NC0086819_Permit (Issuance)_20000223

NPDES DOCUMENT SCANNING COVER SHEET
NC0086819
NE Brunswick Regional WWTP
NPDES Permit:
Document Type:
,Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File
- Historical
Engineering Alternatives (EAA)
Speculative Limits
Instream Assessment (67b)
Environmental
Assessment (EA)
Permit
History
Document Date:
February 23, 2000
This document is printed on reuse paper - igizore any
content on the re-srerse side

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
February 23. 2000
Ms. Jo Ann B. Simmons
Brunswick County
45 Courthouse Drive NE
Bolivia, North Carolina 28422
rA
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: NPDES Permit Issuance
Permit Number NC0086819
NE Brunswick County WWTP
Brunswick County
Dear Ms. Simmons:
In accordance with the application for discharge permit received on December 1, 1999, the Division is
forwarding herewith the subject state - NPDES 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 December 6, 1983.
The attached NPDES permit is for a proposed conjunctive use facility to be constructed on the current
site of the Leland Industrial Park WWTP discharging under NPDES permit number NC0065676. The
Division must receive a request for permit rescission for the aforementioned permit prior to startup of the
proposed facility permitted herein.
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 a demand is made. this permit shall be
final and binding.
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 regarding the attached draft permit, please do not hesitate to contact me at
teiephone number [phone], extension 553.
Sincerely,
Original Signed By
David A. Goodrich
Kerr T. Stevens
Cc: Central Files
NPDES Permit Filet
Wilmington Regional Office, Water Quality
EPA, Roosevelt Childress
Point Source Compliance/Enforcement Unit
J. Ray Cox, P.E., WK Dickson. 909 Market Street, Wilmington, NC 28401
1617 MAIL SERVICE CENTER. RALEIGH. NORTH CAROLINA 27699-16I 7 - TELEPHONE [phone]/FAX [phone]
AN EQUAL OPPORTUNITY AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/ I 0% POST -CONSUMER PAPER
VISIT US ON THE WEB AT hup://h20.cnr.stale.nc.us/NPDES

Permit No. NC0086819
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,
Brunswick County
is hereby authorized to discharge wastewater from a facility located at
Northeast Brunswick County Regional Wastewater Treatment Facility
10480 Royster Road NE (SR 1431)
Leland
Brunswick County
to receiving waters designated as the Cape Fear 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 April 1, 2000.
This permit and authorization to discharge shall expire at midnight on December 31, 2001.
Signed this day February 23, 2000.
Original Signed By
David A. Goodrich
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission

r
Permit No. NC0086819
SUPPLEMENT TO PERMIT COVER SHEET
Brunswick County
is hereby authorized to:
1. After receiving authorization to construct, construct and operate a 1.65 MGD wastewater
treatment facility consisting of screening. grit removal, anaerobic selection, oxidation ditches.
two secondary clarifiers. effluent filtration, ultraviolet disinfection, cascade aeration, a sludge
thickener and sludge digestion, located at the Northeast Brunswick County Wastewater
Treatment Facility, 10480 Royster Road NE, Leland, Brunswick County:
2. Operate facilities for reuse of up to 0.31 MGD of reclaimed water (outfall 002): and
3. Discharge from said treatment works (outfall 001) at the location specified on the attached
map into the Cape Fear River, a class SC water in the Cape Fear River Basin.

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Facility Information
Latitude:
Longitude•
USGS Quad:
Stream Class:
Receiving Stream:
Pennitted Flow:
35°16'29"
78°01'50"
Leland
SC
Cape Fear River
1.65 MGD
Sub -Basin:
03-06-17
1 ! J
Facility
Location
J .tg
Outfall 001
Bninswick County
NC0086819
Northeast Brunswick County WvWWTF
This is a conjunctive use permit. The facility is permitted to discharge up to 1.65 MGD of treated wastewater at the
location specified above. Additionally, the facility is permitted to convey up to 0.31 MGD of reuse water to the
Magnolia Greens Golf Course (arca not shown on map).

A (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL
Permit No. NC0086819
During the period beginning on the effective date of the permit and lasting until expiration. the Permittee is authorized to discharge from outfall(s) serial number 001
- Wastewater Treatment Plant Effluent. Such discharges shall be limited and monitored by the Permittee as specified below:
EFFLUENT
CHARACTERISTICS
DISCHARGE LIMITATIONS
MONITORING REQUIREMENTS
Monthly
Average
; Weekly
Average
Daily ..
Maximum
Measurement
Frequency
Sample
Type
Sample
Loeationl
Flow (MGD)
1.65
Continuous
Recording
1 or E
BOD,, (April 1 - October 31)2
5.0 mg/L
7.5 mg/L
3/Weelt
Composite
I, E
BOD, (November 1 - March 31)2
10.0 mg/L
15.0 mg/L
3/Weelt
Composite
I, E
"CSS2
30.0 mg/L
45.0 mg/L
3/Weelt
Composite
I, E
NH;-N (April 1 - October 31)
1.0 mg/L
3/Weelt
Composite
E
NH„-N (November 1 - March 31)
2.0 mg/L
3/Weelt
Composite
E
Total Residual Chlorine;
28 µg/L
3/Weelt
Grab
E
Dissolved Oxygen'
3/Week'
Grab
E. U, D
Fecal Coliform (geometric mean)
200/100 ml
400/100 ml
3/Weelt'
Grab
E. U, D
Total Nitrogen (NO, + NO, +TKN)
Monthly
Composite
E
Total Phosphorus
Monthly
Composite
E
Acute Toxicity "
Quarterly
Composite
E
pHu
3/Week'
Grab
E
Temperature (effluent)
Daily
Grab
E
Temperature (instream)
3/Week'
Grab
U, D
Conductivity
3/Week'
Grab
E. U. 1)
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS.
NOTES:
;_.Sample Locations: I — Intake. E.— Effluent, U — Upstream 50 feet above the discharge. D — Downstream at the railroad bridge near the confluence of Cartwell Branch and the Cape
Fear River: Instream samples shall be grab samples collected three times per week during the months of June, July. August. and September and weekly during the remainder of the
year.
2 The effluent ROD and TSS concentrations shall not exceed 15% of their respective influent values (85% removal).
'' The monitoring requirement and effluent limitation for total residual chlorine is only required if chlorine or chlorine derived disinfection is employed.
4 The daily average dissolved oxygen content in the effluent shall not be less than 5.0 mg/L.
Acute Toxicity (Ceriodaphnia) Pass/Fail @ 90%: January. April. July, and October. See Condition A(4) of this permit.
6 The pi l shall not be less than 6.0 standard units nor greater than 9.0 standard units:

A (2). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL
Permit No. NC0086819
During the period beginning on the effective date of the permit and lasting until expiration. the Permittee is authorized to discharge from outfall(s) serial number 002-
- Reuse. Such discharges shall be limited and monitored by the Permittee as specified below:
EFFLUENT
CHARACTERISTICS
DISCHARGE LIMITATIONS
MONITORING REQUIREMENTS
Monthly
Average
Daily
Maximum
Measurement
Frequency
Sample
Type
_
Sample
Locations
Flow (MGD)
0.31
Continuous
Recording
1 or E
BOD5. 20°C
10.0 mg/L
20.0 mg/L
3/Week
Composite
E
Total Suspended Solids
5.0 mg/L
10.0 mg/L
3/Weelt
Composite
E
NH;-N
4.0 mg/L
3/Week
Composite
E
Fecal Coliform (geometric mean)
5/100 ml
14/100 ml
3/Week
Grab
E
Turbidity (NTU)
10
Continuous
Recording
E
Total Residual Chlorine2
Continuous
Recording
E
NO-, as N
Monthly
Grab
_
E
TDS
Monthly
Grab
E
TOC
Monthly
Grab
E
Chloride
Monthly
Grab
E
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS.
NOTES:
Sample Locations: I — Intake. E — Effluent
2 The monitoring requirement for total residual chlorine is only required if chlorine or chlorine derived disinfection is employed.

Permit No. NC0086819
SUPPLEMENT TO EFFLUENT LIMITATIONS
AND MONITORING REQUIREMENTS
SPECIAL CONDITIONS
A (3). ACUTE TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
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
Fathead Minnow (Pimephales promelas) 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 January, April. July, and October.
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 TGE6C.
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.

NE Brunswick County WWTP
NC0086819
Upon completion of the Northeast Brunswick County facility three discharing facilities will be taken off-line. They are
Clairmont Shopping Center (NC0058599), Creekside Town Homes (NC0064700), and Leland Industrial Park
(NC0065676).
Clairmont Shopping Center Existing Permitted Load
Flow (MGD) = 0.1
BOD (mg/L) = 15
NH3-N (mg/L) = 4
CBOD Mult = 1.5
NBOD Mult = 4.5
Load (lbs/day) = 33.8
Creekside Town Homes Existing Permitted Load
Flow (MGD) = 0.027
BOD (mg/L) = 30
NH3-N (mg/L) = 3.4
CBOD Mult = 1.5
NBOD Mult = 4.5
Load (lbs/day) = 13.6
Leland Industrial Park Existing Permitted Load
Flow (MGD) = 0.25
BOD (mg/L) = 30
NH3-N (mg/L) = 0 Not Limited
CBOD Mult = 1.5
NBOD Mult = 4.5
Load (lbs/day) = 93.8
J
Total
141.2 lbs/day
NE Brunswick County Pernutted Load (after connection of above three facilities)
Flow (MGD) = 1.65
BOD (mg/L) = 5
NH3-N (mg/L) = 1
CBOD Mult = 1.5
NBOD Mult = 4.5
Load (lbs/day) = 165.1
Flow (MGD) = 1.34
BOD (mg/L) = 5
Before Reuse NH3-N (mg/L) = 1
CBOD Mult = 1.5
NBOD Mult = 4.5
Load (lbs/day) = 134.1
After Reuse
It is the facility's intent to reuse, initially, up to 0.31 MGD as golf course irrigation water. Additional reuse opportuniti
will be implemented as they become available. After reuse, the receiving stream will see a 7 lb/day decrease in permitti
load with that number increasing as reuse increases.
March 2, 2000
Mark McIntire, NPDES

RE: NE Brunswick NPDES Permit
Subject: RE: NE Brunswick NPDES Permit
Date: Wed, 1 Mar 2000 14:14:15 -0500
From: "J. Ray Cox" <rcox @ wkdickson.com>
To: "Mark Mcintire" <[e-mail]>
CC: "Brian S. West" <[e-mail]>, "Ed Beck" <[e-mail]>,
"Lee Smith" <[e-mail]>, "Jeff Phillips" <[e-mail]>
Mark,
The three WWTPs that are slated to come off line when the NE Brunswick Regional facility is constructed are listed
below:
1) Leland Industrial Park WWTP (NC0065676)
2) Clairmont WWTP (NC0058599)
3) Creekside Townhomes WWTP (NC0064700)
No other WWTPs are within a reasonable proximity of the proposed regional facility except for Belville's plant.
Belville has been given every opportunity to participate, but has declined at this time. It is feasible to anticipate that
the Belville plant may be incorporated into the County's regional system at some point in the future, but it is not
included in current planning and design.
Let me know if you need any additional information. Please give me a call or a note as soon as the permit is signed
(I'm starting to get calls from irate County Commissioners). Thanks Mark! Ray
Original Message
From: Mark Mcintire[mailto:[e-mail]]
Sent: Tuesday, February 29, 2000 7:45 AM
To: [e-mail]
Subject: Re: NE Brunswick NPDES Permit
Ray,
I know I've asked this before, but refresh my poor memory. Which facilities are being taken
off-line with this project? Also, are there other facilities that could potentially be removed?
Thanks.
Mark
"J. Ray Cox" wrote:
Hi Mark,Did we have any luck with Dave signing the permit last week? J. Ray Cox, P.E.
W.K. Dickson & Co., Inc.
909 Market Street
Wilmington, NC 28401
910-762-4200
910-762-4201 (Fax)
Mark D. McIntire
Environmental Engineer
NPDES Unit - Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
[phone], extension 553
1 of 2 03/O1/2000 3:37 PM

•
NE Brunswick Co.
s
Subject: NE Brunswick Co.
Date: Mon, 28 Feb 2000 10:26:10 -0500
From: Dave Goodrich <[e-mail]>
To: Mark McIntire <Mark.McIntire @ ncmail.net>
Mark,
I mentioned on the final permit file that I was looking for additional
documentation before signing off on this permit. Here's my concern:
We are dealing with Wilmington in this area and we have existing low
D.O. levels in the river. We have told Wilmington that we will grant
them an expansion with no increase in loading.
What I could see them saying is that we're being inconsistent by issuing
a permit to NE Brunswick County as it constitutes an increase in
loading. Therefore, I need the permit to document the change in loading
to the system if this permit is issued. I believe (a while back) Jason
may have done some work regarding this issue that showed there wouldn't
be much of an increase caused by this plant if several smaller plants
were "regionalized" by this system. Anyhow, the fact sheet needs to be
clear about this issue and we need to prepare the documentation for the
eventuality (and likelihood) that Wilmington's consultants (Jason,
namely) will review this file to look for inconsistencies in our policy.
Thanks a lot,
Dave
1 of 1 02/28/2000 2:58 PM

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NC0086819
Facility Information
Applicant/Facility Name:
Brunswick County, NE Brunswick County WWTP
Applicant Address:
45 Courthouse Road NE, Bolivia, NC 28422
Facility Address:
10480 Royster Rd. NE, Leland, NC
Permitted Flow
1.65
Type of Waste:
100% Domestic
Facility/Permit Status:
New
County:
Brunswick
Miscellaneous
Receiving Stream:
Cape Fear River
Regional Office:
Wilmington
Stream Classification:
SC
USGS Topo Quad:
Leland
303(d) Listed?:
No
Permit Writer:
Mark McIntire
Subbasin:
03-06-17
Date:
December 7, 1999
Drainage Area (mi2):
NA
Summer 7Q10 (cfs)
600 (tidal)
Winter 7Q10 (cfs):
NA
Average Flow (cfs):
NA
IWC (%):
NA
SUMMARY
Brunswick County has applied for a conjunctive use permit at the site of the existing Leland Industrial Park
WWTP (NC0065676). The permit will permit the discharge of up to 1.65 MGD into the Cape Fear River.
However, the facility is intending to reuse up to 0.31 MGD of treated wastewater on a nearby golf course. As
other reuse opportunities arise, they will be implemented.
Effluent page A(1) is the limitations page for the discharge to the river while page A(2) is the limitations page
governing the reuse water.
TOXICITY TESTING:
Acute, Pass/Fail at 90% - ordinarily, given the dilution afforded by the receiving stream, a chronic toxicity
testing requirement would be installed. Matt Matthews with Aquatic Toxicology was consulted regarding the
toxicity testing requirement. He recommended that an acute test be installed given the tidal nature of the
receiving stream flow.
COMPLIANCE SUMMARY:
This is a new facility. There is no compliance history.
INSTREAM MONITORING:
Instream monitoring is required for fecal coliform, dissolved oxygen, temperature and conductivity at the
locations of the existing Leland discharge.
PROPOSED SCHEDULE FOR PERMIT ISSUANCE:
Draft Permit to Public Notice: December 29, 1999
Permit Scheduled to Issue: February 14, 1999
NE Brunswick County Wastewater "l'reatrnent Plant
NPDES Renewal
Page I

.STATE CONTACT:
If you have any questions on any of the above information or on the attached permit, please contact Mark
Mclntire at [phone] ext. 553_
REGIONAL OFFICE COMMENT:
0 coPAP'
NAME: DATE:
EPA COMMENT:
NAME: DATE:
NP. Brunswick County 1W'astew•ater Treatment Plant
NPI)l".S Renewal
Page

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
MEMORANDUM
To:
DEC 2 9 1999
December 21, 1999
Ralph Harper
NC DENR / DEH / Regional Engineer
Wilmington Regional Office
From: Christie R. Jackson
NPDES Unit
A7A
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Review of Draft NPDES Permit NC0086819
Northeast Brunswick County Regional WWTP
Brunswick County
OS INIO4
liN30
I lri
Please indicate below your agency's position or viewpoint on the draft permit and return this form by
January 24, 2000. If you have any questions on the draft permit, please contact me at the telephone
number or e-mail address listed at the bottom of this page.
wwwwwww^^'ww wwwwwwwwwwwwwwwwwwwww w wNVNV NVNV
RESPON E: (Check one)
Concur with the issuance of this permit provided the facility is operated and maintained
properly, the stated effluent limits are met prior to discharge, and the discharge does not
contravene the designated water quality standards.
Concurs with issuance of the above permit, provided the following conditions are met:
Opposes the issuance of the above permit, based on reasons stated below, or attached:
Date: 30 J 9
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 919 733-5083, extension 538 (fax) 919 733-0719
Visrr us ON THE INTERNET @ http:llh2o.enr.state.nc.us/NPDES
Christie.Jackson@ ncmail.net

it
NOTICE
STO.fE OF NOIMI CAROLINA
EYr.'rRONMENTArr MANAGEMENT
COMMISSIONNPDES Unit
1617 Mail service Center
Raleigh, NC 270.9-1617
NOTIFICATION OF INTENT TO ISSUE
A NPDES WASTEWATER PERMIT
On the basis of a thorough ;Mir review and
application of NC General Statute 143.21,
Public Law 92-500 and otheriawful standards
and regulations, the North Carolina Environ-
mental Management Comnission ProPoses to
issue a National Pollutant Wcharge Via•
tion System (NPDES) wastewater discharge
permit to the person(s) listed below effective
45 days from the publish debtor this notice.
NPDES PERMIT NO. NC0086819. Bruns-
wick County, 45 Courthause Drive NE,
Bolivia, NC 28422, has applied for a new per -
anti fora facility located in 1 ituAswick County
discharging treated wastes' ter into the Cape
Fear River is the Cape . ear River Basin.
Currently BOD, anunonia and dissolved oxy-
gen are water vitality limited. 'This discharge
may affect future ulhtcationj in this portion of
the receiving stream.
Written comments regarding the proposed
permit will be accepted until 30 clays after the
publish date of this notice. All comments
received prior to that date are considered in
the final determinations regarding the pro-
posed permit. The Director of the NC Division
of Water Quality may decide to hold a public .
meeting for the proposed permit should the
Division receive a significant degree of public
interest.
Cop:a of the deed. peened and other our
porting information on file used to determine
conditions present in the draft permit are
available upon request and payment of the
costs of reproduction. Mail comments and/or
requests for information to the N. C. Division
of Water Quality, at the above address or call
Ms. Christie Jackson at 919-733-501 3, exxte4•
sion 538. Please include the NPDES permit
number in any communication. Interested
persons may also visit the Division of Water
Quality at 512 N. Salisbury Street, Raleigh,
NC 27604-1148 between the hours of 8:00 a.m.
and 5:00 p.m'to review information on file.
(12-22c) h
0(
NORTH CAROLINA,
BRUNSWICK COUNTY:
AFFIDAVIT OF PUBLIC
wp 1 ri 2!?GO 4:
Before the undersigned, a Notary Public of said County and State, duly
commissioned, qualified, and authorized by law to administer oaths, per-
sonally appeared
who being first duly sworn, deposes and says: that he is the,
(owner, publisher or employee authorized to make this affidavit) of T
State Port Pilot engaged in the publication of a newspaper known as THE
STATE PORT PILOT, published, issued and entered as second class mail
in the Town of Southport, in said County and State; that the notice or
other legal advertisement, a true copy of which is attched hereto, was
published in The State Port Pilot on the following dates:
12-22 -qq
and that the said newspaper in which such notice, paper, document, or
legal advertisement was published was, at the time of each and every
such publication, a newspaper meeting all of the requirements and
qualifications of section 1-597 of the General Statues of North Carolina
and was a qualified newspaper within the meaning of section 1-597 of the
General Statutes of North Carolina.
This 3, day of 19
(Signature (Q)f Pbrson Making Affidavit.)
d subscribed before me, this day of
1qC
/ - e.
Notary Public
My Commission expires
r,,,,
,.G. cxf,T,y,,
q
o :° 0- P.RY
, 200/

STATE OF NORTH CAROLINA,
COUNTY OF NEW HANOVER
PUBLIC NOTICE -
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT
• COMMISSION/NPDES UNIT
1817 MAIL SERVICE CENTER
RALEIGH, NC 27699-1617
NOTIFICATION OF INTENT TO
ISSUE A NPDES WASTEWATER
REPORT
On the basis of thorough staff re-
view and application of NC General
Statute 14321, Public law 92-600
and other lawful standards and
regulations, the North Carolina Envi-
ronmental Management Commis-
sion proposes to issue a National
Pollutant Discharge Elimination
System (NPDES) wastewater dis-
charge permit to the person(s) listed
on the attached pages effective 45
days from the publish date of this
notice.
•
Written 'comments regarding the
proposed permit will be accepted
until 30 days altar the publish date
of this notice. All comments re-
ceived prior 10 that date are consid-
ered in the final determinations re-
garding the proposed permit. The
Director of the NC Division of Water
Quality may decide to hold a public
meeting for the proposed permit
should the Division receive a signdi-
cant degree of public interest.
Copies of the draft permit and other
supporting information on file used
to determine conditions present in
the draft permit are available upon
request and payment of the costs of
reproduction. Mail comments and/or
requests for information to the NC
Division of Water Quality at the
above address or call Ms. Christie
Jackson at [phone], exten-
sion 538. Please include the NPOES
permit number (attached) in any
communication. Interested persons
may also visit the Division of Water
Quality at 512 N. Salisbury Street.
Raleigh, NC 27604-1148 between
the houre of 8:00 a.m. and 500 p.m.
to review information on file.
NPDES Permit Number NC0086819,
Brunswick County, 45 Courthouse
Dnve NE, Bolivia, NC 28422 has ap-
plied for a new permit for a facility
located in Brunswick County dis-
charging treated wastewater into the
Cape Fear River in the Cape Fear
River Basin. Currently BOO, ammo-
nia, and dissolved oxygen are water
quality limited. This discharge may
affect future allocations in this por-
tion of the receiving stream
AFFIDAVIT OF PUBLICATION
1
Before the undersigned, a Notary Public of said County and State,
Igloo
.JULIE JONE=
who, being duly sworn or affirmed. according to the law, says that he/she is
t !_ASS I l .I Lf 1 ADVERTISING' MANAGhN
of THE WILMINGTON STAR -NEWS, INf ., a corporation organized and doing business under the
Laws of the State of North Carolina, and publishing a newspaper known as WILMINGTON
MORNING STAR & SUNDAY STAR -NEWS in the City of Wilmington
PU3L I NOTICE FiTATF I_I NORTH r
A OL NA ENVIRONMENTAL j ANA F 3_
NT COMMISSION/NPDES UNIT 1617
PUBLIC NOTICE Ei
was inserted in the aforesaid newspaper in space, and on dates as follows:
and at the time of such pubiication Wilmington Star -News was a newspaper meeting all the
requirements and qualifications prescribed by Sec. No. 1-597 G.S. of N.C.
/
TitleI-
Sworn or affirmed to. and subscribed before me. this day
ofDEC A D 19 •
In Testimony Whereof. I have hereunto set my hand and affixed my official seal. the day and
year aforesaid.
My commission expires
27th day „f JULY X 2004
Upon reading the aforegoing affidavit with the advertisement thereto annexed it is adjudged by the Court that the said publication was duly and properly
made, and that the summons has been duly and legally served on the defendants).
This day of
MAIL TO:
19
Clerk of Superior Court

WK
VW DICKSON
Engineers . Planners . Surveyors
Landscape Architects
616 Colonnade Drive
Charlotte, NC 28205
704.334.5348 • FAX: [phone]
TO: Division of Water Quality
512 N. Salisbury Street
Raleigh, North Carolina 27604
ATTENTION: Mr. Dave Goodrich
We are sending you:
VIA:
The following items:
x
Attached
FedEx
Shop drawings
Specifications
-3,5 /9/,; 00 /1/(i°my/
LETTER OF TRANSMITTAL
DATE: Nov. 30, 1999 JOB NO.: 90049.10
RE: Northeast Brunswick Regional Wastewater
Treatment Facility
Under separate cover
Regular mail
Prints
Copy of letter
Pick-up
Plans
Change order
x
Hand delivered
Samples
Other
COPIES
DATE
NO.
DESCRIPTION
1
Check payable to NCDENR for $2,865.00
1
NPDES Standard Form A - Municipal
1
Flow Diagram
1
Vicinity Map
3
201 Facilities Plan
These are transmitted as checked below:
For approval As requested
x
For your use x For review and comment
Approved as submitted Returned for corrections
Approved as noted For delivery to State
Remarks: I am enclosing the NPDES Permit Application, with supporting material, for Northeast Brunswick Regional
WWTF. As per a conversation that John McLaughlin, of our office, had with Construction Grants and Loans around June 1,
we were under the impression that we were to hold off on this submittal, because Construction Grants and Loans was too
busy in reviewing plans and specifications, and that submitting this would only confuse the process. John McLaughlin and
Ray Cox have scheduled a meeting on December 8, 1999 with your office to discuss any issues or problems related with
this submittal. Please call with any questions. Thank you.
COPY ?,O: SIGNED:
Robert D. Stout, Jr., P.E.

0
HEADWORKS
SCREENING/GRIT
TO LANDFILL
RAS
ANAEROBIC
SELECTOR
DISTRIBUTION
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SECONDARY
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12
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PR
STREAM IDENTIFICATION FLOW TSS B0D
1.65 MGD DESIGN FLOW. 18 DAY SRT (MGD1 (LB/14 (LB/D1
1, RAW SEWAGE 1,65 3027 3027
2. PLANT INFLUENT 1,77 3213 3103
3. SECONDARY INFLUENT 3.50 118898 --
4. MIXED LIQUOR 3.50 118898 --
5. SECONDARY EFFLUENT No. 1 0.87 72 72
6. SECONDARY EFFLUENT No. 2 0.87 72 72
7. INFLUENT TO FILTERS 1 & 2 1,73 145 145
8. FILTERED EFFLUENT 1.65 69 69
9. FINAL EFFLUENT 1.65 69 69
10. FILTERS 1 & 2 BACKWASH 0.09 76 76
11, ROTARY DRUM FILTRATE 0.03 110 --
12. DIGESTED SLUDGE 0.01 1538
13, ATAD FEED SLUDGE 0.01 2095
14. FEED SLUDGE TO PRE-ATAD 0,01 2095
15. WASTE ACTIVATED SLUDGE 0,03 2205
16. CLARIFIER UNDERFLOW No. 2 0.88 58945
17. RETURN ACTIVATED SLUDGE 1.73 115684 --
18. PLANT RECYCLE 0.12 186 76
19. SCUM -- -- --
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SC SCUM
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WAS WASTE ACTIVATED SLUDGE
SE SECONDARY EFFLUENT
PW PLANT WATER
FE FILTERED EFFLUENT
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BW BACKWASH WATER
FD FILTRATE DISCHARGE
DS DIGESTED SLUDGE
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TO RIVER
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N.E. BRUNSWICK REGIONAL WWTF
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PROCESS FLOW DIAGRAM
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FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION

DID MILL R
MAGNOLIA GREENS
LIFT STATION
(APPROX LOCATION)
PROPOSED DISCHARGE
SERIAL NO. 002
REV. NO.
DESCRIPT1ON
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US 17. 74 & 76 OCEAN HIGHWAY
N.E. BRUNSWICK REGIONAL WWTF
BRUNSWICK COUNTY
URSE
ir-
SCALE: 1 "= 4000'
VICINITY MAP
x
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION

FINDING OF NO SIGND'ICANT IMPACT
AND ENVIRONMENTAL ASSESSMENT
INSTALL COLLECTION/TRANSPORT LINES, CONSTRUCT A
REGIONAL TERTIARY TREATMENT PLANT FOR DISCHARGE
AND/OR REUSE THE EFFLUENT FOR IRRIGATION AND/OR COOLING
BRUNSWICK COUNTY
(CONSISTING OF THE TOWNS OF LELAND AND NAVASSA AND
THE NORTH BRUNSWICK SANITARY DISTRICT)
AGENCY: NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
CONTACT: JOHN R. BLOWE, P.E., CHIEF
CONSTRUCTION GRANTS AND LOANS SECTION
DIVISION OF WATER QUALITY
r.o. BOX 29579
RALEIGH, NORTH CAROLINA 27626-0579
DUNE 25,1999
809-1 200'd 626-1 6ZZ9511616
sueol puy sluEJ9 uoi}nnJlsua3..yQ d Ny9110 200Z-11-10

FINDING OF NO SIGNIFICANT IMPACT (FNSI)
Title VI of the amended Clean Water Act requires the review and approval of environmental
information prior to the construction of publicly -owned wastewater treatment facilities
financed by the State Revolving Fund (SRF). The proposed project will be financially
supported by a loan from the SRF, as well as additional funding sources listed below. The
project has been evaluated for compliance with the North Carolina Environmental Policy
Act and determined to be a major agency action which will affect the environment.
Project Applicants:
Project Number:
Project Description:
Brunswick County, North Brunswick Sanitary District
(NBSD), and the Towns of Leland and Navassa
CS3708I I-01
Construct a regional 1.65 mgd tertiary treatment plant with a
conjunctive permit allowing a discharge when reuse
(irrigation and/or cooling) is not a viable option. Install a
collection and transport system (gravity lines, force mains,
and lift stations) to serve the towns of Leland and Navassa
and the NBSD.
Total Project Cost; $27,140,468
Project Funds: Funding sources will consist of an EPA Hardship Grant,
State Revolving Fund, Clean Water Bonds, and local funds.
The review process indicated that significant adverse environmental impacts should not
occur if mitigative measures are implemented, and an environmental impact statement (EIS)
vvili not be required. The decision was based on information in the facilities plan, a public
hearing document, and reviews by governmental agencies. An environmental assessment
supporting this action is attached. This FNSI completes the environmental review record,
which is available for inspection at the State Clearinghouse.
No administrative action will be taken on the proposed project for at least thirty days after
the FNSI has been published in the North Carolina Environmental Bulletin.
Sincerely,
Kerr T. Stevens, Director
Division of Water Quality
809-d P10/600'd 616-1 (40511616
sum, puy s} uE4 uo n orm suoo-Nord mum 60 100i-11-10

ENVIRONMENTAL ASSESSMENT
A. Proposed Facilities and Actions
Figure 1 provides a general description of the project area- Figures 2a-2d indicate more
specific locations of the proposed collection/transport and treatment facilities.
collection/Transport Facilities. The NBSD, towns of Leland and Navassa, and Brunswick
County will be responsible for the installation of collection/transport facilities to convey the
wastewater to a regional treatment plant. The NBSD and Brunswick County will be
responsible for providing collection/transport facilities for those areas that are outside the
town boundaries for Leland and Navassa. The sewer facilities for the NBSD will include
approximately 136,486 1.f. of 8- to 12-inch interceptors, 500 manholes, 16 lift stations with
generators, and 54,006 1.f. of 4- to 8-inch force mains. The town of Leland will provide a
collection/transport system consisting of 63,4101.f. of 8- to 12-inch gravity sewers, 337
manholes, 4 lift stations with generators, and 4,285 1.f. of 4-inch force mains. Navassa will
install 45;961 1.f. of 8- to 10-inch gravity sewers and 167 manholes, 4 lift stations with
generators, and 5,7281.E of 4-inch force mains. Brunswick County will install common
collection facilities consisting of 1,300 1.f. of 8-inch gravity lines, 7 manholes, 3 lift stations
with generators, and 7,4351.f of 4- to $-inch.force mains. Brunswick County will also be
responsible for installing 23,170 1.f. of 16-inch force main to convey the reclaimed water to
the sources for spray irrigation and/or coaling.
Treatment Facilities. This portion of the project will include constructing a 1.65 mgd
activated sludge treatment facility. Treatment components will include headworks
consisting of screening and grit removal equipment along with a flow measuring device, a
three -stage anaerobic basin and dual oxidation ditches to provide activated sludge treatment
and biological nutrient removal, dual clarifiers, continuous backwash upflow sand filters,
and an ultraviolet disinfection system. Additional requirements will consist of yard piping,
instruments, electrical controls, site preparation, and supplemental standby power. A
conjunctive permit will allow the treated effluent to be used primarily for golf course
irrigation and industrial applications. The effluent will be discharged into the Cape Fear
River when circumstances preclude the treated wastewater from being reused. Compliance
with 40 CFR, Part 503 will be achieved via thermophilic aerobic digestion of the sludge.
Production of Class A biosolids will permit the distribution of the soil enhancing product to
governments, homeowners, and landscape companies.
809-d 1710000 d 616-1 6ZZ9511616
sueol puy slueJD uoilwnllsumogiud Wb91:60 1002-11-10

B. Existing Environment
Topography a,d Soils. The service area covers a portion of Brunswick County, the towns
of Navassa and Leland, and the areas outside the two towns that are under the jurisdiction of
the NBSD. Elevations range from sea level to 45 feet above mean sea level. Soil series
include upland soils that are suitable for development to hydric soils that are unsuitable for
septic tank drainfields. Soil suitability has been identified as the most important constraint
to development. A high water table and flood -prone areas are also factors that restrict
development throughout Brunswick County.
Surface W_ __a*er. Brunswick County is located in the Cape rear River Basin. The Brunswick
and Cape Fear Rivers, both Class SC, are the major streams in the area. Storgon, Jackeys
and Mill Branch Creeks are minor streams with C-CW designation. Cartwheel Branch is
another minor stream with a designation of Class SC -SW. There are three wastewater
treatment package plants (Leland Industrial Park, Clairmont, Creekside Townhomes) with
discharges to surface waters in the area. Biological sampling in the lower Cape Fear River
has shown the water to have significant amounts of habitat utilized as nursery areas by a
wide variety of aquatic organisms. Instream monitoring data indicate the lower Cape Fear
River is subject to regular occurrences of dissolved oxygen Ievels that are below the state's
water quality standard of 5.0 rngll. The data also show that violations are often sustained for
extended periods during the summer.
Water Supply. Potable water is supplied primarily to the area by the NBSD.
C. Existing Wastewater Faciliti
The existing area is comprised of approximately 21 square miles and includes the towns of
Leland and Navassa, a portion of Brunswick County, and unincorporated areas following the
boundaries of the NBSD. With the exception of the 0.027 mgd package treatment plant,
which serves 26 townhomes with one gravity sewer and an effluent discharge into Jackeys
Creek, on -site systems are utilized to handle residential wastewater in northeastern
Brunswick County. The 0.10 mgd Clairmont package plant receives wastewater fromi25
commercial establishments, and the effluent is pumped to the Brunswick River. The Leland
Industrial Park operates a package treatment plant at a reduced capacity of 0.05 mgd, and the
effluent is discharged into the Cape Fear River.
-2-
809-d P10/500'd 62E-1 6tZ9512616 suE01 purr sluEJ9 uullouilsu03-4N0SJ AV21:60 200Z-21-20

D. ntd_floffiraps1 ctions
Brunswick County's appeal to seasonal visitors and permanent residents has resulted in an
annual average population growth rate of approximately 3.7 percent since 1970. This type
of growth is projected to continue in, the future. Almost all of the residential developments
rely upon septic tanks and nitrification drainfields to process the wastewater. In spite of the
rapid growth in the area, the Brunswick County Board of Health has indicated that
approximately 95 percent of the area has limitations which include the presence of a high
water table, restrictive horizons, and a poor soil structure. There are a significant number of
failing septic tanks in some locations, and the lack of action represents a threat to water
quality and public health. Additionally, the package treatment plants will be eliminated to
improve water quality. Therefore, the proposed regional collection/transport and treatment
system needs to be constructed to provide an adequate method of processing wastewater that
will be reclaimed for irrigation and cooling purposes. If a situation arises in which the
treated effluent cannot be reclaimed, the NPDES permit will allow the effluent to be
discharged into the Cape Fear River. Speculative effluent limitations (summer/winter) for
the proposed treatment plant are BOD5 5/10 mg/1, TSS=30 mg/1, NH3-N—I/2 mg/1, Fecal
Coliform=200/100 ml, Dissolved Oxygen=5 nagl1, pH=6.0-9.0 SU, and Residual
Chlorine-13 /4l. Toxicity monitoring will be undertaken to assure protection of surface
waters.
E. Alternatives Analysis
The various participating local units of government desire to develop a regional
collection/transport and treatment system to eliminate a potential public health problem and
to protect water quality. Accordingly, a facilities plan was prepared and several alternatives
were evaluated. The "no -action" alternative would require continued use of septic tank
drainfields in poor soils and package treatment plants with surface discharges. This
alternative is unacceptable. An optimum operation will not achieve the desired objective
because adequate collection and treatment facilities are not available to accommodate the
existing and projected population. An evaluation of collection methods consisted of a septic
tank effluent pump (STEP) system and a conventional gravity sewer system. The preferred
choice is to install a gravity sewer collection system and transport the wastewater throughout
the system with the necessary lift stations. The next step in the evaluation of alternatives
was to select the most cost-effective method of treating the wastewater. Consideration was
given to collecting the wastewater from the various areas and installing a force main to
transport the flow to one of Wilmington's treatment plants. This alternative was rejected
because the city of Wilmington would haw to make substantial changes in constructing
treatment capacity to accommodate the flow from northeastern Brunswick County. A land
-3-
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application system was investigated and determined not to be the most feasible solution for
processing wastewater in the area. Another alternative consisted of constructing a treatment
plant with a surface discharge. This alternative was not the preferred option since a reusable
resource would not be available for beneficial purposes. A final alternative consisted of
constructing a tertiary treatment plant with a conjunctive permit allowing a discharge into
the Cape Fear River when the treated effluent cannot be reclaimed for irrigation and/or
cooling purposes. This is the selected alternative.
F. E nviron►meutal Consequences, N_ its' ative Measures
Approximately 95 percent of the proposed collection/transport system will be installed along
existing street and road rights -of -way. The remaining segments will traverse upland and
swamp forests, marsh areas, and cultivated fields and lawns. Construction of the proposed
sewer lines will require clearing approximately 4.58 acres of forested land. Sewer line
construction activities will also require stream crossings at 28 sites. Seven of the stream
crossings are off -road and the remaining are roadside crossings, The proposed regional
treatment plant will be located adjacent to the existing Leland Industrial Park treatment
plant. Approximately four acres of a five -acre tract will be cleared of pine dominated mixed
hardwood forest to construct the regional treatment plant. The Department of Cultural
Resources has determined that the proposedproject should not have an adverse impact on
architectural, historical, and archaeological resources. The U.S. Fish and Wildlife Service
has been provided additional information about the potential impact of the proposed project
on threatened and endangered species. The Service concurs that the requirements of Section
7 of the Endangered Species Act have been met. The proposed project will have a minimal
impact on wetlands. Installation of the proposed facilities will be covered under a
Nationwide permit to be issued by the U.S. Army Corps of Engineers. The Division of
Coastal Management must also evaluate a permit to address the potential impacts to areas of
environmental concern. The Division of Forest Resources does not object to the proposed
project. North Carolina's Wildlife Resources Commission (WRC) evaluated the proposed
plan and requested additional information about the potential impacts to fish and wildlife.
Accordingly, WRC requested that the following recommendations be implemented, where
applicable, for minimizing direct adverse impacts to fish and wildlife resources:
1. Stream and wetland crossings should be perpendicular to streams and located at the
nearest points possible.
2. Sewer lines at stream crossings should be elevated on bridges or piers when possible.
-4-
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3. Disturbed wetlands should be returned to the original contours and the sites should be
planted with wetland vegetation.
4. Sewer line construction in wetlands should be avoided during the growing season to
the maximum extent practicable.
The Wildlife Resource Commission also expressed some concerns about the secon4ary and
cumulative effects of the proposed project. Brunswick County, towns of Leland and
Navassa, and the NBSD have agreed to the following:
1. Acquire the small sandhill community that provides habitat for the gopher frog and
the northern pine snake and utilize the land as a park or natural area.
2. Develop and implement a stormwater management plan for the service area.
3. Investigate the feasibility of adopting programs and ordinances to protect stream
corridors and riparian buffers.
4. Develop a growth management plan, unified development ordinance, engineering
standard specifications, and water supply watershed ordinance, as described in
Section 5.3 of the Environmental Assessment (EA) dated May 28, 1999 and prepared
by Robert J. Goldstein & Associates, Inc.
Brunswick County will take the lead role in being responsible for providing the WRC with
appropriate documents that demonstrate actions to control secondary and cumulative
environmental impacts.
G. tic Participation, Sources Consulted
A public hearing was held March 22, 1999 to discuss the proposed project. The hearing
covered problems of the existing septic tank systems, existing problems with the package
treatment plants, funding sources for the proposed project, locations of the proposed
facilities, user charges for the selected alternative, methods of effluent disposal, and the
responsibility of each unit of government for operating the regional collection and treatment
system. No opposition to the proposed project has been expressed. A typical NBSD
customer using 5,000 gallons of water will pay approximately $41.00 per month for sewer
service. A typical customer from the towns of Leland and Navassa will pay monthly
approximately $43.00 and $35.00, respectively.
-5-
809-d 1710/900'd 616-1 6ZZ9612618 sueol puy slum uoil3n4suOa-.v1O vlyglm60 100Z-21-20

Sources consulted about this project for information or concurrence included:
1) Brunswick County
2) Towns of Leland and Navassa and the North Brunswick Sanitary District
2) North Carolina Department of Environment and Natural Resources
- Wildlife Resources Commission
- Division of Parks and Recreation
- Division of Air Quality
- Qroundwater Section
-Division of Environmental Health
-Water Quality Section
- Division of Pollution Prevention & Environmental Assistance
-Division of Forest Resources
-Wilmington Regional Office
-Legislative and Intergovernmental Affairs
'Division of Coastal Management
3) North Carolina Department of Cultural Resources
4) North Carolina State Clearinghouse
5) U.S. Fish and Wildlife Service
-6-
809-d 1710/600'd 616-1 8 9911616 suer' puy sluEJg uoi mil suoQ.Qyd 1ryy81l0 1002-21-20

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Project Location Map. Northeast
Brunswick Regional Wastewater
Collection System, WWTP, and
Reuse Project, Brunswick County,
North Carolina.
Scale: 1 inch = 2.4 miles
Robert J. Goldstein & Associates, inc.
ENVIRONMENTAL CONSULTANTS
8480 Garvey Drive
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Illustrating Locations of Pump
Stations and Proposed WWTP
Expansion. Brunswick County,
North Carolina.
Scale: 1 Inch = 2000 Feet
Robert J. Goldstein & Associates, Inc.
ENVIRONMENTAL CONSULTANTS
8480 Garvey Drive
Raleigh, North Carolina 27616-3175
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Figure 2b. Topographic Map of Project Area
Illustrating.Lccations of Pump
Stations and Proposed WWTP
Expansion. Brunswick County,
North Carolina.
Scale: 1 inch = 2000 Feet
Robert J. Goldstein & Associates, Inc.
ENVIRONMENTAL CONSULTANTS
6 480 Garvey Drive
Raleigh, North Carolina 276 T 6-3175 •
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Figure 2c. Topographic Map of Project Area
Illustrating Locations of Pump
Stations and Proposed WWTP
Expansion. Brunswick County,
North Carolina.
Scale: 1 inch 2000 Feet
Robert J. Goldstein & Associates, Inc.
ENVIRONMENTAL CONSULTANTS
8480 Garvey Drive
Raleigh, North Carolina 27616-3175
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809-d PIO/6l0•d 6LE-1
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