24 hours.
3) After a continuous 24 hour period of the sludge remaining above 12PH the sludge
is then to be removed from the digester by S&B Maintenance (contract hauler and
disposal facility). They haul to their disposal fields and broadcast according to their
permit.
4) The digester is to be checked, including the pumps and aeration facilities, washed
down and returned to service.
O. Kenneth Hewett Larry R. Whitley
Director Operator -in -Charge

FACILITY NAME AND PERMIT NUMBER:
Belville VVW Treatment Plant PERMIT ACTION REQUESTED: RIVER BASIN:
NCO075540 Renewal Cape Fear
FORM
2A NPDES FORM 2A APPLICATION OVERVIEW
NPDES ,
APPLICATION OVERVIEW
Form 2A has been developed In a modular format and consists of a `Basic Application Information" packet
and a "Supplemental Application Information" packet. The Basic Application Information packet is divided
into two parts. All applicants must complete Parts A and C. Applicants with a design flow greater than or
equal to 0.1 mgd must also complete Part B. Some applicants must also complete the Supplemental
Application Information packet. The following items explain which parts of Form 2A you must complete.
BASIC APPLICATION INFORMATION:
A. Basic Application Information for all Applicants. All applicants must complete questions A.1 through A.8. A treatment works
that discharges effluent to surface waters of the United States must also answer questions A.9 through A.12.
B. Additional Application Information for Applicants with a Design Flow a 0A mgd. All treatm@ntWorks that have design flows
greater than or equal to 0.1 million gallons per day must complete questions 13.1 through B.6,
C. Certification. All applicants must complete Part C (Certification).
SUPPLEMENTAL APPLICATION INFORMATION: \ ^Py
D. Expanded Effluent Testing Data. A treatment works that discharges effluent to surface waters of the United States and meets
one or more of the following criteria must complete Part D (Expanded Effluent Testing Data):
1. Has a design flow rate greater than or equal to 1mgd,
2. Is required to have a pretreatment program (or has one in place), or\%
3. Is otherwise required by the permitting authority to provide the information.
E. Toxicity Testing Data. A treatment works that meets one or more of the following criteria must complete Part E (Toxicity Testing
Data):
1. Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program (or has one in place), or
3. Is otherwise required by the permitting authority to submit results of toxicity testing.
F. Industrial User Discharges and RCRA/CERCLA Wastes. A treatment works that accepts process wastewater from any
significant industrial users (SIUs) or receives RCRA or CERCLA wastes must complete Part F (Industrial User Discharges
and RCRA/CERCLA Wastes). SIUs are defined as:
1. All industrial users subject to Categorical Pretreatment Standards under 40 Code of Federal Regulations (CFR) 403.6 and
40 CFR Chapter I, Subchapter N (see instructions); and
2. Any other industrial user that:
a. Discharges an average of 25,000 gallons per day or more of process wastewater to the treatment works (with certain
exclusions); or
b. Contributes a process wastestream that makes up 5 percent or more of the average dry weather hydraulic or organic
capacity of the treatment plant; or
C. Is designated as an SIU by the control authority.
G. Combined Sewer Systems. A treatment works that has a combined sewer system must complete Part G (Combined Sewer
Systems).
ALL APPLICANTS MUST COMPLETE PART C (CERTIFICATION)
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 1 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Belville WW Treatment Plant, NCO075540 Renewal Cape Fear
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works must complete questions A.1 through A.8 of this Basic Application Information Packet.
A.I. Facility Information.
Facility Name
Belville Waste Water Treatment Plant
Mailing Address
P. O. Box 2230
Leland N.C.284511
Contact Person
O. Kenneth Hewett
Title
Director
Telephone Number
[phone]
Facility Address
9911 Chappel Loop Rd
(not P.O. Box)
Leland, N.C. 28451
A.2. Applicant Information. If the applicant Is different from the above, provide the following:
Applicant Name
s
Mailing Address
Contact Person
Title
Telephone Number ( 1
Is the applicant the owner or operator (or both) of the treatment works?
❑ owner ® operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant.
® facility ❑ 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).
NPDES NCO075540 PSD
UIC Other
RCRA Other
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 Population Served Type of Collection System Ownership
North Brunswick Sanitary District 6,900 Combined (Sanitary Sewer) Municipal
Total population served 6,900
.EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 2 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Belville WW Treatment Plant, NCO075540 Renewal Cape Fear
A.5. Indian Country.
a. Is the treatment works located In Indian Country?
❑ Yes ® No
b. Does the treatment works discharge to a receiving water that Is either in Indian Country or that is upstream from (and eventually flows
through) Indian Country?
❑ Yes ® No
A.6. Flow. Indicate the design flow rate of the treatment plant (i.e., the wastewater flow rate that the plant was built to handle). Also provide the
average daily flow rate and maximum daily flow rate for each of the last three years. Each year's data must be based on a 12-month time period
with the 12 month of *this year' occurring no more than three months prior to this application submittal.
a. Design flow rate .4 mgd
Two Years A -go Last Year This Year
b. Annual average daily flow rate 149,900 apd 191,930 apd 241,000 god
C. Maximum daily flow rate 274,600 apd 424,900 gpd 287,700 apd
A.7. Collection System. Indicate the type(s) of collection system(s) used by the treatment plant. Check all that apply. Also estimate the percent
contribution (by miles) of each.
® Separate sanitary sewer • 100
❑ Combined storm and sanitary sewer
A.8. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? ® Yes ❑ No
If yes, list how many of each of the following types of discharge points the treatment works uses:
i. Discharges of treated effluent
ii. Discharges of untreated or partially treated effluent -
Ili. Combined sewer overflow points
Iv. Constructed emergency overflows (prior to the headworks)
V. Other
b. Does the treatment works discharge effluent to basins, ponds, or other surface impoundments
that do not have outlets for discharge to waters of the U.S.? ❑ Yes
If yes, provide the following for each surface impoundment:
Location:
Annual average daily volume discharge to surface impoundment(s)
Is discharge ❑ continuous or ❑ intermittent?
C. Does the treatment works land -apply treated wastewater?
If yes, provide the following for each land application site:
d.
Location:
Number of acres:
Annual average daily volume applied to site:
Is land application ❑ continuous or ❑ Intermittent?
Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works?
100%
® No
mgd
❑ Yes ® No
mgd
❑ Yes ® No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 3 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED: RIVER BASIN:
Belville WW Treatment Plant, NCO075540
Renewal Cape Fear
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).
If transport is by a party other than the applicant, provide:
Transporter Name
Mailing Address
Contact Person
Title
Telephone Number
For each treatment works that receives this discharge, provide the following:
Name
Mailing Address
Contact Person r
Title
Telephone Number
i
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): ❑ Yes ® No
If yes, provide the following for each disposal method:
Description of method (Including location and size of sites) If applicable):
Annual daily volume disposed by this method:
Is disposal through this method ❑ continuous or ❑ intermittent?
EPA Form 3510-2A (Rev.1-99). Replaces EPA forms 7550-6 & 7550-22. Page 4 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Belville WIN Treatment Plant, NCO075540
Renewal
Cape Fear
WASTEWATER DISCHARGES:
If you answered "Yes" to question A.8.a, complete -questions A.9 throu h A.12 once for each outfall (including bypass points) through
which effluent is discharged. Do not Include Information on combined sewer overflows In this "No"
section. If you answered to question
A.8.8, go to Part B, "Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd."
A.9. Description of Outfall.
a. Outfail number 1
b. Location Belville N.C. 28451
(City or town, if applicable) (Zip Code)
Brunswick NC
(County) (State)
34'13.17N 77'58.54W
(Latitude) (Longitude)
C. Distance from shore (if applicable) 176 ft
d. Depth below surface (if applicable) 25 ft.
e. Average daily flow rate .2050 mgd
f. Does this outfall have either an Intermittent or a periodic discharge? ® Yes ❑ No (go to A.9.g.)
If yes, provide the following Information:
Number f times per year discharge occurs: Daily
Average duration of each discharge: 14hrs
Average flow per discharge: .220 mgd
Months in which discharge occurs: 12
g. Is outfall equipped with a diffuser? ❑ Yes ® No
A.10. Description of Receiving Waters.
a. Name of receiving water Brunswick River
b. Name of watershed (if known) Cape Fear River Basin
United States Soil Conservation Service 14-dig€t watershed code (if known):
C. Name of State Management/River Basin (if known): Cape Fear River Basin
r
United States Geological Survey 84g€t hydrologic cataloging unit code (if known):
d. Critical low flow of receiving stream (if applicable)
acute NA cis chronic NA cis
e. Total hardness of receiving stream at critical low flow (if applicable): NA mg/i of CaCO3
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 5 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Belville WIN Treatment Plant, NCO075540
Renewal
Cape Fear
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
® Primary ® Secondary
❑ Advanced ❑ Other. Describe: Extended Aeration
b. Indicate the following removal rates (as applicable):
Design BOD5 removal or Design CBOD5 removal 85,0 ova
Design SS removal 85.0 %
Design P removal NA %
Design N removal NA %
Other %
C. What type of disinfection Is used for the effluent from this outfall? if disinfection varies by season, please describe:
C12
If disinfection Is by chlorination is dechlorination used for this outfall? ❑ Yes ® No
Does the treatment plant have post aeration? ® Yes ❑ No
A.12. Effluent Testing Information. All Applicants that discharge to waters of the US must provide effluent testing data for the following
parameters. Provide the Indicated effluent testing required by the permitting authority for each outfall through which effluent Is
discharged. Do not Include Information on combined sewer overflows In this section. All Information reported must be based on data
collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of
40 CFR Part 136 and other appropriate QAIQC requirements for standard methods for anaiytes not addressed by 40 CFR Part 136. At a
minimum, effluent testing data must be based on at least three samples and must be no more than four and one-half years apart.
Outfall number: 001
PARAMETER
r = MAXI11i�UM DA[LY VALUE �,
f _
> ; , `AVERAGE DAIL ,VALUE ` 1
3 Yk;
-r
.Value_
Nu iierbf $am !es
...,.
pH (Minimum)
>6.8
S.U.
`
pH (Maximum)
<8.5
SM.
Flow Rate
400000
GPD
205000
GPD
Dail
Temperature (Winter)
16
C
16
C
100
Temperature (Summer)
25
C
25
C
146
* For pH please report a minimum and a maximum
daily value
MAXIMUM -DAILY
POLLUTANT
DISCHARGE
AVERAGE DAILY DISCHARGE
-
ANALYTICAL
. ,
METHOD
MUMDL
Condi
Units
Conc
Units
Numb�r'of
;Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN
BOD5
3.0
m /L
2.1
m /L
52
EPA 415.1
m /L
DEMAND (Report one)
CBOD5
NA
NA
NA
NA
NA
NA
NA
FECAL COLIFORM
1200
100 mL
5.0
mL
54
SM 9222B
mL
TOTAL SUSPENDED SOLIDS (TSS) 6.5 M /L 2.0 m /L 52 EPA 160.2 m /L
�r..iqV?.?r:G't`Yruy,S.,..-+.a 34�ra.{fS�1irL,}�FM�t7Crtr'�:4if=>:Y;St� s:y.a..-'�5.±•-�7. �''.p�, �,-,. :_•. .�,. _nr t.� r
,h� .e� �."••• 11' • It
-.. i�', VC�`� >� -`-[• .(a: F^f -r•1• ..�'. ?'.: .+,- Ll:-S ,J�f'X�-{ri]�i
_ e s� !:'t•C ,J• e. f ✓�t'CS^'�'" i :<. 9:. ,'a r � ..,1.,11� •r � sx �,Y :, j'.• l t�' > - f :�i•h..ti ,' :i t y. .7 ` d^• .a-e,.{' r :S sir 15 -:'1 t.
,-- ki, -.._:.0 t ., (. f�^1... •.r1� l4 -.i�' .. e`� ,, •
•, tt.'{ rr• 07` sc >_ y o-�,:; c, �',.:'' i r :. 'x 1j-#,f,. 'Itti r c . �ti%e" �3r'
..7�t.- h - ,:,1.1.•S_v I.t ,s+`Rt K i;l.. 7!.ND�OF�tP' •I .,L.f�"+''h•��:�, ..:,.;�_,.4`Y li- .j..`.t Ir R.: NI...• C4S 1
4�S-ri�:-•x +S..'7^'��'r' _,�.+l;i..7}�ry�..:�. � i .I .t`1•.'� i U ,+4•.- �'3' %-°�'`aa.
: REFE�ttzl; Q 3 0APPI.:�C�fO01/R WEzE�; �PgG�rp—[gip I�'�0 ��� T �,^ �� 4:-��n= �..�M T.A,"!a = kyY- _�yS� ~1��� i � O="'^tV:, c+,-J'W 4 j� t'k3•u ty`: �RE:_.,��.r �rr:�.r(F,
�:'f' �,��.'�=c '�1 ��' —: •ram' k. ,, '�y-; li } ., �:�„ s •i`�u.��'xL-C�?�%.,,v��»L:#i: � .-�.:r��:^., .. �ti:.a-."�z.•�.�)�."z..�.�'�•�i�,����tiC..rr����--..�-`�.��S.x��ity'�-�:rai.�•i� .±�•.;�.',`:.�
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 6 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Belville WW Treatment Plant, NCO075540 Renewal Cape Fear
,t;=.. . p :°.' .L - - r" " a y u �} � $• - n — • i;.. -+s :sY'�j( �S' -n„« r{rMt"v 4a �,rr ' `{` ! ,iti'R - '� r '2 TT•' 3� .�„ '.y' t _ "T• u.'���
P. �
.r'- 'y,'T.�°"f;ii?!i�?5��:''f.."..�rr„1."f,+�''�w1 C�'eif7Fdk:H�{:;.�� �;�1.p. _�7 b. l'� .ZM��)� �i x r gat .'L+•...n� t. �,w .:, k.., i t. _ 3 ,� �,, tr i41+� u'ti7't1 ..' y. t,� � p �..''•�:..1��r�.
n. .L:?...r.�'%:. ;�"� i'}.ts..�',ti..x�•.x�., r".i,.i`: .M�k�lit..�..t7'• 1,... ":r.-'1 .rtlA'`::i��ryi'.r''hi:.0 :`a -iil �«�r'' .:}K j .,i•,�,sb !'� u M ,it ?.J?q'
All applicants with a design flow rate a 0.1 mgd must answer questions B.1 through B.6. All others go to Part C (Certification).
B.I. Inflow and Infiltration. Estimate the average number of gallons per day that flow Into the treatment works from inflow and/or infiltration.
10,000 1 gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
Insgect. Camera and Repair lines where infiltration is found
B.2. Topographic Map. Attach to this application a topographic map of the area extending at least one mile beyond facility property boundaries. This
map must show the outline of the facility and the following Information. (You may submit more than one map if one map does not show the entire
area.)
a. The area surrounding the treatment plant, Including all unit processes.
b. The major pipes or other structures through which wastewater enters the treatment works and the pipes or other structures through which
treated wastewater Is discharged from the treatment plant. Include outfalls from bypass piping, if applicable.
c. Each well where wastewater from the treatment plant is Injected underground.
d. Wells, springs, other surface water bodies, and drinking water wells that are: 1) within % mile of the property boundaries of the treatment
works, and 2) listed in public record or otherwise known to the applicant.
e. Any areas where the sewage studde produced by the treatment works is stored, treated, or disposed.
f. If the treatment works receives waste that is classified as hazardous under the Resource Conservation and Recovery Act (RCRA) by truck, rail,
or special pipe, show on the map where the hazardous waste enters the treatment works and where it is treated, stored, and/or disposed.
B.3. Process Flow Diagram or Schematic. Provide a diagram showing the processes of the treatment plant, including all bypass piping and all
backup power sources or redunancy In the system. Also provide a water balance showing all treatment units, Including disinfection (e.g.,
chlorination and dechlodnation). The water balance must show daily average flow rates at Influent and discharge points and approximate daily flow
rates between treatment units. Include a brief narrative description of the diagram.
B.4. Operation/Maintenance Performed by Contractor(s).
Are any operational or maintenance aspects (related to wastewater treatment and effluent quality) of the treatment works the responsibility of a
contractor? ❑ Yes ® No
If yes, list the name, address, telephone number, and status of each contractor and describe the contractor's responsibilities (attach additional
pages if necessary).
Name:
Mailing Address:
Telephone Number. ( )
Responsibilities of Contractor.
B.S. Scheduled Improvements and Schedules of Implementation. Provide Information on any uncompleted implementation schedule or
uncompleted plans for improvements that will affect the wastewater treatment, effluent quality, or design capacity of the treatment works. If the
treatment works has several different implementation schedules or is planning several improvements, submit separate responses to question B.5
for each. (If none, go to question B.6.)
a. List the outfall number (assigned In question A.9) for each outfall that is covered by this Implementation schedule.
b. Indicate whether the planned Improvements or implementation schedule are required by local, State, or Federal agencies.
❑ Yes ❑ No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 7 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASiN:
Belville WW Treatment Plant, NCO075540
Renewal
Cape Fear
C. If the answer to B.5.b Is "Yes," briefly describe, Including new maximum daily Inflow rate (if applicable).
d. Provide dates imposed by any compliance schedule or any actual dates of completion for the Implementation steps listed below, as
applicable. For improvements planned independently of local, State, or Federal agencies, Indicate planned or actual completion dates, as
applicable. Indicate dates as accurately as possible.
Schedule Actual Completion
implementation Stage MM/DD/YYYY MM/DD/YYYY
- Begin Construction 1 1 I I
- End Construction
- Begin Discharge /• / / /
-Attain Operational Level
e. Have appropriate permits/clearances concerning other Federal/State requirements been obtained? ❑ Yes ❑ No
Describe briefly:
8.6. EFFLUENT TESTING DATA (GREATER THAN 0.1 MGD ONLY).
Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the indicated
effluent testing required by the permitting authority for each outfall through which effluent Is discharged. Do not include Information
on combine sewer overflows in this section. All information reported must be based on data collected through analysis conducted
using 40 CFR Part 136 methods. In addition, this data must comply with QA1QC requirements of 40 CFR Part 136 and other appropriate
QA1QC requirements for stand0rd methods for analytes not addressed by 40 CFR Part 136. At a minimum effluent testing data must be
based on at least three pollutant scans and must be no more than four and on -half years old.
i
Ouifall Number: 001
- ,lV.: S. 4f j .! t {3 \_% r. rl\' 1}t,!l:ti Y -�{)i! !.i� s J' S- •'.ems i t it \. .. yf• ,`S' Pn ,t >; j ,
r MAX{I M Dgl�Y
s { AWER 4GE D`Y ILDISCH ►RGE:`I r
bISCHARGE
- .�
POLLUTANT T
{.✓ T..::k�lt. Y` -� ' a!m .. . a !.k �.. r S.� t-.:: MUMDL
t.�` B.G.J ; ...� - >p3-si f k'L V S' • !. t e�?Z t- • �;\
`.F .L• y .". f F 1..�-' :'y{
1$.�•-4:�'�^ /" l
.r, _ 1» s j.�{a l,+.a3 _..t', a.. tt.§.. 't a �> ::Number t METIOD)
K_ `'�'{ ' `� •� K.t•+C �I.
3�
:> s,Qi'i.r ,_....
rY ��•. 1 .1 �., .LAP .;�-��-� :_;� nits ^ � F. ,/. Co�nc :� �r :UCn.its;:: . ���,Q.��-��•• � .,,,,.y .. ; u
\ls.. �v r•e r 't
+1. t: . i_.�.:. -_t.. � ^ira.n •!<.~y "YZ z�r11d!�',rai:. $•=�.td ?a,•, x��j✓ i. r:'Lit,,.� f f.:J -. K....;;�`•�a) d1Y' �:'S8n1�?)@S It {, ,y '. � �.�;j i '";
CONVENTIONAL AND NON CONVENTIONAL
COMPOUNDS
AMMONIA (as N)
19.7
mg/L
1.7
mg/L
52
SM 4600
mg1L
CHLORINE (TOTAL
RESIDUAL, TRC)
2200
u /L
g
940
u 1L
g
242
SM184500CI-G
u !L
g
DISSOLVED OXYGEN
9.7
mg1L
7.9
mgiL
242
EPA360.1
mg/L
TOTAL KJELDAHL
NITROGEN (TKN)
NA
NA
NA
NA
NA
NA
NA
NITRATE PLUS NITRITE
NITROGEN
7.48
mg/L
4.34
mg1L
3
EPA 353.3
mg/L
OIL and GREASE
NA
NA
NA
NA
NA
NA
NA
PHOSPHORUS (Total)
5.76
mg1L
4.88
mg/L
3
EPA 365.2
mg/L
TOTAL DISSOLVED SOLIDS
(TDS)
NA
NA
NA
NA
NA
NA
NA
OTHER
1'-
y
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EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 8 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
WW Treatment Plant, NCO075540
Renewal
Cape Fear
+�rBelville
,l-� :i.-F. ,as:.r':�; •!i!1• t ':12 r.l � � `{." tt•- .� k. .J.fi;�: i' V/t. '1 J 1. i. ^ ti- ry•Sv .•A+ 11T •' ,K.a f. `h T - Ih.: _
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":l '•'Jl'�4... ..��-C,t-aCPY {-+l tiC _ ...i•..�. �.4o a^bZ7f�t77.�. y"�'��'F}-il:�i ' T1y..•'1� .I I:. S .l r f : i.!g � �i�i,.,i„4(%R^.Jf j t ��.}�' St J t,J" t,y♦.,+•..Y_:. � y,,'�'i31 FS: ' FG, . -.(.R. j .+.}.fir t, _
1 � � � l'`•n ✓?�. ! f i .t q • f f. �r4� '+{ �`GJ� "'f F/'rt- iJ��i� ]..t S it11:L' � .A .Mf �y �� '�.
: it �.•� �T«.,tit r r' ^UC'yf r_J ?1Nr. 5 Zr. n S`l�Sb f 1,.e b (i.' 1>1i 7f : I�J
..BASIC �► N =� F•OR�IIIAz�O.N - � � � �• �,.� � � r , y .
.� .. , �.,�.:;.� �r:�,. .� � t..
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All applicants must complete the Certification Section. Refer to Instructions to determine who is an officer for the purposes of this
certification. All applicants must complete all applicable sections of Form 2A, as explained In the Application Overview. Indicate below which
parts of Form 2A you have completed and are submitting. By signing this certification statement, applicants confirm that they have reviewed
Form 2A and have completed all sections that apply to the facility for which this application Is submitted.
Indicate which parts of Form 2A you have completed and are submitting:
® Basic Application Information packet Supplemental Application Information packet:
❑ Part D (Expanded Effluent Testing Data)
❑ Part E (Toxicity Testing: Biomondoring Data)
❑ Part F (Industrial User Discharges and RCRA/CERCLA Wastes)
❑ Part G (Combined Sewer Systems)
:�;� ''i�{`'z�' •'�: - T cry' `�'"...?zy . ���> . c•:tx..t%:? {�::�y,�?ti`s7•� •'��'�" a,:� ,:,.,►-r �=o ��-�.,;..�J i{ .K-,�_ - � f �;_•,: _.� i-i;, „ �,cr: . {, ,
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AtL►PTPL{CAA_ICOIiAPLETEfH1;�OL°LOW`MG,•C Rz"- •,,�r:n �'� Y�fs -
dF�-
�7.�:`.i•?{
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-ts•+i ._'�. LGY_t. 4�3Jtti �� '.4�.-} �C:;. i�xu7`.��:r:'�2•a �iY�:.e3ld?i;,''; F^Ffy.. �.•3i. e. •.e-E :. 4�..
t:.. 3=.i'iFPV:sT��tdF:a�;�F�'.9It, .•Sk:f3''r3fri1P{..1Ra' .JlfAt'f1R�"ih."C.J���- ty �'f
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who
manage the system or those persons directly responsible for gathering the Information, the information is, to the best of my knowledge and belief, true,
accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment
for knowing violations.
!
Name and official title O. Kenneth Hewett. Director
Signature
Telephone number [phone]
Date signed 111z. G La
I Upon request of the permitting authority, ou mus submit any other Ini'mmation necessary to assure wastewater treatment practices at the treatment
works or Identify appropriate permitting requirements.
SEND COMPLETED 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

Process Flow Diagram for Belville Waste Water Treatment Plant

Belville Backup Power Supply Diagram
4/10/2006

Belville Water Balance Diagram
WIM006
- 1 Chlorination Brunswick River
Effluent s 241,000 avg. daily

CapeFeat/W; KV
NC Division of Water Quality
Point Source Branch
December 16, 2005
MEMORANDUM
To: NPDES Permit Files; WIRO
Through: NA
From: Tom Belnick
Subject: Proposed NPDES Permitting Actions for 2006 Permit Renewals
Cape Fear River Basin (Wilmington Regional Office)
On 12/13/2005, NPDES staff (Gil Vinzani, Maureen Crawford, Tom Belnick) met with Wilmington
Region Surface Water Protection staff (Ed Beck, Linda Willis), to consider facility compliance in
drafting NPDES permit renewals for facilities located in the Cape Fear River Basin. A short list of 20
facilities were identified within the WIRO which exceeded subjective compliance thresholds, and the
need for possible permitting actions for these facilities were discussed. A summary of these discussions
and recommended actions are presented below, and included with each permit file. Assigned permit
writers should incorporate recommended actions or conduct followup with WIRO and/or NPDES staff
as necessary. Please see NPDES staff listed above with any questions.
1) NC0002305 Guilford Mills East; permit unassigned)- Facility was under SOC and actions
completed. No action necessary. This permit does not expire until 12/31/2007, thus it was not assigned
with the Cape Fear 2006 permit renewals. The current expiration date is not consistent with the Cape
Fear River Basin schedule, so the next renewal should set the expiration date to 1/31/2012 to coincide
with the Cape Fear subbasin 030622 expiration schedule.
2) NC0002933 (Calypso WTP: permit assigned to Carolyn Brvant)- No action necessary.
3) NC0003344 (House of Raeford: permit assigned to Joe Corgoron)- Formerly Circle S poultry
operation, now under new ownership. WWTP lacks duality. Permit writer should contact WIRO (Linda
Willis) to discuss whether a special condition should be added to permit renewal.
4) NCO020346 (Magnolia WWTP: permit assigned to Maureen Crawford)- Facility has made
improvements to headworks. No action necessary.
Page 1
Cape Fear Permit Renewal/Compliance-WiRO

5) NCO021334 (Southport WWTP; permit assigned to Maureen Crawford)- Facility has had problems,
due to historical innovative technology that never worked well. Facility is in process of taking discharge
offline, and diverting to SE Brunswick for land application. Contracts are in place. No action
necessary- but might want to add language to cover letter summarizing our understanding that facility
will ultimately eliminate discharge.
6) NCO023256 (Carolina Beach WWTP; permit assigned to Bob Sledge,)- Upgraded plant to 5&2 with
tertiary filters and small spray/reuse component. No action necessary.
7) NCO025763 (Kure Beach WWTP; permit assigned to Francic Candelaria)- Problem with TSS/algae
growth, which has been abated by aquashade and barley hay bales. Effluent currently looks good. No
action recommended.
8) NCO025895 (Holly Ridge WWTP; permit assigned to Maureen Crawford)- Recission request
received by DWQ- do NOT renew permit.
9) NCO026018 (L3eulaville WWTP; permit assigned to Vanessa Manuel)- Good plant and ORC. Some
I&I issues. No action recommended.
10) NCO036668 (Kenansville WWTP; permit assigned to Vanessa Manuel)- New plant (oxidation
ditch) operating well. No action recommended.
11) NCO039527 (New Hanover County/Walnut Hills VWVTP; permit assigned to Francis Candelaria)-
Discharge will eventually go to Wilmington Northside VWVTP. No action recommended.
12) NCO043796 (Columbus County/Acme Elementary; permit assigned to Francis Candelaria)- Good
ORC, no concerns. No action recommended.
13) NCO049743 (New Hanover County/Landfill WWTP; permit assigned to Bob Slew)- Some zinc
issue with landfill leachate. Constructed wetlands for polishing. No discharge after landfill closes. No
action recommended.
14) NCO055107 (Aqua North Carolina/Dolphin Bay WWTP; permit assigned to Vanessa Manuel) -
Discharge will eventually be eliminated, by connection to Cape WWTP. No action recommended.
15) NCO056863 (Rose Hill WWTP; permit assigned to Maureen Crawford)- No action recommended.
Page 2
Cape Fear Permit Renewal/Compliance- WiRO

16) NCO057533 (Brunswick County/Hood Creek; permit assigned to Vanessa Manuel)- Solids issue
resolved. No action recommended.
17) NCO065307 (Worslev Company/Dixie Boy)' permit assigned to Karen Rust)- New owner, good
ORC. No action recommended.
18) NCO065676 Brunswick County/Leland Industrial;)- No longer discharging -connected to NE
Brunswick plant. Should be listed as a rescinded permit. No NPDES permit file. _
19) NCO075540 (North BrunswickBelville WWTP• permit assigned to Francic Candelaria)- No action
recommended.
20) NCO082295 (Fortron Industries,• permit assigned to Tova Fields)- Facility has moved into next
phase of limits. No problems. No action recommended.
Page 3
Cape Fear Permit Renewal/Compliance- WiRO

WMU(n=10) KUC=t�lQurc{h
Cape Fear River Basin Enforcement Cases - 2000-2005
1
L.
3
4
a
NC0002305
Gu11£Ord Mills Inc
i'ACRLITY,y ', ..
Guilford Fast Mill W
AEGF.
Wilmington
rsc
LV-2001-0427
J_2arametog
?MW4ZUM
294.28
RAID$^,,,'r`
294.28
NC0002305
Guilford Mills Inc
Guilford East Mill W
Wilmington
LV-2002-0080
SOD
2045.39
NC0002305
Guilford Mille Inc
Guilford East Mill ji
Wilmington
LV-2002-0152
BOD
545.39
NC0002305
Guilford Mills Inc
Guilford East Mill W
Wilmington
NGV-2004-LV-0205
FEC COLI
0
0
KC0002305
Guilford Mille Inc
Guilford East Mill W
Wilmington
TR-2000-0066
-
3039.24
3039.24
NC0002305
Gu lford Mills Inc
Gu lford East Mill w
Wilmington
TK-2001-0015 _
3039.24
3039.24
NC0002933
Town of Calypso
Calypso WTP
Wilmington
LV-2004-0015
RES/TSS
298.4
298.4
NC0002933
Town of Calypso
Calypso WTP
Wilmington
LV-2004-0054
RES/TSS
398.4
398.4
NC0002933
Town of Calypso
Calypso WrF
Wilmington
NOV-2004-LV-0050
RFS/TSS
0
0
NC0003344
House of Raeford Far
House of Raeford/Wal
Wilmington
LV-2002-0139
1290.55
290.55
NC0003344
House of Raeford Par
House of Raeford/Wal
Wilmington
LV-2004-0531
HOD
5044.94
5044.94
NC0003344
House of Raeford Far
House of Raeford/Wal
Wilmington
LV-2004-0564
BOD
10544.94
10544.94
NC0003344
House of Raeford Fax
House of Raeford/Wal
Wilmington
LV-2005-0033
Son
5795.94
5795.94
NC0003344
House of Raeford F,-r
Rouse of Raeford/Wal
Wilmington
N0V-2004-LV-0456
NH3-N
0
0
MC0020346
Town of Maqnol a
Magnolia WWfP
Wilmington
LV-2000-0068
1043.44
1043.44
NCO020346
Town of Magnolia
Magnolia WWTP
Wilmington
LV-2000-0082
1043.56
1043.56
NCO020346
Town of Magnolia
Magnolia WWTP
Wilmington
LV-2000-0114
3043.56 -:
3043.56
NCO020346
Town of Magnolia
Magnolia WWTP
Wilmington
LV-2000-0149
6043.56
6043.56
NCO020346
TOWn of Magnolia -
Magnolia WWTP
Wilmington
LV-2000-0237
7543.56
7543.56
NCO020346
Town of Magnolia
Magnolia WWTP
Wilmington
LV-2000-0286
8143.56
N00020346
Town of Magnolia
Magnolia WWTP
Wilmington
LV-2000-0372
9469.74
9469.74
NCO020346
Town of Magnolia
Magnolia WWTP
Wilmington
LV-2003-0015
FEC COLI
1040.55 +
1040.55
NCO020346
Town of Magnolia
Magnolia WWTP
Wilmington
LV-2003-0040
FEC COLI
1040.55
1040.55
NCO020346
Town of Magnolia
Magnolia WWTP
Wilmington
LV-2003-0660
NH3-N
1068.7
1068.7
NCO020346
Town of Magnolia
Magnolia WWTP
Wilmington
LV-2003-0806 `
FLOW
548.4
548.4
NCO020346
Town of Magnolia
Magnolia WWTP
Wilmington
LV-2003-0825
HOD
3048.4 !
3048.4
NCO020346
Town of Magnolia
Magnolia WWTP
Wilmington
LV-2004-0016
HOD
360.9 i
360.9
NCO020346
Town of Magnolia
Magnolia WWTP
Wilmington
LV-2004-0035
FLOW
985.9
985.9
NCO020346
Town of Magnolia
Magnolia WWTP
Wilmington
LV-2004-0048
SOD
985.9
985.9
N00020346
Town of Magnolia
Magnolia WWTP
Wilmington
LV-2004-0056
FLOW
1173.4
1173.4
NCO020346
Town of Magnolia
Magnolia WWTP
Wilmington
LV-2004-0193
PLOW
571.4 i
571.4
NCO020346
Town of Magnolia
Magnolia WWTP
Wilmington
LV-2004-0364
FLOW 1982.43
- 1
982.43
N00020346
Town of Magnolia
Magnolia WWTF
Wilmington
LV-2004-0461
FEC COLI
357.44
NCO020346
Town of Magnolia
Magnolia WWTP
Wilmington
LV-2005-0034
FLOW
983.44 i
NCO020346
Town of Magnolia
Magnolia WWTP -
Wilmington
NOV-2004-LV-0206
FLOW
0
0
NCO020346
Town of Magnolia
Magnolia WWTP
Wilmington
NOV-2004-LV-0213
FLOW
0
0
NC0020346
Town of Magnolia
Magnolia WWfP
Wilmington
NGV-2004-LV-0259
FLOW
0
0
N00020346
TOWn of Magnolia
Magnolia WWTP
Wilmington
NOV-2004-LV-0389
FLOW
0 i
0
NCO020346
Town of Magnolia
Magnolia WWTP
Wilmington
NOV-2004-LV-0403
HOD
0
0
N00020346
Town of Magnolia
Magnolia WWTP
Wilmington
NOV-2005-LV-0037
FLOW
0 1
0
NCO020346
Town of Magnolia
Magnolia WWTP
Wilmington
NOV-2005-LV-0160
FLOW
0 :
0
NCO020346
Tavn of Magnol a
Magnolia WWfP
Wilmington
NOV-2005-LV-0349
FLOW
0 1
0
NCO021334
City of Southport
Southport POP
Wilmington
LV-2000-0189
1035.06
1035.06
NCO021334
City of Southport
Southport WWTP
Wilmington
LV-2001-0363
290.55
290.55
NC0021334
City of Southport
Southport WWfP
Wilmington
LV-2002-0279
1290.55
1290.55
NCO022334
City of Southport
Southport WWTP
Wilmington
LV-2003-0034
1790.55
1790.55
NCO021334
City of Southport
Southport WWTP
Wilmington
LV-2003-0790
BOD
288.72
288.72
NCO021334
City of Southport
Southport WWTP
Wilmington
LV-2004-0310
FEC COLT
304.83
304.83
NCO021334
City of Southport
Southport WWTP
Wilmington
LV-2004-0457
FEC COLI
294.94.
294.94
NCO021334
City of Southport
Southport WWTP
Wilmington
LV-2005-0005
FEC COLI
295.94
295.94
NC0021334
City of Southport
Southport WWTP
Wilmington
NOV-2004-LV-0046
HOD
0 -
0
NCO021334
City of Southport
Southport WWFP
Wilmington
NOV-2004-LV-0056
PH
0
0
NCO021334
City of Southport
Southport WWTP
Wilmington
NOV-2004-LV-0237
FEC COLI 10
0
N00021334
Clty Of Southport
Southport WWTP
Wilmington
NOV-2004-LV-0514
HOD
0
0
NCO023256
Town of Carolina Bea
Cazolma Beach WWfP
Wilmington
LV-2001-0382 -
294.28
NCO023256
Town of Carolina Bea
Carolina Beach WWTP
Wilmington
LV-2001-0411
290.55
290.55
NCO023256
Town of Carolina Bea
Carolina Beach WWTP
Wilmington
LV-2003-0808
CHLORINE
298.4
48.4
NCO023256
Town of Carolina Bea
Carolina Beach WWTP
Wilmington
NOV-2004-LV-0106
CHLORINE
0
0
NCO023256
Town of Carol na Bea
Carolina Beach WWTP
Wilmington
WOV-2004-PC-0112
0
0
NCO025763
Town of Rure Beach
Kure Beach WWTP
Wilmington
7V-2000-0078
1285.06
1285.06
NCO025763
Town of Kure Beach
Kure Beach WWTP
Wilmington
LV-2000-0187
1035i06
1035.06
NC0025763
Town of Kure Beach
Kure Beach WWTP
Wilmington
LV-2000-0242
1785.06
1785.06
NCO025763
Town of Kure Beach
Kure Beach WWTP
Wilmington
LV-2001-0022
1285.57.
11285.57
N00025763
Town of Kure Beech
Kure Beach WWTP
Wilmington
LV-2001-0044
1035.57
1035.57
NCO025763
Town of Kure Beach
Kure Beach WWTP
Wilmington
LV-2001-0097
1290.55
1290.55
NCO025763
Town of Kure Beach
Kure Beach WWTP
Wilmington
LV-2001-0129
1915.55
1915.55
KC0025763
Town of Kure Beach
Kure Beach WWTP
Wilmington
LV-2001-0550
FLOW
1290.55
1290.55
NCO025763
Town of Kure Beach
Kure Beach WWTP -
Wilmington
LV-2002-0069
FLOW
1290.55
1290.55
NCO025763
Town of Kure Beach
Kure Beach WWTP
Wilmington
LV-2002-0177
1040.55
1040.55
NCO025763
Town of Kure Beach
Kure Beach WWTP
Wilmington
LV-2002-0515 -
1040..55
1040.55
NCO025763
Town of Kure Beach
Kure Beach WWTP
Wilmington
LV-2003-0033
1040.55
1040.55
NCO025763
Town of Kure Beach
Kure Beach WWTP
Wilmington
LV-2003-0220
289.75
289.75
NC00257fi3
Town of Kure Beach
Kure Beach WWTP
Wilmington
LV-2004-0018
PEC COLI
148.4
148.4
NC0025763
Town of Kure Beach
Kure Beach WWTP
Wilmington
LV-2004-0225
RES/TSS
304.83
304.83
Page 1 . '

Cape Fear River Basin
Enforcement Cases 2000-2005
on
11
10
11
13
NCO025763
NCO025763
NC0025895
Town of Kure Beach
Townof Kare Beach
Town Of Holly Ridge
Town Of Holly Ridge
FACIL?Ty
Kure Beach WWTP
Kure Beach WWTP
Rally Ridge WWTP
Holly Ridge WWTP
..
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmfagton
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmmgton
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
Wilmington
i �PaiaIDaC9;�
NOV-2004-LV-0265
NOV-2004-IA-0269
LV-2000-0119
LV-2000-0186
LV-2000-0241
LV-2000-0392
LV-2000-0478
LV-2001-0132
LV-2002-0141
LV-2002-0373
LV-2003-0067
LV-Z003-0092
LV-2003-0669
LV-2003-0795
LV-2003-0810
LV-2004-0041
LV-2004-0060
LV-2006-0116
LV-2004-0159
LV-2004-0227
LV-2004-0256
LV-2004-0257
LV-2004-0528
LV-2005-OD60
NOV-2004-LV-0256
TX-2000-0061
TX-2002-0027
LV-2002-0322
LV-2003-0792
LV-2003-0807
LV-2004-D037
LV-2004-0051
LV-2004-0057
LV-2004-0194
LV-2004-0224
LV-2004-0525
LV-2005-0038
Nw-2004-LV-0058
NOV-2004-LV-0203
NOV-2006-LV-0208
NOV-2004-LV-0381
LV-2000-0446
LV-2001-0124
LV-2001-037fi
LV-2004-0058
LV-2004-0161
LV-2005-0039
NV-2005-0009
NOV-2004-LV-0263
NOV-2004-LV-0457
NOV-2004-MV-0004
NOV-2004-MV-0008
WO-2-001-0007
LR-2005-0006
LV-2003-0219
LV-2004-0408
NOV-2004-LV-0959
NOV-2005-LR-0010
NOV-2005-LV-0135
NOV-2005-PC-0018
LM-20OD-0020
LV-2000-0079
PEN11T_.TY
RES/TSS 0
RES/TSS 0
0
0
1285.06 1285.06
1535.06 1535.06
1289.92
1285.57
1040.55
1540.55
2040.55
68.7
NC0025895
NC0025895
NCO025895
NCO025395
NC0025895
NC0025895
NCOD25895
NCO025895
NCO025895
Tows Of Holly Ridge
TOWo Of' Holly Rinse
Town Of Holly Ridge
Town Of Holly Ridge
Town Of Holly Aidge
Town Of Holly Ridge
Town Of Holly Ridge
Town Of Holly Ridge
Town Of Holly Ridge
Holly Ridge WWTP
Holly Ridge WWTP
Holly Ridge WWrP
Holly Ridge WWTP
Holly Rid ge WWTP
Holly Ridge WWTP
Holly Ridge WWTP
Holly Ridge WWTP
Holly Ridge WWTP
PEC COLI
FBC COLI
12 B5.06 1285.06
1289.92
1285.57
2540.55 :540.55
1540.55
1040.55
1540.55
2040.55
1818.7 ,.
NC0025895
NCO025895
NC0025895
N00025895
NC0025895
NC0025895
NC0025895
NC0025895
NCO025895
Town Of Holly Ridge
Town Of Holly Ridge
Town Of Holly Aidge
Town Of Holly Ridge
Town Of Holly Ridge
Town Of Holly Ridge
Town Of Holly Ridge
Town Of Holly Ridge
Holly Ridge WWTP
Holly Ridge WWTP
Holly Ridge WWTP
Holly Ridge WWTP
Holly Ridge WWTP
Holly Ridge WWI
Holly Ridge WWIP
Holly Ridge WWTP
.FLOW
HOD
FLOW
FEC COLI
FLOW
PEC COLI
RES/TSS
FLOW
798.4 1798.4
1298.4 '1298.9
985.9.
360.9 !:
804.83 1:809
429.83 !'--429.83--
696.4 is
992.33 !:
985.9
36D .9.
.83
896.4 -.
992.33
NC0025895
7CO028995
Town Of Holly Ridge
TOwn.Of Holly Ridge
Holly Ridge WWTP
Holly Ridge WWTP
FLOW
PLOW
992.33
794.94
'' ..
794.94
PLOW
1,
795.94 I;
795.94
NCO025895
Town Of Holly Ridge
Holly Ridge WWII
RES/TSS
FLOW
FLOW
FLOW
0 L
1389.24 I:
3024.24 1524;.24:'
1040.55
798.4
798.4
798A is
O;
1389-24
1040.55
798.4
798.4
798,C
NCO025895
NC0028895
NC0025895
NCO026018
NC0020018
NC0026018
NC0026018
Town Of Holly Aidge
Town Of Holly Ridge
Town Of Holly Ridge
Town of BeulaVille
Town of Beulaville
Town of Beulaville
Town of Beulaville
Holly Ridge WWTP
Holly Ridge WWTP
Holly Ridge WYITP
Beulaville WWTP
Beulaville WWTP
Beulaville WWTP
Heulaville WWTP
NCO026018
TOWo of Beulaville
Town of Beulaville
Beulaville WWTP
Beulaville WWTP
FLOW
FLOW
798.4 !:
798.4 [
73S A:."
98.4.-: ,
NC0026018 .
NCD026018
i 0026018
Town of Beulaville
Town of Beulaville
-Beulaville
Beulaville WWTP
WWTP
FLOW
FLOW
821.4
992.33 1=
992d33r i
NCO026018
NCO026018
NC0026018
NC0026018
Town of Beulaville
Town of Beulaville
Town of Beulaville
Town of Beulaville
Beulaville WWTP
Beulaville WWTP
Beulaville WWTP
Beulaville WWTP
PLOW
FLOW
FLOW
FLOW
794.94 I:
795.94 !i
0 ::
0 I0.'.-
794i94 .
795.9.6-
0'." h:..
FLOW
0 ;:
O1.
NCOO26018
Town of Beulaville
Beulaville WWTP
FLOW
FEC COLI
FEC COLI
0 !:-O)
1535.82 :-.
1044.28
328.4 ';
298.4 =
354.83
.
535.82
1044.28
298.4 8
298.4
354.83
NC0026018
NCO036668
NC0036668
NC0036668
NC0036668
M003 666B
town of Beulaville
Town. of Kenansville
Town of Kenansville
Town of Renansville
Town of Kenansville
Town of Kenansville
Beulaville WWTP
Renansville WWTP
Kenansville WWIP
Renansville WWfP
Kenansville WWTP
Kenansville WWTP
NC003 6668
NC003 6668
Town of Kenansville
Town of Kenansville
Town of Kenansville
Kenansville WWTP
Kenansville WWTP
Kenansville WWTP
HOD
CHLORINE
CHLORINE
1295.99
241.82
0
1295.94
241.82
0
NC003 6668
NCO036668
Town of Kenansville
Town of Rennes lle
Renansville WWTP
Kenansville WWTP
CHLORINE
OIL-GRSE
0
0
0
0
NCO036668
NC0036668
Town of Renansville
Renansville WWTP
OIL-GRSE
0
0
NC0036668
NCO039527
Town Of Renansville
New Hanover County W
Kenansville WWTP
Walnut Hills WWTP
iZ7S3-N
2,348.88
600
11548.40
600
NC003 5527
NCO039527
NCO039527
New Hanover County W
New Hanover County W
New HBIIOVei County W
Walnut Hills WWTP
Walnut hills WWTP
Walrmt Hill's WWIP
BOD
RES/TSS
DO
289.75
640.7
0
289.75
640.7
0 -
0
0
N00039527
Raw Hanover County W
Walnut Hills WWTP
-Hills
DO
0
0
M0039527
New Hanauer County W
Walnut WWTP
0
1485.06
1285.06
0
1489.92
1285.06
NCO039527
NCO043796
NC0043796
New Hanover County W
Columbus County Boar
Columbus County Boaz
Walnut 110 WWTP
Acme Delco Elements
Acme Delco Elements
A e Delco Elements
A®e Lei.. Element
LV-2000-0321
1035.06
1035.06
N00043796
Columbus County Boar
NOV-2004-LV-0043
NOV-2004-LV-0057
LV-2001-0384
LV-2003-0793
LV-2005-02fi9
NOV-2004-LV-0091
NOV-2004LV-0274
NOV-2005-LV-0097
LV-2000-0504
LV-2002-0323
LV-2003-0041
FEC COLI
0
0
NCO043796
Columbus county Soar
FEC COLT
A-TRPNOL
ZINC
ZINC
0
1294.28
398.4
505.84M0049743
0
0
N1294-25W0047743NealHanwerCounty
14CO043796
5C0047743
NC0049743
Columbus County Boar
New Hanover County W
W
New Hanover County W
New Hanover County W
8 Delco Element
Landfill WWTP
Landfill WWIP
Landfill WWrP
Landfill WWTP
NCO049743
N-0047743
NC0055107
NC0055107
NC0055107
New Hanover County W
New Hanover County W
Aqua North Carolina
Aqua North Carolina
Aqua North Carolina
Landfill WWTP
Landf 11 WWTP
Dolphin Bay WW'P
Dolphin Bay WWTP
Dolphin Hay WWTP
HOD
ZINC
0
0
1040.55
290.55
290.55
0
1040.55
290.55
290.55
Page 2

r
f
Cape Fear River Basin
i
t •
Enforcement Cases 2000-2005
ERNIIT ". :.OWNER..
NCO055107
Aqua North Carolina
FAQILI ..'i.
Dolphin Bay WWTP
REGION
Wilmington
EN.'.. ..-. `yYa
NOV-2005-LV-0098
_._. ._
PH
PEN(jLTTV
0
P'
0
NCO055107
Aqua North Carolina
Dolphin Bay WWTP
Wilmington
NOV-2005-LV-0198
PH
0
0
NCO056863
Town of Rose Hill
Rose Hill WWTP
Wilmington
7V-2000-0016
1043.44
1043.44
NCO056863
Town of Rose Hill
Rose Hill WWTP
Wilmington
LV-2004-0038
HOD
298.4
298.4
NC0056863
Town of Rose Hill
Rose Hill WWPP
Wilmington
NOV-2004-LV-0458
HOD
0
0
NCO056863
Town of Rose Hill
Rose Hill WWTP
Wilmington
NOV-2005-LV-0350
FLOW
0
0
NC0056 663
Town of Rose H 11
Rose Hill WWTP
Wilaington
TX-2003-0005
Z024.24
2024.24
NC0057533
Bnswick
ru
Covnty
Hood Creek (Northwes
Wilmington
LV-2003-0781
AES/T55
1318.7
68.7
NCO057533
Brunswick
County
Hood Creek (Northwes
Wilmington
NOV-2004-LV-0261
RES/TSS
0
0
NCO057533
Brunswick
County
Hood Creek (Northwes
Wilmington
NOV-2004-LV-0524
RES/TSB 10
0
NCO057533
Brunswick
County
Hood Creek (Northwes
Wilmington
NOV-2005-LR-0008
0
0
NCO057533
Brunswick County
Hood Creek (Northwes
Wilmington
NOV-2005-LV-0346
RES/TSS
0
0
NCO065307
Worsley C es In
Dixie Boy No. 6
Wilmington
L14-2000-0022
FBC COLI
2768.61
NCO065307
Worsley Companies In
Dixie Boy No. 6
Wilmington
LV-2000-0017
PLOW
1597.52
NC0065307
Worsley Companies in
Dixie Bay No. fi
Wilmington
LV-2000-0059
PLOW
1722.52
NCO065307
Worsley Companies In
Dixie Boy No. 6
Wilmington
LV-2000-0077
FLOW
3072.56
NCO065307
Worsley Companies In
Dixie Boy No. 6
Wilmington
LV-2000-0121
FLOW
1722.56
NCO065307
Worsley Companies In
Dixie Hoy No. 6
Wilmington
LV-2000-0322
FEC COLI
2735.06 !
NCO065307
Worsley Companies In
Dixie Boy No. 6
Wilmington
LV-2001-0365
290.55
290.55
NCO065307
Worsley Companies In
Dixie Boy No. 6
Wilmington
LV-2002-0422
290.55
290.55
NCO065307
Worsley Companies in
Dixie Hoy No. 6
Wilmington
LV-2004-0059
OIL-GRSE
298.4
298.4
NCO065307
Worsley Companies in
Dixie Boy No. 6
Wilmington
LV-2004-0462
FBC COLI
144.94
144.94
NCO065307
Worsley Companies In
Dixie Boy No. 6
Wilmington
LV-2004-0462
PH
144.94
144.94
NCO065307
Worsley Companies In
Dixie Hoy No. 6,
Wilmington
NOV-2003-LV-0207
PH
0
0
NC0065307
Worsley Companies In
Dixie Boy No. 6
Wilmington
NOV-2009-LV-0053
PH
0 I
0
NC0065307
Worsley Companies In
Dixie Boy No. 6
Wilmington
NOV-2004-LV-0079
PH
0
0
NC0065307
Worsley Companies In
Dixie Hoy No. 6
Wilmington
NOV-2004-LV-0107
PH
0 :-
0
NCO065307
Worsley Companies In
Dixie Boy No. 6
Wilmington
NOV-2004-LV-0120
PH
0
0
NCO065307
Worsley Companies In
Dixie Boy No. 6
Wilmington
NOV-2005-LV-0026
PH
0
0
NCO065307
Worsley Companies In
Dixie Boy No. 6
Wilmington
N37-2005-LV-0099
FEC COLI
0
0
NCO065307
Worsley Companies In
Dixie Boy No. 6
Wilmington
NOV-2005-LV-0137
PH
10
0
NCO065307
Worsley Companies In
Dixie Boy No. 6
Wilmington
NOV-2005-LV-0199
PH
0
0
NC0065307
Worslay Compannes In
D xie Boy No. 6
Wilmington
NOV-2005-LV-0373
PH
0 •.
0.
NCO065676
Brunswick County --
Leland industrial Pa
Leland Industrial Pa
Wilmington
Wilmington
LV-2000-0070
LV-2000-0118
539.92
539.92
NCO065676
Brunswick County
539.92 1.
539.92
NCO065676
Brunswick County'
Leland Industrial P
Wilmington
LV-2000-0272
352.42
352.42
KC0065676
Brunswick County
Leland Industrial Pa
Wilmington
LV.-2000-0436
1289.92
1289.92
NCOU65676
Brunswick County
Leland Industrial Pa
Wilmington
LV-2001-0367
290.55 '
290.55
NCO065676
Brunswick County
Leland Industrial Pa
Wilmington
LV-2003-0803
BOD
1048.4
1048.4
NCO065676
Brunswick County -
Leland Industrial Pa
Wilmington
LV-2003-0820
RES/TSS
1298.4
1298.4
NC006 6676
Brunswick County
Leland Industrial Pa
Wilmington
LV-2003-0843
HOD
1798.4
1798.4
NCO065676
Brunswick County
Leland Industrial Pa
Wilmington
LV-2004-0027
RES/TSB
2235.9
12235.9
NCO065676
Brunswick County
Leland Industrial Pa
Wilmington
NOV-2003-LV-0329
RES/TSS
0
0
NCO065676
Brunswick County
Leland Industrial Pa
Wilmington
N0V-2004-LV-0098
BOD
0
0
NCO065676
Brunswick County
Leland Industrial Pa
Wilmington
TX-2000-0045
2039.24
2039.24
NCO065676
Brunswick County
Leland industrial Pa
Wilmington
TX-2003-0002
3024.24
3024.24
NCO065676
Brunswick County
Leland Industrial Pa
Wilmington
TX-2003-0300
2024.24
2024.24
N00065676
Brunswick County
Leland Industrial Pa
Wilmington
TX-2003-0303
1024.24
1024.29
N00075540
North Brunswick
Sani
Belville
WWTP
Wilmington
NOV-2004-LV-0048
PH
0
0
NCO075540
North Brunswick
Sani
Belville
WWTP
Wilmington
NOV-2004-LV-0099
NH3-N
0
0.
NCO075540
North a ck S
Belville WWTP
Wilmington
LV
NOV-2005--0024
PH
0
0
NCO082295
Fortron Industr es
Fortron Industr ea
Wilmington
LV-2000-0062
1289.92
1289.92
NC0082295
Fortron Industries
Portion industries
Wilmington
Wilmington
LV-2000-0071
LV-2000-0152
289.92
289.92
NC0082295
Fortron Industries
Fortron Industries
1039.92
1039.92
NCO082295
Fortron industries
Fortron Industr ea
Wilmington
LV-2004-0214
ROD
NM
823.4
NCO082295
Fortron Industries
Fortron Industries
Wilmington
LV-2004-0223
14DICHLO
1554.83
1554.83
NCO082293
To Industries
lFortron IndustriesW
Wilmington
NM-2005-LV-0161
BOD
10
0

FACT 100NEET FOR EXPEDITED RENEHAL
Permit Number
&/e' Ott 3—.4 O
Facility Name
Reviewer
i� 6
Basin/Sub-basin
F
Receiving Stream
& W
Stream Classification in permit
—Vd
Stream Classification in BIMS
Is the stream impaired (listed on 303(d))?
Is stream monitoring required?
yes
Does the permit need NH3 limit(s)?
Yes
Does the permit need TRC limit(s)?
v
Does the permit have toxicity testing?
/1/
Are there special conditions?
yCs
Any obvious compliance concerns?
No
Existing Expiration Date
_ .y d _ pG
New Expiration Date
/_ 30
Miscellaneous Comments:
expedited, is this stmplsr permit or more dlfftcuLt one?