NC0037508_Permit Issuance_20000417

A
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
Mr. Gary Frick
Moore County Water and Sewer Authority
P.O. Box 905
Carthage, North Carolina 28327
Dear Mr. Frick:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
April 17, 2000
t
Subject: Issuance of NPDES Permit NCO037508
Moore County Regional WWTP
Moore County
Division personnel have reviewed and approved your application for renewal of the subject
permit. Accordingly, we are forwarding the attached NPDES discharge permit. This permit is issued
pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of
Agreement between North Carolina and the U.S. Environmental Protection Agency dated December 6,
1983, and as subsequently amended.
Please note that mercury monitoring is not required in this permit, as your facility monitors for
mercury as part of its Long Term Monitoring Plan.
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 Mr. Michael Myers at
telephone number [phone], extension 508.
Sincerely,
Original Signed By
David A. Goodrich
Kerr T. Stevens
cc: Central Files
Fayetteville Regional Office/Water Quality Section
NPDES Unit
Point Source Compliance Enforcement Unit
Technical Assistance & Certification Unit
Aquatic Toxicology Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
An Equal Opportunity Affirmative Action Employer
Telephone [phone] FAX [phone]
VISIT us oN THE INIERNET @ httpl/h2o.enr.state.nc.us/NPDES

Permit NCO037508
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
Moore County Water and Sewer Authority
is hereby authorized to discharge wastewater from a facility located at the
Moore County Regional WWTP
NCSR 1100
Pinebluff
Moore County
to receiving waters designated as Aberdeen Creek in the Lumber 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 June 1, 2000.
This permit and authorization to discharge shall expire at midnight on July 31, 2004.
Signed this day April 17, 2000.
Original Signed By
David A. Goodrich
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission

NPDES Permit NCO037508
SUPPLEMENT TO PERMIT COVER SHEET
Moore County Water and Sewer Authority
is hereby authorized to:
1. Continue operation of an existing 6.7 MGD wastewater treatment system, consisting of preaeration,
grit removal, primary clarification, first stage activated sludge, intermediate clarification, second
stage aeration, final clarification, anaerobic sludge digestion, sludge drying beds, post aeration, and
chlorination located at Moore County Regional WWTP on SR 1100, Pinebluff, Moore County, and
2. Discharge treated wastewater from said treatment works at the location specified on the attached
map through outfall 001 into Aberdeen Creek which is classified C waters in the Lumber River Basin.

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Facility Information•
Fac• �ty
M L w
_
Latitude:
35004'04" Sub -Basin: 03-07-50
Location
•!';; �'
b
ng
Loitude.
78 28' 07"
b
G21SW
Stream Class:
C
Recei = Stxe=
Aberdeen Creek
for
TA'
Moore CoUDLy
Permitted Flow:
6.7 MGD
h
08
wily Regional
Moore Coiuity Regional WWTP

f
A. (1.) EFFLUENT LIM
NPDES Permit NCO037508
�c
AND MONITORING REQUIREMENTS
During the period beginning on the e ective date of the permit and lasting until expiration, the
Permittee is authorized to discharge t eated wastewater from outfall(s) 001. Such discharges
shall be limited and monitored by the Vermittee as specified below:
Effluent Characteristics
Limits
Monitoring Requirements
Monthly
Average
Weekly
Average
Daily
Maximum
Measurement
Frequency
Sample Type
Sample
Locationl
Flow
6.7 MGD
Continuous
Recording
I or E
BOD, 5-day, 20 °C (Summer)2.3
22.0 mg/I
33.0 mg/I
Daily
Composite
I, E
BOD, 5-day, 20 °C Winter 2.3
30 m /I
45.0 m /I
I
Daily
Composite
I, E
Total Suspended Residue
/I
Daily
Composite
I, E
NH3 - N (Summer)3
11.0 m /I
Daily
Composite
E
NHa -N(Winter)3
,�
Daily
Composite
E
Dissolved Oxygen4
Daily
Grab
E
Fecal Coliform5
4001100 ml
Daily
Grab
E
Total Residual Chlorine
VW
Daily
Grab
E
Temperature
Daily
Grab
E
H6
Daily
Grab
E
Total Nitrogen
NO2 + NO3 + TKN)
Monthly
Composite
E
Total Phosphorus
Monthly
Composite
E
Chronic Toxicity7
Quarterly
Composite
E
Copper
th
Composite
E
Mercu arer6 C-
a co '
2lMonth
Composite
E
Zinc
on
Composite
E
Silver
2/Month
Composite
E
Conductivit 9
3Meek
"Grab
U,D
Tem erature9
3Meek
Grab
U,D
Dissolved Ox en9
3Meek
Grab
U,D
Fecal Coliform59
3Meek
Grab
U,D
Footnotes:
1. Sample Location: E - Effluent, I - Influent, U - Upstream at least 100 feet from the outfall,
D - Downstream at SR 1225.
2. The monthly average effluent BOD 5 and Total Suspended Residue concentrations shall not
exceed 15% of the respective influent value (85 % removal).
3. Summer is defined as the period from April 1 through October 31, while winter is defined
as November 1 through March 31.
4. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/l.
5. Fecal Coliform shall be calculated using the geometric mean, according to the procedure
detailed in Part II. Section A, Paragraph 9b.
6. The pH of the effluent shall not be less than 6.0 nor greater than 9.0 (on the standard units
scale).
7. Chronic Toxicity (Ceriodaphnia) P/F at 41%: March, June, September, December (see Part
1. A. (2.)).
8. Mercury monitoring is provisionally waived as long as the facility continues to monitor
mercury as part of their Long Term Monitoring Plan. If the facility's Long Term Monitoring
Plan ceases to include mercury, then mercury monitoring shall be immediately
implemented as a condition for this permit.
9. Instream samples shall be collected three times per week during June 1 through September
30 and once per week October 1 through May 31.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

NPDES Permit NCO037508
A. (2) CHRONIC TOXICITY PERMIT LIMIT (QRTRLY)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to
Ceriodaphnia dubia at an effluent concentration of 41
The permit holder shall perform at a minimum, quarterh monitoring using test procedures outlined in the "North
Carolina Ceriorlaphnia Chronic Effluent Bioassay Procedure,'' Revised February 1998, or subsequent versions or
"North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent
versions. The tests will be performed during the months of March, June, September, and December. Effluent
sampling for this testing shall be performed at the NPDES permitted final effluent discharge below all treatment
processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below the permit
limit, then multiple -concentration testing shall be performed at a minimum, in each of the two following months as
described in "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or
subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest
concentration having no detectable impairment of reproduction or survival and the lowest concentration that does
have a detectable impairment of reproduction or survival. The definition of "detectable impairment," collection
methods, exposure regimes, and further statistical methods are specified in the "North Carolina Phase II Chronic
Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TGP3B for the
pass/fail results and THP3B for the Chronic Value. Additionally, DWQ Form AT-3 (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, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate signature.
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 the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be
required during the following month.
Should any test data from this monitoring requirement 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, minimum control organism reproduction, 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.

AFFIDAVIT OF PUBLICATION
NORTH CAROLINA
MOORE COUNTY
DAVID WORONOFF, PUBLISHER of THE PILOT, a tri-weekly newspaper published in Moore County
and the State of North Carolina, being duly sworn, deposes and says: that the attached advertisement:
was published in the aforesaid newspaper for consecutiv tssu weeks beginning with the
issue dated the 7 _ day of � 2� , 20 0 c and end-
ing with the issue of 20 —
-LEGAL NOTICE-
p11RT,IC NOTICE ess or
call Ms. Christie Jackson)
Ka! [phone], exten-
Esion.538. please Peinclude
bPDES Permit num-
er the N'
(attached) in any'!
communication. Interested 3
persons may also visit the 11
Division of Water Quality°
at 512 N. Salisbury Street, )3
Raleigh, NC 27604=1148;g
between the hours of 8:00 3q
a.m. and 5:00 p.m. to re-
view information on file.
186769
asuInam.. , _2:7c,
:ipuaurV pasodwd s no
aeo,I, sau!d
t8uusag a!lgnd Io aalloN
tN 1VJ3'I-
urals.(c
g11eall 9211eA i9a3 odnO
:qof du;
-mopo; 241 Jo; p!g araud
a1F .S ano rot slesod
-oid punuoagns sleanbai
srolat:rluoO Ieraa09 •aul
`6utrdwoo V -LaA!gM
-3OI.LON'IV93'I-
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Ls£sZ 3N sau!d may1noS
40211S PeOrH'a's S17Z
2181s3 io; dawoAVI,
uosrauEd •O dpues
,ipeg JofeNi auuagle}I
10 a1E1s3
Sworn to and subscribed before me, this day of
My Commission Expires

MP, w1ul ull. lo.au�va
• -LEGAL NOTICE -
PUBLIC NOTICE
STATE OF
NORTH CAROLINA
ENVIRONMENTAL
MANAGEMENT
COMMIS-
SIONINPDES UNIT
1617 MAIL SERVICE
CENTER
RALEIGH, NC 27699-
1617
NOTIFICATION OF
INTENT TO ISSUE A
NPDES
WASTEWATER
PERMIT
On the basis of thorough
staff review and applica-
tion of NC General Statute
143.21, Public law 92-500
and other lawful standards
and regulations, the North
Carolina Environmental
Management Commission
proposes' to issue a Na-
tional Pollutant Discharge
g
Eliminationsystem
(NPDES) wastewater dis-
charge permit to the per-
sons) listed effective 45
days from the publish date
of this notice.
NPDES Permit Number, -
W&SA/MOOROORE CO
WWTP, P.O. BOX 813,
PINE BLUFF, NC 28373
has applied for a facility
located to OOR
discharging L•
County
treated wastewater into
ABERDEEN CREEK in
the LUMBER River Ba-
sin. Currently are water
quality limited. This dis-
charge may affect future
allocations In this portion
of the receiving stream.
Written comments re-
garding the proposed per-
mit will be accepted until
30 days after the publish
date of this notice. All
comments received prior
to that date are considered
in the final determinations
regarding the proposed
permit. The Director of
the NC Division of Water
Quality may decide to
?'
Sworn to and subscribed before me, this day of
hold a public meeting for
the proposed permit
should the Division re-
ceive a significant degree
t of public interest.
Copies of the draft per-
mit and other supporting
information on file used to
determine conditions pres-
ent in the draft permit are
available upon request and
-- payment of thecostsof
reproduction. Mail com-
ments and/or requests for
information to the NC
Division of Water Quality
at -the- above address or
call Ms. Christie Jackson
at.[phone], exten-
sioet 538.Pleaase Jn
the NPDES permit
num-
ber (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 hours of 8:00
a.m. and 5:00 p.m. to re-
view information on file.
186760 Z.- c
My Commission Expires

)Q-
DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NCO037508
Facility Information
Applicant/Facility Name:
Moore County Regional WWTP
Applicant Address:
P.O. Box 813 Pinebluff, North Carolina 28373
Facility Address:
1060 Addor Rd. Pinebluff, North Carolina 28373
Permitted Flow
6.7 MGD
Type of Waste:
Industrial and Domestic 4 SIUs
Facility/Permit Status:
Renewal
County:
1 Moore Count
¢_ Z - Miscellaneous
Receiving Stream:
Aberdeen Creek
Regional Office:
Fayetteville
Stream Classification:
C
USGS Topo Quad:
G-21-SW
303(d) Listed?:
No
Permit Writer:
Michael Myers
Subbasin:
03-07-50
Date:
December 17, 1999
Drainage Area (mi2):
36.3 mil
_
_
++
�F' Ifs°,'t F� ;3' r
7
Summer 7Q 10 (cfs)
15.2 cfs
Winter 7 10 cfs):
Q
28.7 cfs
Average Flow (cfs):
47.2 cfs
IWC (%):
41 %
Primary SIC Code:
4952
SUMMARY
The Moore County Regional WWTP is located in the Lumber River Basin in Moore County North Carolina.
The facility treats domestic and industrial wastewater using preaeration, grit removal, primary clarification,
first stage aeration, intermediate clarification, second stage aeration, final clarification, chlorination,
anaerobic sludge digestion, sludge drying beds, and post aeration. The facility maintains one outfall 001,
which discharges into Aberdeen Creek. Aberdeen Creek is a class C stream and according to the 1999
Lumber River Basinwide Water Quality Plan is meeting its designated uses.
The Moore County Regional WWTP is located in subbasin 03-07-50. Aberdeen Creek discharges into
Downing Creek. Downing Creek is one of 11 waters in the Lumber River Basin which has a fish consumption
advisory because of mercury and appears on the state's 303(d) list. In order to obtain better information for
the development of a mercury TMDL the Division has implemented mercury monitoring for several
dischargers in the Lumber River Basin. Moore County monitors mercury as part of their Long Term
Monitoring Plan (LTMP). As long as Moore County continues to monitor mercury as part of their LTMP the
facility will not be required to monitor mercury as a condition for the permit.
TOXICITY TESTING:
Current Requirement: Chronic Toxicity (Ceriodaphnia) P/F at 41%.
Recommended Requirement: Continue with current requirements.
COMPLIANCE SUMMARY:
1999 — Per DMRs the facility had no compliance problems through October of 1999.
1998 - Per DMRs the facility had no compliance problems in 1998.
1997 - Per DMRs the facility had no compliance problems in 1997.
1996 - Per DMRs the facility had no compliance problems in 1996.
INSTREAM MONITORING:
The facility is currently required to monitor the following parameters as part of their NPDES permit: fecal
coliform, conductivity, temperature, and dissolved oxygen. It is recommended that the facility continue to
PDFS iZ;:11cw."l
flare J

monitor all of the parameters listed except conductivity. It is recommended that conductivity monitoring be
removed from the permit.
PROPOSED CHANGES:
A condition requiring mercury monitoring if the facility ceases to monitor mercury as part of
their Long Term Monitoring Plan.
Cyanide Monitoring has been removed from the permit. Since the facility has not detected
cyanide in their effluent according to the last fours years of DMR data there is no reasonable
potential for cyanide to exceed the allowable concentration. Reviewing Chronic toxicity results
the facility has had no violations over the past four years, this further substantiates the removal of
cyanide as a condition for the permit.
PROPOSED SCHEDULE FOR PERMIT ISSUANCE:
Draft Permit to Public Notice:
Permit Scheduled to Issue:
STATE CONTACT:
If you have any questions on any of the above information or on the attached permit, please contact
MichaelMyers at [phone] ext. 508.
NAME: CSC 7v /a �'��-- DATE: 2��66—

REGIONAL OFFICE COMMENT:
zi� Is S Scs�-ecQ J4.o..t- � clay-Sc gc (��t�
sv�
EPA REGION IV COMMENT:
l L.Tr+t k� %(.crc 7S

Permit NCO037508
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of the permit and lasting until expiration, the
Permittee is authorized to discharge treated wastewater from outfall(s) 001. Such discharges
shall be limited and monitored by the Permittee as specified below:
Effluent Characteristics
Limits
Monitoring Requirements
Monthly
Average
Weekly
Average
Daily
Maximum
Measurement
Frequency
Sample Type
Sample
Locationl
Flow
6.7 MGD
Continuous
Recording
I or E
BOD, 5-day, 20 °C (Summer)23
22.0 m I
33.0 m I
Daily
Composite
I, E
BOD, 5-day, 20 "C (Winter)2.3
30.0 m I
45.0 m 11
Daily
Composite
I, E
Total Suspended Residue
30.0 m I
45.0 m /I
Daily
Composite
I, E
NH3 - N (Summer)3
17.0 m /I
Daily
omposite
E
NH3 - N (Winter)3
Daily
Composite
E
Dissolved Oxygen4
Daily
Grab
E
Fecal Coliform5
200/100 ml
4001100 ml
I Daily
Grab
E
Total Residual Chlorine
Daily
Grab
E
Temperature
Daily
Grab
E
H6
Daily
Grab
E
Total Nitrogen
(NO2 + NO3 + TKN)
Monthly
Composite
E
Total Phosphorus
Monthly
Composite
E
Chronic ToxiCity7
Quarterly
I Composite
E
Copper
2/Month
Composite
E
Zinc
2/Month
Composite
E
Silver
2/Month
E
Conductivit s
3/Week
-Composite
Grab
U,D
Temperatures
3/Week
Grab
U,D
Dissolved Oxygen8
3/Week
Grab
U,D
Fecal Coliform5•s
200/100 ml
4001100 ml
YWeek
Grab
U,D
Footnotes:
1. Sample Location: E - Effluent. 1 - Influent, U - Upstream at least 100 feet from the outfall,
D - Downstream at SR 1225.
2. The monthly average effluent BOD 5 and Total Suspended Residue concentrations shall not
exceed 15% of the respective influent value (85 % removal).
3. Summer is defined as the period from April 1 through October 31, while winter is defined
as November 1 through March 31.
4. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/l.
5. Fecal Coliform shall be calculated using the geometric mean, according to the procedure
detailed in Part 11. Section A, Paragraph 9b.
6. The pH of the effluent shall not be less than 6.0 nor greater than 9.0 (on the standard units
scale).
7. Chronic Toxicity (Ceriodaphnia) P/F at 41%: March, June, September, December (see Part
I. A. (2.)).
8. Sample collected three times per week during June 1 through September 30 and once per
week October 1 through May 31.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Notes for Moore County Regional Wastewater Treatment Plant
General Information
The Moore County Regional WWTP is a permitted 6.67 MGD facility. The Moore
County regional Wastewater Treatment plant is a grade IV facility utilizing the following
units: preaeration, grit removal, primary clarification, first stage activated sludge,
intermediate clarification, second stage aeration, final clarification, anaerobic sludge
digestion, sludge drying beds, post aeration.
The facility maintains one outfall (001) which discharges into Aberdeen Creek, which is
a class C stream, located in the Lumber River Basin.
The facility has an approved pretreatment program and manages 4 SIUs. The SIUs
appear to be operating in compliance with the WWTPs LTMP. The average flow for the
facility is 5.39 MGD. The industrial contribution is 0.371 MGD. Per the NPDES permit
renewal application the following may be present in the effluent: Cl, F, Al, Be, Ba, Cd,
Cr, Cu, Fe, Pb, Ni, Se, Ag, Zn, chlorinated organic, surfactants, pesticides,
Bromodichloro. methane, chloroform, dibromochloro methane.
Permit Writer: MJM
Permit #: NC0037508
Permit Modification Information
January 9,1995 — A permit modification was issued in accordance with the revised
pretreatment rules. The modification was to the biolerplate language of Part III.A-B.
Wasteload Allocation Information
The 1994 Wasteload Allocation for the currently permitted flow of 6.7 MGD states that
the receiving stream Aberdeen Creek has a s7Q 10 stream flow of 15.2 cfs. Additionally,
the report concludes that the w7Q 10 is 28.7 and that the average stream flow is 47.2 cfs.
The drainage area is 36.3 square miles.
The WLA states that several POC are monitored through the facilities LTMP.
Correspondence File Review Information
Speculative limit request was made November 16, 1999.
Speculative limits were issued January 12,1999, for flows of 10 and 15 MGD.
There is a note in the permit file that states that the speculative limit request was
rescinded.
DMR Review
1999 — Per DMRs the facility has no compliance issued through October of 1999.
1998 - Per DMRs the facility has no compliance issued through October of 1998.
1997 - Per DMRs the facility has no compliance issued through October of 1997.
1996 - Per DMRs the facility has no compliance issued through October of 1996.

Basinwide Plan Review
Subbasin 03-07-50 is the uppermost basin in the headwaters of the Lumber River Basin.
The 03-07-50 subbasin covers an area of 273 square miles, two square miles of which are
water. Land cover in the subbasin is largely forest/wetland and agriculture, 80% and
18%, respectively. Naked Creek is designated as Outstanding Resource water and
Drowning Creek has been designated as High Quality water. There is 184.4 mile of
tributaries with 178.5 miles `Fully Supporting' their designated uses and the remaining
5.9 miles designated uses are `Fully Supporting but Threatened'.
There are five permitted dischargers in the subbasin, with the largest being the Moore
County Regional WWTP with a permitted discharge of 6.7 MGD.
The only ambient sampling point downstream of the Moore County Regional WWTP's
discharge is downstream of the confluence of Aberdeen Creek and Drowning Creek.
This ambient station is one of two stations in the subbasin which gather fish tissue data.
The other fish tissue ambient monitoring station is located in Horse Creek, which is
upstream of the confluence of Aberdeen Creek and Drowning Creek. Fish tissue data
gathered in Horse Creek indicates mercury levels above EPA criteria (0.6 ppm), while
fish tissue data gathered at the confluence of Aberdeen and Drowning Creek indicate that
mercury levels above both the EPA criteria and the FDA criteria (1.0 ppm).
General Comments
12/14/99 — Submitted LTMP request form to Steve Amigone (Pretreatment Unit)
requesting the facilities LTMP data.
12/17/99 — According to the October 29, 1999 memo from Tom Belnick, Moore County
monitors mercury through their pretreatment program. As long as the facility continues
to monitor mercury through the LTMP then mercury monitoring will not be required as a
condition of the permit.
12/1�/99 — per conversation with Dave Goodrich though the IWC ammonia calculation
limit' NH3-N at 2.17 mg/l. It is Division policy to not impose this limit if the facility has
a chronic toxicity test and has been in compliance with the toxicity test. Therefore, it
recommended that the facility maintain the 17 mg/1 limit in the renewed permit.
Reasonable potential analysis —
Mercury — the facility has not detected mercury in their effluent according to the last four
years of DMR data. Therefore, no reasonable potential exist. Additionally, as long as the
facility continues to monitor mercury as part of LTMP, the mercury monitoring is not
required.
Cyanide — The facility has not detected cyanide in their effluent according to the last four
years of monitoring data. Therefore, no reasonable potential exist.

Copper — The reasonable potential indicates that there is no reasonable potential for the
facility to exceed the action level for this parameter. However, the facility has regularly
detected copper in their effluent, therefore it is recommended that copper monitoring
remain in the permit.
Silver — Reasonable potential indicates that the facility's effluent does have a reasonable
potential to cause the receiving stream to exceed the action level standard for silver.
Since the facility has had no problems passing chronic toxicity test, it is recommended
that the facility monitor for silver.
Zinc — Reasonable potential analysis indicate that there is not a reasonable potential for
the facility's effluent to cause the receiving stream to exceed the action level standard for
Zinc. Since the facility has had several detections of zinc it is recommended that zinc
monitoring remain as a condition for the permit.

LONG TERM MONITORING PLAN REQUEST FORM tf
FACILITY: Moore County Regional WWTP y! i ke M yP /5 Ida)
NPDES NO.: NCO037508 rirly VA -J) rA A 'a1 1 P�
EXPIRATION DA 11/30/99
REGION: FRO
P&E REQUESTOI Michael Myers
PRETREATMENT CONTACT Tom Poe
DATE OF REQUE 12/14/99
INDICATE THE STATUS OF PRETREATMENT PROGRAM:
1) THE FACILITY HAS NO SIU'S AND SHOULD NOT HAVE PRETREATMENT LANGUAGE
THE FACILITY HAS 6041111=911i A PREATREATMENT
3) ADDITIONAL CONDITIONS REGARDING THE PRETREATMENT PROGRAM ATTACHED.
PERMITTED FLOC Presently 12.0 MGD
% INDUSTRIAL 7%
% DOMESTIC 93% f
Pretreatment Unit Staff (Region)
Bo McMinn (WSRO)
Poe (FRO, ARO, WiRO)
�Trn P Pd�Ik�w-�
ana Folley (RRB-We� ht-�
Joe Pearce (MRO)
Bob, Ts s , n N©, (-&q t ��A� ,cm, co
An , -�102 0!53 _
cam dwpt's
_jnhl b.1+7o"�
4,,ft Off' AAOA, 10i 1
no 511A br 503 of YI PUP
"M P fiA
J al.l&
Vo r wo rd ed
h y _ -,e m a. l 1.
4e
��lj v� P
I -►'fie d
w e �.�ad (k�
�j l I,( .v.O ,,• l'1� v a t-� CJ. O N (y � /�85f
1 e(C) 11&.ve S!u i1'�1115

Facility Name = Moore County WWTP
NPDES # = NC0037508
Qw (MGD) = 6.7
7Q10s (c/s)= 15.2
IWC NXI) = 40.59
FINAL RESULTS
cyanide
Max. Pred Cw 5
Allowable Cw 12.3
eS� �fo
�(O
Parameter = cyanide
Stazzdard - 5.0 PgA
nBDL=1/2DL Actual Data
1
5.00
<10
2
5.00
<10
3
5.00
<10
4
5.00
<10
5
5.00
<10
6
5.00
<10
7
5.00
<10
8
5.00
<10
9
5.00
<10
10
5.00
<10
11
5.00
<10
12
5.00
<10
13
5.00
<10
14
5.00
<10
15
5.00
<10
16
5.00
<10
17
5.00
<10
18
5.00
<10
19
5.00
<10
20
5.00
<10
21
5.00
<10
22
5.00
<10
23
5.00
<10
24
5.00
<10
25
5.00
<10
26
5.00
<10
27
5.00
<10
28
5.00
<10
29
5.00
<10
30
5.00
<10
31
5.00
<10
32
5.00
<10
33
5.00
<10
34
5.00
<10
35
5.00
<10
36
5.00
<10
37
5.00
<10
38
5.00
<10
39
5.00
<10
40
5.00
<10
41
5.00
<10
42
5.00
<10
43
5.00
<10
44
5.00
<10
45
5.00
<10
46
5.00
<10
47
5.00
<10
48
5.00
<10
RESULTS
Std Dev. 0
Mean 5
C.V. 0
Malt Factor =
Max. Value 5 PgA
Max. Pred Cw 5 Pg/l
Allowable Cw 12.3 Pg/l

49
5.00
<10
50
5.00
<10
51
5.00
<10
52
5.00
<10
53
5.00
<10
54
5.00
<10
55
5.00
<10
56
5.00
<10
57
5.00
<10
58
5.00
<10
59
5.00
<10
60
5.00
<10
61
5.00
<10
62
5.00
<10
63
5.00
<10
64
5.00
<10
65
5.00
<10
66
5.00
<10
67
5.00
<10
68
5.00
<10

Facility Name = Moore County WWTP
NPDES k = NCO037508
Qaw (MGD) = 6.7
7Q10s (cfs)= 15.2
IWC (°/r) = 40.59
FINAL RESULTS
Zinc
Max. Pred Cw 99.6
Allowable Cw 123.2
Parameter = Zinc
Standard = 50 µg/l
nBDL=V2DL Actual Data
1
12
12
2
32
32
3
83
83
4
21
21
5
19
19
6
29
29
7
27
27
8
19
19
9
15
15
10
29
29
11
18
18
12
19
19
13
12
12
14
14
14
15
18
18
16
20
20
17
29
29
18
19
19
19
24
24
20
23
23
21
22
22
22
18
18
23
21
21
24
19
19
25
17
17
26
21
21
27
33
33
28
17
17
29
18
18
30
24
24
31
19
19
32
24
24
33
21
21
34
19
19
35
23
23
36
29
29
37
22
22
38
17
17
39
21
21
40
17
17
41
19
19
42
24
24
43
22
22
44
20
20
45
22
22
46
25
25
47
23
23
48
32
32
RESULTS
Std Dev.
Mean
C.V.
8.35227152
23.3406593
0.35784214
Mult Factor
Max. Value
83 µg/1
Max. Pred Cw
99.6 µg/1
Allowable Cw
123.2 µgQ

49
34
34
50
28
28
51
15
15
52
15
15
53
22
22
54
12
12
55
12
12
56
21
21
57
24
24
58
19
19
59
27
27
60
26
26
61
29
29
62
27
27
63
29
29
64
26
26
65
27
27
66
26
26
67
30
30
68
24
24

Facility Name = Moore County
Parameter = Silver
NPDES If = Nc0037508
Staadurd = 0.06 pg/I
Qw (MGD) = 6.7
7Q10s (cfs)= 15.2
n BDL=1/2DL Actual
Data
RESULTS
IWC (%) = 40.59
1 2.5
<5
Std Dev.
0.52168257
2 2.5
<5
Mean
2.57865169
FINAL RESUL
3 2.5
<5
C.V.
0.20230827
Silver
4 2.5
<5
Max. Pred Cw 6.6
5 2.5
<5
Allowable Cw 0.1
6 2.5
<5
Mult Factor
7 2.5
<5
Max. Value
6 pg/1
8 2.5
<5
Max. Pred Cw
6.6 pg/1
9 2.5
<5
Allowable Cw
0.1 pg/1
10 2.5
<5
11 2.5
<5
12 2.5
<5
13 2.5
<5
14 6.0
6
15 2.5
<5
16 2.5
<5
17 2.5
<5
18 2.5
<5
19 2.5
<5
20 2.5
<5
21 2.5
<5
22 2.5
<5
23 2.5
<5
24 2.5
<5
25 6.0
6
26 2.5
<5
27 2.5
<5
28 2.5
<5
29 2.5
<5
30 2.5
<5
31 2.5
<5
32 2.5
<5
33 2.5
<5
34 2.5
<5
35 2.5
<5
36 2.5
<5
37 2.5
<5
38 2.5
<5
39 2.5
<5
40 2.5
<5
41 2.5
<5
42 2.5
<5
43 2.5
<5
44 2.5
<5
45 2.5
<5
46 2.5
<5
47 2.5
<5
48 2.5
<5

49
2.5
<5
50
2.5
<5
51
2.5
<5
52
2.5
<5
53
2.5
<5
54
2.5
<5
55
2.5
<5
56
2.5
<5
57
2.5
<5
58
2.5
<5
59
2.5
<5
60
2.5
<5
61
2.5
<5
62
2.5
<5
63
2.5
<5
64
2.5
<5
65
2.5
<5
'
66
2.5
<5
67
2.5
<5
68
2.5
<5

Facility Name = Moore County
NPDES # = NC0037508
Qw (MGD) = 6.7
7Q10s (c/s)= 15.2
IWC (9G) = 40.59
FINAL RESULT
Copper
Max. Pred Cw 15.62
Allowable Cw 17.2
Parameter = Copper
Staladard = 7.0 pg/I
n BDL=1/2DL
Actual Data
1
11.4
11.4
2
14.2
14
3
9.2
9
4
10.7
11
5
8.2
8
6
10.2
10
7
8.4
8
8
11.2
11
9
8.0
8
10
9.0
9
11
9.0
9
12
10.0
10
13
6.0
6
14
7.0
7
15
7.0
7
16
10.0
10
17
9.0
9
18
10.0
10
19
7.0
7
20
9.0
9
21
10.0
10
22
8.0
8
23
10.0
10
24
9.0
9
25
7.0
7
26
8.0
8
27
13.0
13
28
7.0
7
29
6.0
6
30
7.0
7
31
8.0
8
32
12.0
12
33
8.0
8
34
9.0
9
35
8.0
8
36
14.0
14
37
7.0
7
38
8.0
8
39
8.0
8
40
8.0
8
41
9.0
9
42
9.0
9
43
7.0
7
44
9.0
9
45
10.0
10
46
11.0
11
47
11.0
11
48
9.0
9
RESULTS
Std Dev.
Mean
C.V.
1.87384999
8.81868132
0.21248642
Mult Factor
Max. Value 14.2 pgA
Max. Pred Cw 15.62 µgal
Allowable Cw 17.2 µg/l

49
10.0
10
50
9.0
9
51
12.0
12
52
10.0
10
53
9.0
9
54
8.0
8
55
11.0
1i
56
9.0
9
57
9.0
9
58
8.0
8
59
8.0
8
60
7.0
7
61
8.0
8
62
9.0
9
63
9.0
9
64
8.0
8
65
9.0
9
66
6.0
6
67
11.0
11
68
7.0
7

Facility Name = Moore County
NPDES # = NCO037508
Qw (MGD) = 6.7
7Q10s (cfs)= 15.2
IWC (%) = 40.59
FINAL RESULT
Iron
Max. Pred Cw 696
Allowable Cw 2463.7
Parameter = Iron
Standard = 1000.0 µg/1
n BDL=1/2DL Actual Data
150
<100
2 146
146
3 177
177
4 193
193
5 140
140
6 130
130
7 290
290
RESULTS
Std Dev.
Mean
C.V.
72.8798751
160.857143
0.45307205
Mult Factor
Max. Value 290 µg/1
Max. Pred Cw 696 µg/I
Allowable Cw 2463.7 µg/I

Moore County Regional WWTP
Residual Chlorine
Ammonia as NH3
(summer)
7Q10 (CFS)
15.2
7Q10 (CFS)
15.2
DESIGN FLOW (MGD)
6.7
DESIGN FLOW (MGD)
6.7
DESIGN FLOW (CFS)
10.385
DESIGN FLOW (CFS)
10.385
STREAM STD (UG/L)
17.0
STREAM STD (MG/L)
1.0
UPS BACKGROUND LEVEL (1
0
UPS BACKGROUND LEVEL
0.22
IWC (%)
40.59
IWC (%)
40.59
Allowable Concentration (ug)
41.88
Allowable Concentration (m
2.14
Ammonia as NH3
(winter)
7Q10 (CFS)
28.7
Fecal Limit
200/100ml
DESIGN FLOW (MGD)
6.7
Ratio of 1.5 :1
DESIGN FLOW (CFS)
10.385
STREAM STD (MG/L)
1.8
UPS BACKGROUND LEVEL
0.22
IWC (%)
26.57
Allowable Concentration (m
6.17
12/17/99
MJM NC0037508

Instream Dissolved Oxygen Concentrations Upstream and Downstream of the Moore County Regional
Wastewater Treatment Plant from 1/97 through 10/99
30----___ _.v
25
I
20
E W'
c
0
m 15
c
U
U — Upstream of
10 Discharge
— Downstream
of Discharge
5 -
0
rQ �9 ✓ 2Q 9,.C� �8
Nc `el d7 `el 06, 9G
00 98 98 99
Time [Date]

Instream Fecal Coliform Concentrations Upstream and Downstream of the Moore
County Regional Wastewater
Treatment Plant from 1/97 through 10/99
8000
/ J
7000
6000
0 5000
0
—Upstream of
Discharge
.0 4000
in
—Downstream of
3000
Discharge
0
U
2000
— -- -- —
1000
0-
J
06 9G
�96' 9g 9� 99
Time [Date]

SOC PRIORITY PROJECT: YES_ NO X
If Yes, SOC No.
To: Permits and Engineering Unit
Water Quality Section
Attention: Charles Weaver
Date: July 6,1999
NPDES STAFF REPORT AND RECOMMENDATION
COUNTY: Moore
Permit No. NC 0037508
PART I - GENERAL INFORMATION
1. Facility and Address: Moore County Regional Wastewater Treatment Plant
PO Box 813
Pinebluff, NC 28373
2. Date of Investigation: June 30, 1999
3. Report Prepared by: Grady Dobson, Environmental Engineer, FRO
4. Persons Contacted and Telephone Number: Gary Frick, Sys. Supervisor
910-281-3146
5. Directions to Site: Take SR 1100, south of Addor, for approximately 1 mile. Treatment
plant is on right side of road.
6. Discharge Point(s), List for all discharge points:
Latitude: 35' 04' 04" Longitude: 78' 28' 07"
Attach a U.S.G.S. map extract and indicate treatment facility site and discharge point on map.
U.S.G.S. Quad No. G-21-SW U.S.G.S. Quad Name: Pinebluf£ NC
7. Site size and expansion area consistent with application? Approximately 50 acres
JX Yes _ No (If No, explain)
8. Topography: (relationship to flood plain included): Flat and terraced; 0-10% slope
9. Location of nearest dwelling: None within 1,000 feet

PART I - GENERAL INFORMATION (continued)
10. Receiving stream or affected surface waters:
a. Classification: "Class C"
b. River Basin and Subbasin No.: 03 - 07 - 50
C. Describe receiving stream features and pertinent downstream uses:
Fish and wildlife propagation, secondary recreation, agriculture, and other uses requiring
waters of lower quality.
PART H - DESCRIPTION OF WASTES AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted: 6.67 MGD (Ultimate Design Capacity)
b. What is the current permitted capacity of the Wastewater Treatment facility? 6.6 MGD
C. Actual treatment capacity of the current facility (current design capacity). 6.67 MGD
d. Date(s) and construction activities allowed by previous Authorizations to Construct
issued in the previous two (2) years. N/A
e. Please provide a description of existing or substantially constructed wastewater
treatment facilities:
The existing waste facility consists of the following: 6.67 MGD (design
capacity), preaeration and grit removal, primary clarification, first (1st)
stage activated sludge, intermediate clarification, second (2nd) stage
aeration, final clarification, anaerobic sludge digestion, sludge dryng
beds, and post aertion.
f. Please provide a description of proposed wastewater treatment facilities: N/A
g. Possible toxic impacts to surface waters: N/A
h. Pretreatment Program (POTWs only):
In development Approved X
Should be required Not needed

PART H - DESCRIPTION OF WASTES AND TREATMENT WORKS (continued)
2. Residuals handling and utilizing/disposal scheme:
This facility currently still landfills sludge at the Moore County landfill. Mr. Gary Frick
further indicates that land applying the stabilized sludge is a possibility. He is currently
obtaining necessary informartion to apply for a land application of sludge permit. Also,
Mr. Frick is looking into a land application of sludge permit. Also, Mr. Frick is looking
into the possibility of taking the sludge to the BFI Landfill in Sampson County near
Roseboro, North Carolina.
Although no permitted sludge solution has been finalized, various alternatives are being
examined.
a. If residuals are being land applied, please specify DWQ Permit No. N/A
Residual Contractor: N/A
Telephone: N/A
b. Residuals stabilization: PSRP X PFRP Other
C. Landfill: Uwharrie Environmental Landfill, Troy, North Carolina, Montgomery
County
d. Other disposal/utilization scheme (specify): Land application oif residuals have been
considered; however, to date, a permit
package is not considered.
3. Treatment plant classification (attach completed rating sheet): Grade IV (see attached)
4. SIC Code(s):
Primary 01 Secondary55 57
Main Treatment Unit Code: 1 1 0 0 1
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds or are any public monies
involved (municipals only)? N/A
2. Special monitoring or limitations (including toxicity) requests: N/A

PART III - OTHER PERTINENT INFORMATION (continued)
3. Important SOC, JOC, or Compliance Schedule Dates (please attach): N/A
Date
Submission of Plans and Specifications.................................................... N/A
BeginConstruction.................................................................................... N/A
Complete Construction.............................................................................. N/A
4. Alternative Analysis Evaluation: Has the facility evaluated all of the nondischarge options
available? Please provide regional perspective for each option evaluated.
Spray Irrigation: N/A
Connection to Regional Sewer System: N/A
Subsurface: N/A
Other disposal options: N/A
5. Other Special Items:
PART IV - EVALUATION AND RECOMMENDATIONS
It is recommendation of this office that the permit application be processed and the appropriate permit
issued.
Utz:, &�122
Signature of Repat Preparer
Water Quality Regional Supervisor
Date

M04RF COUNTY WATER�;&UTtaN 00flTKL PLANT
S. R. 1100, 4 MILES S.E. 4F
PINESLUFF, NO-. CAR. 28373
. `x
g
•�- Q o
01
1.0 —13.4 1.0 —I
1.0 -13.4 1.0-13.4 LO -13.4 m'q4•'
m 9 m9, .
SEWAGE
_,,j� NT I I Return Activated 0-6 7 m d.
I B 0. Make 0 -14 m..d
I 1
—ISPOSAL Q—PRIMARY SLUDGE I
I
WASTE ACTIVATED SLUDGE I
I ,
I .
I
SLUDGE ANAEROBIC
THICKENER DIGESTER
SLUDGE DRYING BEDS
Drainage to
Raw Sewage Influent
..J
M ZEFFLUENT ;
Discharge
001.
6.7 MGD
° Land Applicatim
° Larr= Subtitled "D"
PROCESS FLOW SCHEMATIC

ADDENDUMI
NPDES PERMIT # NC003750
REQUEST FOR RENEWAL
April 19, 1999
Sludge Management Plan:
The Sludge Management -Plan -for -the -Moore County Water-Pollution-C-ontrol--Punt
consists of two items.
1. Disposal of Sludge in a Subtitle D Landfill.
2. The contractor is in the process-of-securing-finaFsignatures forpennitted--
land before submitting a Land Application Permit to DWQ - Fayetteville.
If you have any questions concerning--our-Skidge Management- Plan -do -not -hesitate -t*-
call Gary Frick at 281- 3146.

PINEBLUFF QUADRANGLE Soo
— J
NORTH CAROLINA • :•
7.5 MINUTE SERIES (TOPOGRAPHIC)- •. M,
SWA SOUTHERN PINES 15' QUADRANOLE 6e�
::
p V ss�� ••vd2
V a : 4ca •
II \� ��� o
I
102 ri• n� - � -
tit
Its
00
1103

SOUTHERN PINES QUADRANGLE �� • ~*98
/ NORTH CAROLINA—MOORE CO. V:• ill �`
7.5 MINUTE SERIES (TOPOGRAPHIC) td ' = •,I;;v ;� "
NW/4 SOUTHERN PINES 15• QUADRANGLE s ' • 1 ij \♦
$ I - `A 1 f •• •• •
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