NC0021920_Permit (Issuance)_20040813

NPDES DOCUMENT SCANNIN`i COVER SHEET
NC0021920
Whiteville WWTP
NPDES Permit:
Document Type:
Lrmit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
201 Facilities Plan
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
August 13, 2004
This document is printed on reuse paper - ignore any
content on the resrerse side

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 13, 2004
Ms. Susan D. Rhodes
City of Whiteville
P.O. Box 607
Whiteville, North Carolina 28472
Subject: Issuance of NPDES Permit NC0021920
Whitemarsh WWTP
Columbus County
Dear Ms. Rhodes:
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 Ivlay 9, 1994 (or as subsequently
amended).
This final permit includes no major changes from the draft permit sent to you on June 9,
2004.
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
Davvn Jeffries at telephone number [phone], extension 595.
sincerely
SIGNED BY
Mark McIntire
Alan W. Klimek, P.E.
cc: Central Files
Wilmington Regional Office/Water Quality Section
Aquatic Toxico1Wg yUnit
NPDES Unit
EPA, Region 4
No Carolina
aurally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us 512 N. Salisbury St. Raleigh. NC 27604 FAX [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10°% Post Consumer Paper

Permit NC0021920
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 provisions 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
City of Whiteville
is hereby authorized to discharge wastewater from a facility located at the
Whitemarsh WWTP
1000 Nolan Avenue
Whiteville
Columbus County
to receiving waters designated as White Marsh Swamp 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.
The permit shall beepnej _e#ect4ve ;Septernber 1, 2004.
This permit and the authorizaiiorito'`discharge shall expire at midnight on August 31, 2009.
Signed this day August 13, 2004.
ORIGINAL SIGNED BY
Mark McIntire
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0021920
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge, are hereby
revoked. [The exclusive authority to operate this facility arises under this permit. The authority to
operate the facility under previously issued permits bearing this number is no longer effective.] The
conditions, requirements, terms and provisions of this permit authorizing discharge under the
NPDES govern discharges from this facility.
The City of Whiteville is hereby authorized to:
1. Continue to operate an existing 3.0 MGD wastewater treatment system that
includes the following components:
> Influent pump station
> Mechanical bar screen
> Equalization basin
> Oxidation ditch
> Dual clarifiers
> Polishing pond
> Post aeration basin
> Gas chlorination and chlorine contact chamber
> Dechlorination
> Four aerated sludge holding tanks
This facility is located at the Whitemarsh WWTP in Whiteville off Nolan Avenue in
Columbus County.
2. Discharge from said treatment works (via Outfall 001) into White Marsh Swamp, a
Class C-Swamp stream in the Lumber River Basin, at the location specified on the
attached map.

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Latitude:
Longitude:
USGS Quad #:
River Basin #:
Receiving Stream:
Stream Class:
340 19' 42"
78° 40' 48"
J24SW
03-07-58
White Marsh Swamp
C-Swamp
Nt
City of Whiteville
Whitemarsh WWTP
Columbus County
NC0021920

Permit N03021920
0
A. (1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
Beginning on the effective date of this permit and lasting through the expiration date, the Permittee is authorized to
discharge treated wastewater from 9utfall 001. Such discharges shall be limited and monitored by the Permittee as
specified below:
EFFLUENT
CHARACTERISTICS
EFFLUENT LIMITATIONS
MONITORING REQUIREMENTS
Monthly
Average
Weekly
Average
Daily Maximum
Measurement
Frequency
Sample
Type
Sample 1
Location
Flow
3.0 MGD
Continuous
Recording
or
Influent Effluent
BOD, 5-day, 20°C2
(April 1-October 31)
5.0 mg/L
7.5 mg/L
Daily -
Composite
Influent &
Effluent
BOD, 5-day, 20°C2
(November 1- March 31)
10.0 mg/L
15.0 mg/L
Daily
Composite
Influent &
Effluent
Total Suspended Residue2
30.0 mg/L
45.0 mg/L
Daily
Composite
Influent &
Effluent
NH3 as N
(April 1 -October 31)
2.0 mg/L
6.0 mg/I
Daily
Composite
Effluent
NH3 as N
(November 1 - March 31)
4.0 mg/L
12.0 mg/I
Daily
Composite
Effluent
Total Residual Chlorine
28 pg/L
Daily
Grab
Effluent
Fecal Coliform (geometric mean)
200/100 ml
400/100 ml
Daily
Grab
Effluent
Fecal Coliform (geometric mean)
Variable8
Grab
U, D
Dissolved Oxygen3
Daily
Grab
Effluent
Dissolved Oxygen
Variable8
Grab
U' D
Temperature
Daily
Grab
Effluent
Temperature
Variable8
Grab
U, D
Conductivity
Variable°
Grab
U, D
pH
6.0 — 9.0 standard units
Daily
Grab
Effluent
Oil and Grease
30.0 mg/L
60.0 mg/L
Weekly
Grab
Effluent
Total Mercury4, 5
0.012 uglL
0.004 g/day
Weekly
Composite
Effluent
Total Copper
2/Month
Composite
Effluent
Total Silver
2/Month
Composite
Effluent
Total Zinc
222.0 pg/L
Weekly
Composite
Effluent
Total Nitrogen (NO2+NO3+TKN)
Monthly
Composite
Effluent
Total Phosphorus
Monthly
Composite
Effluent
Chronic Toxicity°
Quarterly
Composite
Effluent
Pollutant Analysis'
Annually
Composite
Effluent
Notes:
1. U: Upstream at US. 74/76. D: Downstream at railroad crossing.
2. The monthly average effluent BOD5 and TSS concentrations shall not exceed 15% of the respective influent value (i.e., 85%
removal).
3. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/L.
4. Effluent samples collected for mercury must be analyzed by EPA Method 1631.
5. See Special Condition A. (2) for calculation of mercury mass loading.
6. Chronic toxicity (Ce►ialaphnia) at 50%; January, April, July, and October [see Special Condition A (4)].
7. See Special Condition A. (5), Effluent Pollutant Scan.
8. Instream samples (U, D) shall be collected 3 times per week during June, July, August & September, then weekly during the
rest of the year.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit NC0021920
SUPPLEMENT TO EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
SPECIAL CONDITIONS
A. (2) TOTAL MERCURY MASS LOADING CALCULATION
The daily maximum mass loading limit for mercury is 0.004 grams/day, which is based on a mercury
wasteload allocation derived from the Lumber River Basin Mercury TMDL. Both the effluent mercury
concentration and mass loading should be reported on the monthly discharge monitoring reports
(DMRs). Calculation of the mass daily loading is as follows:
Effluent Concentration (ug/l) x Daily Flow (MGD) x 3.785 (conversion factor) = grams mercury/day
A. (3) MERCURY REOPENER
The Division may re -open this permit to require mercury load limitation changes, mercury minimization
plans, and/or source water characterization following completion of the Phase 2 Mercury TMDLs for the
Lumber and Waccamaw River watersheds.
A. (4) CHRONIC TOXICITY PERMIT LIMIT (Quarterly)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant
mortality to Ceriodaphnia dubia at an effluent concentration of 50%.
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in
the "North Carolina Ceriodaphnia 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
January, April, July, and October. 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:

Permit NC0021920
A. (4) CHRONIC TOXICITY PERMIT LIMIT (Quarterly)
(continued)
Attention: NC DENR / DWQ / 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.

Permit NC0021920
A. (5) EFFLUENT POLLUTANT SCAN
The Permittee shall perform an annual Effluent Pollutant Scan for all parameters listed in the attached table.
The analytical methods shall be in accordance with 40 CFR Part 136 and shall be sufficiently
sensitive to determine whether parameters are present in concentrations greater than applicable
standards and criteria. Samples shall represent seasonal variations. Unless otherwise indicated,
metals shall be analyzed as "total recoverable."
Ammonia (as N) Trans-1,2-dichloroethylene Bis (2-chloroethyl) ether
Chlorine (total residual, TRC) 1 ,1 -dichloroethylene Bis (2-chtoroiisopropyl) ether
Dissolved oxygen 1,2-dichtoropropane Bis (2-ethythexyl) phthalate
Nitrate/Nitrite 1,3-dichloropropylene 4-bromophenyl phenyl ether
Kjeldahl nitrogen Ethylbenzene Butyl benzyl phthalate
Oil and grease Methyl bromide 2-chloronaphthalene
Phosphorus Methyl chloride 4-chlorophenyl phenyl ether
Total dissolved solids Methylene chloride Chrysene
Hardness 1,1,2,2-tetrachloroethane Di-n-butyl phthalate
Antimony Tetrachloroethylene Di-n-octyl phthalate
Arsenic Toluene Dibenzo(a,h)anthracene
Beryllium 1 ,1 ,1-trichloroethane 1,2-dichlorobenzene
Cadmium 1,1,2-trichloroethane 1,3-dichlorobenzene
Chromium Trichloroethylene 1,4-dichlorobenzene
Copper Vinyl chloride 3,3-dichtorobenzidine
Lead Acid -extractable compounds Diethyl phthalate
Mercury P-chloro-m-creso Dimethyl phthalate
Nickel 2-chtorophenol 2,4-dinitrototuene
Selenium 2,4-dichtorophenol 2,6-dinitrotoluene
Silver 2,4-dimethylphenol 1,2-diphenylhydrazine
Thallium 4,6-dinitro-o-cresol Fluoranthene
Zinc 2,4-dinitrophenol Fluorene
Cyanide 2-nitrophenol Hexachtorobenzene
Total phenolic compounds 4-nitrophenol Hexachlorobutadiene
Volatile organic compounds: Pentachtorophenol Hexachlorocydo-pentadiene
Acrolein Phenol Hexachtoroethane
Acrylonitrile 2,4,6-trichlorophenol Indeno(1,2,3-cd)pyrene
Benzene Base -neutral compounds: Isophorone
Bromoform Acenaphthene Naphthalene
Carbon tetrachloride Acenaphthylene Nitrobenzene
Chlorobenzene Anthracene N-nitrosodi-n-propylamine
Chtorodibromomethane Benzidine N-nitrosodimethylamine
Chloroethane Benzo(a)anthracene N-nitrosodiphenylamine
2-chloroethylvinyl ether Benzo(a)pyrene Phenanthrene
Chloroform 3,4 benzofluoranthene Pyrene
Dichlorobromomethane Benzo(ghi)perylene 1,2,4-tichlorobenzene
1,1-dichloroethane Benzo(k)fluoranthene
1,2-dichloroethane Bis (2-chloroethoxy) methane
Test results shall be reported to the Division in DWQ Form- A MR-PPA1 or in a form approved by the
Director within 90 days of sampling. The report shall be submitted to the following address:
NC DENR / DWQ / Central Files, 1617 Mail Service Center, Raleigh, North Carolina 27699-1617.

Re: Louisburg and Whiteville
Subject: Re: Louisburg and Whiteville
Date: Thu, 05 Aug 2004 14:06:00 -0400
From: [e-mail]
To: Dawn Jeffries <[e-mail]>
I apologize for Whiteville. Your data package has been sitting in my
NC pile for some weeks now and I didn't realize the draft permit was in
our file room. Because my time to review is well past, feel free to
proceed to reissue this. sorry again for the delay on my end. thanks
for your patience. Marshall
I of 1 8/5/2004 2:1 I PM

Draft Permit reviews (3)
Subject: Draft Permit Reviews (3)
Date: Tue, 15 Jun 2004 16:03:09 -0400
From: John Giorgino <[e-mail]>
To: Dawn Jeffries <[e-mail]>
Hi Dawn, I
NC0021865
NCO026352
NCO021920
I have no
-John
have reviewed the following:
- Chadbourn WWTP
- Bladenboro WWTP
- Whitemarsh WWTP
comments concerning the tox sections. Thanks for forwarding them.
John Giorgino
Environmental Biologist
North Carolina Division of Water Quality
Aquatic Toxicology Unit
Mailing Address:
1621 MSC
Raleigh, NC 27699-1621
Office: 919 733-2136
Fax: [phone]
Email: [e-mail]
Web Page: http://www.esb.enr.state.nc.us
1 of 1 6/16/2004 7:07 AM

Re: re NC00=1920 - Whitemarsh WWTP
Subject: Re: re NC0021920 - Whitemarsh WWTP
Date: Wed, 16 Jun 2004 15:29:26 -0400
From: Dawn Jeffries <dawn [e-mail]>
Organization: NC DENR DWQ
To: [e-mail]
I just received two PPAs today from them. One was done in March and one
in May. The third should follow soon. Shall I send these two or wait for
the third? (Also, they sent in 2nd species test data for April and May.)
I know its a hassle getting them in piecemeal like this, but it speeds
things up quite a bit and helps keep them off the backlog. Thanks for
your patience.
Dawn
[e-mail] wrote:
> The Form 2A that just got to my desk is dated 3/04, but contains no
> priority pollutant scan data. what is the status of that data? I may
> need to send an interim objection letter. Marshall
1 of 1 6/17/2004 8:00 AM

Whole Effluent Toxicity Testing Self -Monitoring Summary May 17, 2004
FACILITY REQUIREMENI
YEAR JAN FEB MAR APR MAY
JUN JUL
AUG SEP OCT
NOV DEC
Whlteville W'VTP-nol chr Iim: 50%
NC002I920/001 Begin. 10/1/2003 Frequency. Q Ian Apr Jul Oct
County: Columbus Region: WIRO Subbasin: LUM58
PF: 3.0 Special
7010: 4.7 1 WC(%) 50 order:
+ NonComp:Single
2000 Pass
2001 <25
2002 35.4
2003 >100,35.4
2004 >100
<25
94.9
>100
>180
<2- 5
>100
82.2
94.9
Pass -
35�n 82.16
<25 <�
94.9 82.2
>100
- / Fat
>100 >100
>100 >100
>100 >100
<12.5
>100
94.9
82.2
<12.5
>100
>100
>100
<12.5
>100
<25
>100
<12`5
>100
<�5
94.9
17.68
>100
invalid
82.2
WBdwand Green chr lim: 72%
NC0063614/001 Begin 12/1/2003 Frequency. Q Feb May Aug Nov + NonComp:Singlc
County: Wake Rcgiun: RRO Subbasin: NEU01
PF: 0.1 Special
7Q10: 0.06 IWC(%) 72 (hala:
2000 Pass
2001 ---
2002 --
2003 ...
2004 --
Pass
Pass
Pass
Pass
Late
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Fat
>100
>100
Pass
Pass
Pass
Pass
Wilkesboro WWTP Or lint: 3.7%
NC00217171801 Begin 5/1/1999 Frequency: Q P/F + Mar Jun Sep Dec
County: Wilk rs Region: WSRO Subbasin: YADOI
PF: 4.9 Special
7010: 196 I WC)%) 3.72 Order:
+ NonComp:Single
2000 •-
2001 --
2002 -
2003 ..-
2004 --
Pass
Pass
Pass
Pass
Pass
Pace
Pass
Invalid
Pass
Pass
Pass
Pass
Pass
Pau
Pass
Pass
Pass
\Viiliams Energy Ventures 24hr LC50 ac monit >pis Rhd (grab)
NC0005I 55/006 Begin 9/1/2001 Frequency. A
County: Mecklenburg Region: MRO Subbasin: CTB34
PF: NA special
7010: 0.0 IWC(%) 100 Order:
NonComp:
2000 --
2001 --
2002 --
2003 -_
2004 --
Pass
>100
- >100
- >100
Williams Terminals Holdings, L.P. 24hr LC50 se monit cpis Rhd (grab)
NC0074578/002 Begin-W1/2002 Frequency: A
County: Guilford Region: WSRO Subbasin: CPFOR
PF: 0.0067 Special
7QI0: 0.0 IWC(%) 100 Order:
NonComp:
2000 >100
2001 >100
2002 --
2003 ...
2004 --
NIL>100
>I00
Williams Terminals Holdings, L.P. 24hr LCSn ac monit cpis Rhd (grab)
NC0074795/IIII I Begin 9/1/2001 Frequency: A
Cotmty: Mecklenburg Region: MRO Subbasin: CTB34
PF: n Spuds!
7Q10: 0 IWC(%) 100 Data:
NonComp:
2000 --
2001 --
2002 --
2003 .-
2004 --
A.
>100
>100
Pass
>100
Williams Terminals Holdings-C'hnrn 24hr LC50 ac monit cpis Rhd (Grab)
NC0003671/001 Begin I/1/2002 Frequency: A
County: Guilford Region: WSRO Subbasin: CPF02
PF: NA Special
7Q10: 0.0 IWC(%) 100 Oahu:
NonComp:
2000 >100
2001 ---
2002 --
2003 -_
2004 --
>100
>100
Willis mston WWTP chr lim 0.32%
NC0020044/001 Begin I/1/2003 Frequency: Q Mar Jun Sep Dec + NonComp:Singlc
County: Martin Region: WARO Subbasin: ROA09
PF: 2.4 special
7Q10: 1170 IWC(%) 0.26 °Oder:
2000 --
2001 --
2002 ---
2003 ._
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Wilmington Northside WWTP 241trNfac lim: 90%D.pules
NC(1023965/001 Begin WV 1996 Frequency. 0 + Feb May Aug Nov NonComp:Singlc
County: Ncw Hanover Region: WIRO Subbasin: CPFI7
PF: 8.0 spec t
7Q10: Tidal IWCI.41 NA Oats:
y 2000 --
2001 --
2002 --
2003 ._
2004 --
NR/Pass
Pass
Pass
Pass
Pass
- Pass -- - Pass
- Pass - - Pass
Pass -- - Pass
--- - Pass -- Pass
Pass.Fail
Pass
Pass
Pass
Wilmington Southside W\\TP - 8I Kean 24hr p/fac lint: 90% D. pules
NC0023973/001 Begin 3/1/21814 Frequency: 0 Mar Jun Sep Dec ' NonComp:Singlc
County: Ncw Hanover Region: WIRO Subbasin: CPFI7
PF: 12.0 Spacial
7Q10: 1149 IWC(%) 1.59 Orals:
y 2000
2001
2002
2003 ._
2004
Pass
Pass
Pass
Pass
Puss
Pass
Pass
Pass
Late
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pasa
Wilson Technical Community College 24hr LC50 ac monit cpis Rhd (Grab)
NC00845141/0111 Begin 10/1/2003 Frcqucncy. 5 OWD/A
County. Wilson Region: RRO Subbasin:NEU07
PF: 0.0144 special
7Q10: 0.0 IWC(%) 10(1 rime:
NanConlp:
2000 --
2001 --
2002 --
2003 .-
2004 -
H
H
H
NR
Wilson WWTP chr lim: 90%
NC0023906/001 Begin.2/I/21104 Frequency: Q Fcb May Aug Nov + NonComp:Singlc
County: Wilson Region: RRO Subbasin: NEUO7
PF: 14.0 Special
7Q10: 0.5 IWC(%) 97.37 Orden
2000 -
2001 -
2002 >100(s)
2003 -
2004 -
Pass(s)
Pass(s)
Pass(s)
Pass(s)
Pass(a)
Pass
Pass(s)
Pass(s)
Pass(s)
Pass(s)
Pass(s)
Fail(s)
Pass(s)
Pass(s)
>100
>100(s)
Pass(s)
Fail(s)
Pass
Pass(s)
33.5>100
•
,x, •5fik:Is
ZLU y'� PASs
Lecq- ket pass
y Pre 2000 Data Available
LEGEND:
PERM = Permit Requirement LET = Administrative Letter -Target Frcqucncy =Monitoring frequency: Q• Quarterly; M- Monthly; BM- Bimonthly; SA- Semiannually; A- Annually; OWD- Only when discharging; D- Discontinued monitoring requirement
Begin = First month required 7010 = Receiving stream low flow criterion (cfs) += quarterly monitoring increases to monthly upon failure or NR Months that tasting mart occur - ex. Jan, Apr. Jul, Oct NonConip = Current Compliance Requirement
PF= Permitted Row (MGD) IWC% = lnsircunl waste concentration P/F= Pass/Fail test AC=Acute CHR- Chronic
Data Notation: f- Fathead Minnow; • - Ccriodaphnia sp.: my - Mysid shrimp: ChV - Chronic value; P - Mortality of stated percentage at highest concentration; at • Performed by DWQ Aquatic Tox Unit; bt - Bad test
Reporting Notation: ---= Data not required; NR • Not reported Facility Activity Status: 1 - Inactive. N - Newly Issucd(To construct); H - Active but not discharging; t-More dots available for month in question: = ORC signature needed
43
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AFFIDAVIT OF PUBLICATION
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
pul
Th
PUBI,IC.NOTtC
STATC.CIF
I4ORTI4 WA O:WA
ENVIRQNI4ENTAL,
MANAGEMENT --
COMMISSION/NPOES UNiT
1617 MAIL SERVICE,
CENTER
PAt EIGH N .27e941617
NOTiFICAyl0N. QF L 1 NT-
T isue. A NPDES
WA$TEWATER PEIU IT
On the basis of thorough
staff review A.n.tF appiica-
tion. of NC , erferai
ute'td3 21, phc Iaw.9
4Q; a SI ,"gi er iaWtul.
stars a S and rebula
trori5 fl Cardima
Environnten , 4fanage:-
ment Coriimissign: pro-
poses to issue a Natiorfal
Pollutant 4lsgiiarge
Elimination. System
(NPDE5) wastewater dis-,
change Veiniit to the•per-
sort(s)listed below effec-
tive 45 , dayx frprn the
publish date Of this no-
tice:
Written comments re,
garding the proposed
permit will be accepted
until 30 days after the
publish date of this pe-
tite. Alt comments re-
ceived prior to that date
are considered in the fi-
nal ddterMinations re-
garding • the proposed
perfnit. The Director of
the NC Division of Water
Quality may decide to
hotd.a public meeting. for
the proposed: permit
should the Divisfuft re-
ceive a significant degree
of public interest
Copies of the draft permit
and other supporting in-
formation on file used tei
determine conditions
present in the draftper-
mit are available updn
request and payment of
the costs of reproduction.
Mail comments and/or
requests for information
to the NC Division of Wa-
ter Quality at the above
address or call Ms.• Caro-
lyn Bryant at (919) 733-
5083, extension 520.
Please include the NPDES
permit number (attached)
in any communication.
Interested persons may
also visit the Division of
Water Quality at 512 N.
Salisbury Street, Raleigh,
NC 27604-1149 between
the hours of B:00 a.m.
and 5:00 p.m. to review
information on file.
The Town of Bladenboro
(P.O. Box 455, Bladen-
boro, NC 28320) l aS ap-
plied for renewal to
NPDES permit 'NCO )f
26351 for its Bladeboro
WW1° in Bladen County.
This permit facility dis-
charges treated domestic
wastewater to Bryant
Swamp in the Lumber
River Basin. Currently,
BOD, ammonia, dissolved
oxygen, and total residual
chlorine are water quality
limited. This discharge
may affect future alloca-
tions in this portion of the
watershed.
Before the undersigned, a Notary Public of Said County and State,
DIANE P. KEENAN
Who, being duly sworn or affirmed, according to the law, says that he/she is
CLASSIFIED ADVERTISING MANAGER
of THE WILMINGTON STAR -NEWS, INC., 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
PUBLIC NOTICE STATE OF NORTH CAROLINA ENVIRONMENTAL MANAGEMENT
COMMISSION/NPDES 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 application of
was inserted in the aforesaid newspaper in space, and on dates as follows:
6/121x
And at the time of such publication Wilmington Star -News was a newspaper meeting all the
requirements and qualifications prescribed by Sec. No. 1 597 G.S. of N.C.
&Vo)41
Title: CLASSIFIED ADVER. MGR
orn or affirmed to, and s .scribes before me this / 6' day of
lQ_ , A.D.,
c
In Testimony Whereof, I have hereunto set...my-hand and affixer4caymisfifiv41 seal, the day and
year aforesaid. .1L9
My commission expires
day of tel___ ,
otary Public
C1.
Sy
aforegoing affidavit with the advertisement thereto annexed it is adjudge' the said
roperly made, and that the summons has been duly and legally served on the de!`HO to
endant(s).
Clerk of Superior Court
The Town of Chadbourne

has a
NPDES. permit
W� for its Chadbourne
county. in
Columbus
permitted
�
facility discha ,sa
domestictreated
• Wa'Stewater=>tq
Soules Swamp'. in -.the
lumber River Basin. Cvf
rent(y, BOD, ammonia, to-
tal residual chlbrine, dis-
solved oxygen, and nickel
are water quality limited.
This discharge may affect
future allocations in this
portion of the watershed_
The City of Whlteville,
NC(P.O 28472) ha07„s appliehitevlled
for renewal of NPDES
permit NC0021920 for its
Whitemarsh WWTP In Go
Iumbps County. The mu-
nicipal wastewater
treatment.pplant is permit_
ted to discharge up to 3.0
MGD cif treated domestic
and industrial wastewater
form an outfafl in White
Marsh Swamp, a class •C-
Swamp in the Lumber
River Basin. BOD,'ammo-
nia, dissolved oxygen,
total residual chlorine,
mercury, and zinc arewa_
ter quality ltrnitcd, This
discharge may affect fu-
turewater quality based
effluent limits for addi-
tional portonhof the water
shed.

MAIL TO:
AFFIDAVIT OF PUBLICATI ; t s
NORTH CAROLINA,
Cumberland County.
Public Notice
STATE OF
NORTH CAROUNA
ENVIRONMENTAL
COMMISSION/NPDES 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 application
of NC General Statute
143.21, Public law 92-500
and other lawful standards
and regulations, the North
Carolina Environmental Man-
agement Commission pro-
poses to issue a National Pol-
utant Discharge Elimination
System (NPDES) wastewater
discharge permit to the
person(s) listed below effec-
tive 45 days from, the pub-
lish date of this notice.
Written comments regarding
the proposed permit will be
accepted until 30 days after
the publish date of this no-
tice. All comments received
prior to that date are consid-
ered in the final determina-
tions regarding the pro-
posed permit. The Director
of the NC Division of Water
Quality may decide to hold a
public meeting for the pro-)
posed permit should the Divi-
sion receive a significant de-:
gree of public interest.
Copies of the draft permit
and other supporting infor-
mation on file used to deter-
mine conditions present in
and at ttthe draft permit are available lication The Fayetteville Observer was a newspaper meeting all the requirements and
upon request and payment •
qualiflcati of the costs of reproduction. ;No. 1-597 G.S. of N. C.
Mail comments and/or re-,
The abt nests for Information [o the from the books and files of the aforesaid corporation and publication.
NC Division of Water 0uali� �
at the above address or can (
Ms. Carolyn Bryant at (9191 t
733-5083, extension 520.'
Please include the NPDES
permit number (attached) in
any communication. interest-
ed parsons may also visit (I .}_Gty;_ ECREY
the Division of Water Quality
at 512 N. Salisbury Street,
Raleigh NC 27604-1148 be
tween the hours of 8:00 a.m. Title 4 T} j
and 5:00 p.m. to review infor-
mation on file.
•The Town of Bladenboro
(P.O. Box 455, Bladenboro,.
NC 28320) has applied for re •
-
newel of NPDES permit
NC0026352 for its
Bladenboro WWTP in Bladein
County. This permitted facili- •In Testimony Whereof, I have hereunto set my hand and affixed my official seal,
ty discharges treated domes- .
tic wastewater to Bryant • the day and year aforesaid.
Swamp in the Lumber River r✓
Basin. Currently, B00, am-
monia, dissolved oxygen,
and total residual chlorine
are water quality limited.
This discharge may affect fu-
ture allocations in this por
tion of the watershed.
•The Town of Chadbourne
(208 East 1st Avenue,
hadbourne, NC 28431) has _
applied for renewal of-{ L'E'.: i,. ll3c i 20O.
NPDES permit NC0021865 `
My commis' for its Chadbourne WWTP in day of
Columbus County..This per-
mitted facility discharges
treated domestic wastewa-
ter tb es Swamp in
Lumber
River Basin. Current• I J
ly, 800, ammonia, total re-
sidual chlorine, dissolved
oxygen, and nickel are water
quality limited. This dis-
charge may affect future allo-
hdCD cations in this portion of the
watershed.
BUD •The City of Whiteville (PO ESTER ALLra'l
Box 607, Whiteville, NC 2
1 ,L 28472] has applied for re- ICE E C ENTF_R
newel of NPDES permit ,
R AL NC002192o for its White 7 „.•,„
Marsh WWTP in Columbus
County. The municipal
wastewater treatment plant
is permitted to discharge up
to 3.0 MGD of treated do-
mestic and industrial waste-
water from an outfall into
White Marsh Swamp a class
C • Swamp water in the Lum.
ber River Basin, BOD, ammo-
nia, dissolved oxygen, total
J'J N 2 1 2004
•
rl
Dlii-t 1.'r:, E ( LI2ALIlY
POW Si)u,l;;E LiRAHCH
Before the undersigned, a Notary ' e r r sal r ounty and •State; duly
commissioned and authorized to administer oaths, afmatbnns,.,eto.y.persoxt$lly
appeared. CINDY L. OR01 C0
who, being duly sworn or affirmed, according to law, doth depose and say that
he/she is 1.-Ea-i,L SECRET AR Y
of THE FAYETTEVILLE PUBLISHING COMPANY, a corporation organized
and doing business under the Laws of the State of North Carolina, and publishing
a newspaper known as the THE FAYETTEVILLE OBSERVER, in the City of
Fayetteville, County and State aforesaid, and that as such he/she makes this
affidavit; that he/she is familiar with the books, files and business of said
Corporation and by reference to the files of said publication the attached
advertisement of LEGAL_ 'iCT ICE
TOWNE OF 3LADENI3ORr CHAD
of NC DENR I
was inserted in the aforesaid newspaper in space, and on dates as follows:
Sworn or affirmed to, and subscribed before me, this day
2C'C1 4
-DUNE
of , A.D.,
7' r '._ -1,U Q- 4J
Notary Public

NCDENR / DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
City of Whiteville
NPDES No. NC0021920
ability Information
(1.) Facility Name:
Whitemarsh WWTP
(2.) Permitted Flow (MGD):
3.0
(6.) County:
Columbus
(3.) Facility Class:
IV
(7.) Regional Office:
Wilmington
(4.) Facility Status:
(New or existing)
Renewal
(8.) USGS Topo Quad:
J24SW
(Whiteville NC)
(5.) Permit Status:
(i.e., New, Mod, or
Renewal)
Renewal
r-
x iear C aracteristu+s.
(1.) Receiving Stream:
White Marsh Swamp
(2.) Subbasin:
030758
(8.) Drainage Area (m12):
201.00
(3.) Index No.:
15-4a
(9.) Summer 7010 (cfs)
4.7
(4.) Stream Classification:
C-Swamp
(10.) Winter 7010 (cfs):
9.1
(5.) 303(d) Listed:
YES
(11.) 30Q2 (cfs):
10
(6.) 305(b) Status:
(12.) Average Flow (cfs):
201.00
(7.) Use Support:
(13.) IWC (%):
50%
Conditions Incorporated into Renewal Permit
Proposed Condituons�
}: i 41arameters Affected _
Basis for Con ditiol (s-)
Add weekly limits for NH3 at three
times the monthly average
Effluent sheets
EPA requirement per October 2002
policy.
Require low-level monitoring & add
re -opener special condition for mass
limit for mercury based on TMDL.
Mercury
Division permitting strategy for
renewals in the Lumber River Basin
Annual Pollutant Scan
Special Condition
Standard condition on all major
municipal permits.
Change expiration date to
8/31/2009.
Expiration date
Based on permit basin schedule.
Proiect Notes
Overview
• Current permit was issued in 2003 when re -opened to add zinc limits.
• This is a permit renewal for a 3.0 MGD Major Municipal POTW, with 90% domestic and 10%
industrial.
• Facility discharges to swamp water (White Marsh Swamp), which is 303(d) listed due to a fish
advisory for mercury. A mercury TMDL is currently being developed to reduce mercury loadings
from point and nonpoint sources.

NPDES PERMIT FACT SHEET City of Whiteville
Page 2 NPDES No. NC0021920
• Facility began having compliance problems with toxicity in July 2000. The permit holder identified
an industrial user that was discharging very high levels of zinc into the plant, and worked to get
control of the problem. In August 2003, the permit was reopened and a zinc limit was added. Zinc
levels in the effluent have decreased significantly since 2003 and the city has passed all toxicity tests
since that time.
• Receiving swamp waters are low in dissolved oxygen (generally <3 mg/1) during summer months.
Permit Changes/Limits Review
• Weekly average ammonia limits based on a 3:1 ratio with the monthly average will be implemented
in this permit. This is a new statewide policy that resulted from EPA requirements. The resulting
weekly average limit will be 6.0 mg/L (summer) and 12.0 mg/l (winter).
• An annual pollutant scan will be added such that the Permittee can collect the necessary data
required by EPA Form 2A throughout the permit term. This condition is now standard on all major
municipal permits in North Carolina.
DMR Data (2002-2004)
• Facility had perfect compliance for chronic toxicity testing at last permit renewal (2000). However,
Chronic toxicity test results since then have been problematic. Of 31 tests performed between July
2000-January 2003, the facility failed 16. Since February of 2003, all 15 of the toxicity tests
performed have been passed.
• Except for toxicity testing and total loading for mercury, this facility has been in compliance with all
permit limits since 2002.
• Ranges in monthly average effluent concentrations over the past year included: flow (0.7-2.1 MGD);
BOD (0.1-2.8 mg/1); NH3 (<1.0-1.1 mg/1); TSS (1.5-8.1 mg/I); Fecal (1-5 org/100m1); O&G (1.4-6.9
mg/1); TN (0.9-31.0 mg/1); and TP (0.3-2.8 mg/1). Ranges in Daily Max effluent concentrations for
TRC ranged from <20 ug/1-26µg/l.
• Instream data shows that dissolved oxygen levels were lower downstream than upsteam by more than
10% in 7 of the last 12 months. Summer DO concentrations were generally <3 mg/1 in the swamp
waters. Downstream levels for fecal coliform and conductivity were often significantly higher than
upstream levels. Temperature levels did not vary significantly from the upstream to downstream
locations.
Waste Load Allocation
• The last WLA was conducted in 1994. The previous and current effluent limits were based on
guidelines and water quality standards.
Wilmington Region
• Region conducted a Pretreatment Compliance Inspection (PCI) in May 2003 and listed 4 Sills.
Overall, the City is doing an adequate job meeting pretreatment programs goals, but did receive an
NOD for discrepancies with the expiration date of one industrial user's permit.
• Region conducted a Compliance Inspection in April 2004 and noted that the plant was in good
condition.
Reasonable Potential Analysis (RPA)
• Analysis conducted based on pretreatment and DMR data (2000-2004). Included were parameters in
the current permit and pretreatment documents. Arsenic, cadmium, chromium, cyanide, lead, and
nickel are currently monitored in the LTMP and showed no reasonable potential to exceed water
quality standards. These will continue to be monitored in the LTMP.
• Copper and silver are currently monitored in the permit but are not limited. These parameters
showed reasonable potential to violate standards, but are Action Level parameters. Since these have
not been determined to be contributing to toxicity, monitoring only will be maintained in the permit.
• Zinc is currently monitored and limited in the permit. Zinc is an Action Level parameter and was
limited due to toxicity problems. Although toxicity has not been a problem for over a year, analysis
shows reasonable potential for zinc to be discharged in amounts high enough to cause toxicity.
Limits and monitoring will be maintained.
Page 2
Version: June 7, 2004

NPDES PERMIT FACT SHEET
Page 3
• Mercury is currently monitored and limited in the permit.
Limits and monitoring will remain unchanged.
Proposed Schedule for Permit Issuance
Draft Permit to Public Notice: 6/09/04
Permit Scheduled to Issue: 8/02/04
State Contact
City of Whiteville
NPDES No. NC0021920
Data shows reasonable potential exists.
If you have any questions on any of the above information or on the attached permit,
please contact Dawn Jeffries at [phone], extension 595.
Copies of the following are attached to provide further information on the permit development:
• Reasonable Potential Analysis (majors only)
• Draft Permit
NPDES Recommendation by:
Regional Office Comments
47-8'_G(
Date
Regional Recommendation by:
Signature
Date
Reviewed and accepted by:
Regional Supervisor:
Signature
Date
NPDES Unit Supervisor:
Signature
Date
Page 3
Version: June 7, 2004

Whitemarsh WWTP
NC0021920
Time Period
Qw (MGD)
7Q 10S (cfs)
7Q10W (cis)
3002 (cfs)
Avg. Stream Flow. QA (cfs)
0
3
4.7
9.1
10
201
REASONABLE POTENTIAL ANALYSIS
Rec'ving Stream White Marsh Swamp
WWTP Class IV
/WC (%) @ 7010S 49.733
@ 7010W 33.818
@ 3002 31.741
@ QA 2.2611
Stream Class C-SW
Outfall 001
Qw=3 MGD
TYPE
(1)
STANDARDS &
CRITERIA (2)
PQL
Units
REASONABLE POTENTIAL RESULTS
RECOMMENDED ACTION
PARAMETER
NC WQS/
Chronk
f4 FAv/
Acute
n
R Oct Maas Pred Cw Allowable Cw
Arsenic
NC
50
ug/L
14
14
2.5
Acute: WA
_ _ _ _ _ _
Chronic: 101 --
Data in LTMP only. No Reasonable Potential.
---- --------------------------- —
Cadmium
NC
2
15
ug/L
14
14
0.5
Acute: 15
_ _ _
Chronic: 4
Data in LTMP only. No Reasonable Potential.
Chromium
NC
S0
1,022
ug/L
14
14
2.5
Acute: 1,022
_ _ _ --1
Chronic _ _ _101 --
Data in LTMP only. No Reasonable Potential.
----.-----.—_—_—_—_—.—.—.-------
Copper
NC
7
AL
7.3
ug/L
48
9
104.9
Acute: 7
_ _ __ _ _ _ _
Chronic_ 14
Level Standard. No
Reasonable Potential exists. Action _ _ _
toxicity problems since Jan '03. Maintain monitoring require
'rent w/o limit.
Cyanide
NC
5
N
22
10
ug/L
15
15
5.0
Acute: 22
_ _ __
_ _ _ _ _ _
Chronic: 10
Data in LTMP__only. All less thandetect. _ _ _ _ _ _ _ _
(Division approved detection level is 10 ppb.)
No Reasonable Potential.
Lead
NC
25
N
33.8
ug/L
15
15
2.5
Acute: 34
--
Chronic:50
Data in LTMP only. No Reasonable Potential.
-------------------------------
Mercury
NC
0.012
0.0002
ug/L
31
22
0.0294
Acute: N/A
_ _Ch — _ — - — - _ - —
ronic: 0
Reasonable Potential exists to exceed water quality - — - —
standard oI 12 ng/IMaintain current timtts/monitoring.
Nickel
NC
88
261
ug/L
14
14
18.2
Acute: 261
_ _ _ _ _ _ _
Chronic 177 --
Data in LTMP only. No Reasonable Potential.
------- -------------------------
Silver '0.
NC
0.06
AL
1.23
ug/L
36
36
2.S
Acute: 1
_ __
_ _ _ _ _ _
Chronic: 0 —
Data in LTMP _only. Detection___level is above standard. _
Action Level Standard. No toxicity problems since Jan '03.
Maintain monitoring requirements w/o limit.
Zinc ,
NC
50
AL
67
a
ug/L
62
59
356.9
Acute: 67
_ _ _ _ _ _ _ _ _
Chronic: 101
Reasonable Potential exists. Maintain monitoring
requirement and limit. ------------------
• Legend:
C = Carcinogenic
NC = Non -carcinogenic
A = Aesthetic
Freshwater Discharge
npdes rpa 2004031.xis, rpa
6/7/2004

REASONABLE POTENTIAL ANALYSIS
Arsenic
Date
1 Feb-2004
2 Nov-2003
3 Aug-2003
4 Jun-2003
5 Mar-2003
6 Dec-2002
7 Aug-2002
8 Jun-2002
9 Feb-2002
10 Dec-2001
11 Aug-2001
12 Jun-2001
13 Feb-2001
14 Mar-2000
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
Data BDL=1/2DL Results
2.5 2.5 Std Dev. 0.0000
2.5 2.5 Mean 2.5000
2.5 2.5 C.V. 0.0000
2.5 2.5 n 14
2.5 2.5
2.5 2.5 Mult Factor = 1.0000
2.5 2.5 Max. Value 2.5 ug/L
2.5 2.5 Max. Pred Cw 2.5 ug/L
2.5 2.5
2.5 2.5
2.5 2.5
2.5 2.5
2.5 2.5
2.5 2.5
npdes rpa 2004031.xls, data
1 6/2/2004

REASONABLE POTENTIAL ANALYSIS
Cadmium
Chromium
Date
1 Feb-2004
2 Nov-2003
3 Aug-2003
4 Jun-2003
5 Mar-2003
6 Dec-2002
7 Aug-2002
8 Jun-2002
9 Feb-2002
10 Dec-2001
11 Aug-2001
12 Jun-2001
13 Feb-2001
14 Mar-2000
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
Data
BDL=1/2DL Results
0.5 0.5 Std Dev.
0.5 0.5 Mean
0.5 0.5 C.V.
0.5 0.5 n
0.5 0.5
0.5 0.5 Mult Factor =
0.5 0.5 Max. Value
0.5 0.5 Max. Pred Cw
0.5 0.5
0.5 0.5
0.5 0.5
0.5 0.5
0.5 0.5
0.5 0.5
0.0000
0.5000
0.0000
14
1.0000
0.5000 ug/L
0.5000 ug/L
Date
1 Feb-2004
2 Nov-2003
3 Aug-2003
4 Jun-2003
5 Mar-2003
6 Dec-2002
7 Aug-2002
8 Jun-2002
9 Feb-2002
10 Dec-2001
11 Aug-2001
12 Jun-2001
13 Feb-2001
14 Mar-2000
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
Data
BDL=1/20L Results
2.5 2.5 Std Dev.
2.5 2.5 Mean
2.5 2.5 C.V.
2.5 2.5 n
2.5 2.5
2.5 2.5 Mult Factor =
2.5 2.5 Max. Value
2.5 2.5 Max. Pred Cw
2.5 2.5
2.5 2.5
2.5 2.5
2.5 2.5
2.5 2.5
2.5 2.5
0.0000
2.5000
0.0000
14
1.0000
2.5 ug/L
2.5 ug/L
npdes rpa 2004031.xls, data
- 2 - 6/2/2004

REASONABLE POTENTIAL ANALYSIS
Copper
Cyanide
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25 Apr-2003
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
!"."• r\ : yr
Date Data
Apr-2002
;4,
•
BDL=1/2DL Results
10 5.0 Std Dev. 8.0943
10 5.0 Mean 7.8125
10 5.0 C.V. 1.0361
10 5.0 n 48
14 14.0
10 5.0 Mult Factor = 2 3300
10 5.0 Max. Value 45.0 ug/L
10 10.0 Max. Pred Cw 104.9 ug/L
10 5.0
10 5.0
10 10.0
10 5.0
10 5.0
10 5.0
15 15.0
10 5.0
10 5.0
10 5.0
10 5.0
11 11.0
10 5.0
10 5.0
10 5.0
10 5.0
10 5.0
10 5.0
10 5.0
10 5.0
10 5.0
10 5.0
10 5.0
10 5.0
10 5.0
10 5.0
10 5.0
10 5.0
10 5.0
10 5.0
45 45.0
10 5.0
10 5.0
11 11.0
10 5.0
39 39.0
10 5.0
10 5.0
10 5.0
25 25.0
Date
1 Feb-2004
2 Nov-2003
3 Aug-2003
4 Jun-2003
5 Mar-2003
6 Dec-2002
7 Aug-2002
8 Jun-2002
9 Feb-2002
10 Dec-2001
11 Aug-2001
12 Jun-2001
13 Mar-2001
14 Feb-2001
15 Mar-2000
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
Data BDL=1/2DL Results
2.5 5.0 Std Dev. 0.0000
6.0 5.0 Mean 5.0000
2.5 5.0 C.V. 0.0000
2.5 5.0 n 15
2.5 5.0
2.5 5.0 Mult Factor = 1.0000
2.5 5.0 Max. Value 5.0 ug/L
2.5 5.0 Max. Pred Cw 5.0 ug/L
7.0 5.0
2.5 5.0
2.5 5.0
2.5 5.0
2.5 5.0
2.5 5.0
2.5 5.0
npdes rpa 2004031.xis, data
- 3 - 6/2/2004

REASONABLE POTENTIAL ANALYSIS
Lead
Mercury
Date
1 Feb-2004
2 Mar-2003
3 Aug-2002
4 Jun-2002
5 Jun-2001
6 Mar-201
7 Feb-2001
8 Feb-2001
9 Apr-2000
10 Apr-2000
11 Apr-2000
12 Apr-2000
13 Mar-2000
14 Mar-2000
15 Mar-2000
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
Data
BDL=1/2DL Results
2.5 2.5 Std Dev. 0.0000
2.5 2.5 Mean 2.5000
2.5 2.5 C.V. 0.0000
2.5 2.5 n 15
2.5 2.5
2.5 2.5 Mult Factor = 1.0000
2.5 2.5 Max. Value 2.5 ug/L
2.5 2.5 Max. Pred Cw 2.5 uglL
2.5 2.5
2.5 2.5
2.5 2.5
2.5 2.5
2.5 2.5
2.5 2.5
2.5 2.5
Date Data BDL=1/2DL Results
1 Sep-2003 < 0.001 0.001 Std Dev. 0.0018
2 <' 0.001 0.001 Mean 0.0017
3 < 0.001 0.001 C.V. 1.0675
4 < 0.001 0.001 n 31
5 < 0.001 0.001
6 Oct-2003 < 0.001 0.001 Mult Factor = 2.9400
7 0.002 0.002 Max. Value 0.0 ug/L
8 0.001 0.001 Max. Pred Cw 0.0294 uglL
9 0.001 0.001
10 Nov-2003 0.002 0.002
11 < 0.001 0.001
12 0.001 0.001
13 <: 0.001 0.001
14 0ec-2003 0.002 0.002
15 0.002 0.002
16 0.001 0.001
17 0.003 0.003
18 0.001 0.001
19 Jan-2004 0.010- 0.010
20 0.002 0.002
21 0.002 0.002
22 0.001 0.001
23 Feb-2004 0.005- 0.005
24 0.002 0.002
25 0.002 0.002
26 0.001 0.001
27 Mar-2004 0.002 0.002
28 0.002 0.002
29 a' 0.002 0.002
30 =` 0.001 0.001
31 c 0.001 0.001
32
33
34
35
36
37 fr
38
39
40
41
42
43
44
&�A
45
46
47
48 <.x
49
50
51 ;T
52
53
54
55 h
56
57
58
59 r.
60
61q.
62
npdes rpa 2004031 xls, data
4 6/2/2004

REASONABLE POTENTIAL ANALYSIS
Nickel
Silver
Date
1 Feb-2004
2 Nov-2003
3 Aug-2003
4 Jun-2003
5 Mar-2003
6 Dec-2002
7 Aug-2002
8 Jun-2002
9 Feb-2002
10 Dec-2001
11 Aug-2001
12 Jun-2001
13 Feb-2001
14 Mar-2000
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
Data
BDL=1/2DL Results
5 5.0 Std Dev.
5 5.0 Mean
5 5.0 C.V.
5 5.0 n
5 5.0
5 5.0 Mult Factor =
5 5.0 Max. Value
5 5.0 Max. Pred Cw
5 5.0
5 5.0
5 5.0
5 5.0
5 5.0
11 11.0
1.6036
5.4286
0.2954
14
1.6500
11.0 ug/L
18.2 ug/L
Date Data BDL=1/2DL Results
1 May-2004 2.5 2.5 Std Dev. 0.0000
2 May-2004 2.5 2.5 Mean 2.5000
3 Apr-2004 2.5 2.5 C.V. 0.0000
4 Apr-2004 2.5 2.5 n 36
5 Mar-2004 2.5 2.5
6 Mar-2004 2.5 2.5 Mult Factor = 1.0000
7 Feb-2004 2.5 2.5 Max. Value 2.5 ug/L
8 Feb-2004 2.5 2.5 Max. Pred Cw 2.5 ug/L
9 Jan-2004 2.5 2.5
10 Jan-2004 2.5 2.5
11 Dec-2003 2.5 2.5
12 Dec-2003 2.5 2.5
13 Nov-2003 2.5 2.5
14 Nov-2003 2.5 2.5
15 Nov-2003 2.5 2.5
16 Oct-2003 2.5 2.5
17 Oct-2003 2.5 2.5
18 Sep-2003 2.5 2.5
19 Sep-2003 2.5 2.5
20 Aug-2003 2.5 2.5
21 Aug-2003 2.5 2.5
22 Aug-2003 2.5 2.5
23 Jul-2003 2.5 2.5
24 Jul-2003 2.5 2.5
25 Jun-2003 2.5 2.5
26 Jun-2003 2.5 2.5
27 May-2003 2.5 2.5
28 May-2003 2.5 2.5
29 Apr-2003 2.5 2.5
30 Apr-2003 2.5 2.5
31 Mar-2003 2.5 2.5
32 Mar-2003 2.5 2.5
33 Feb-2003 2.5 2.5
34 Feb-2003 2.5 2.5
35 Jan-2003 2.5 2.5
36 Jan-2003 2.5 2.5
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
npdes rpa 2004031.xis, data
- 5 - 6/2/2004

REASONABLE POTENTIAL ANALYSIS
Zinc
Date Data BDL=1/2DL Results
1 Mar-2004 s 49 49.0 Std Dev. 41.9782
' 2 59 59.0 Mean 65.8387
3 51 51.0 C.V. 0.6376
4 10 5.0 n 62
5 38 38.0
6 48 48.0 Mull Factor = 1.6600
7 37 37.0 Max. Value 215.0 ug/L
8 20 20.0 Max. Pred Cw 356.9 ug/L
9 49 49.0
10 48 48.0
11 70 70.0
12 63 63.0
13 109 109.0
14 Dec-2003 58 58.0
15 80 80.0
16 106 106.0
17 80 80.0
18 = 60 60.0
19 16 16.0
20 40 40.0
21 42 42.0
22 27 27.0
23 43 43.0
24 46 46.0
25 39 39.0
26 34 34.0
27 70 70.0
28 28 28.0
29 24 24.0
30 xs 10 5.0
31 21 21.0
32 36 36.0
33 "r` 10 5.0
34 28 28.0
35 51 51.0
36 49 49.0
37 55 55.0
38 53 53.0
39 46 46.0
40 43 43.0
41 65 65.0
42 71 71.0
43 55 55.0
44 68 68.0
45 72 72.0
46 62 62.0
47 88 88.0
48 68 68.0
49 90 90.0
50 100 100.0
51 67 67.0
52 215 215.0
53 71 71.0
54 81 81.0
55 127 127.0
56 91 91.0
57 118 118.0
58 98 98.0
59 146 146.0
60 159 159.0
61 155 155.0
62 .. 184 184.0
-6-
npdes rpa 2004031.xts, data
6/2/2004

NPDES/Non-Discharge Permitting Unit Pretreatment Information Request Form
NPDES OR NONDISCHARGE PERMITTING UNIT COMPLETES THIS PART:
Date of Request 5/13/2004
Facility
Whiteviile WWTP
Permit #
NC0021920
Region
WIRO
Requestor
Dawn Jeffries
Pretreatment A-F Towns- Dana Folley (ext. 523)
Contact G-M Towns- Jon Risgaard (ext. 580)
N-Z Towns- Deborah Gore (ext. 593)
COMMENTS TO PRETREATMENT UNIT:
PRETREATMENT UNIT COMPLETES THIS PART:
Status of Pretreatment Program (circle all that apply)
1) the facility has no SIU's and does have a Division approved Pretreatment Program that is INACTIVE
2) the facility has no SIU's and does not have a Division approved Pretreatment Program
3) the fac' ' hasdor is develo ing) a Pretreatment Program
3a) is Full Program with LIMP or 3b) is Modified Program with STMP
4) the facility MUST develop a Pretreatment Program - Full Modified
5) additional conditions regarding Pretreatment attached or listed below
Row Permitted MGD Actual MGD
Industrial \ q-vv --'
STMP time frame:
most recent
o . o ,p 5 ,
next cycle
Domestic i. 4b1 S
L
(S}
T
MP
Pollutant
Check List
POC due to
NPDES/Non-
Discharge
Permit Limit
Required
by EPA*
Required by
503 Sludge"
POC due to SIU"""
'
Site specific POC (Provide Explanation)""
STMP
Frequency
effluent
V
at
LTMP
Frequency at
effluent
BOD
✓
4 -.
Q M
TSS
✓
. _ 4-)
Q
M
NH3
V
: 4'
Q
M
Arsenic
V
4
Q
M
4
Cadmium
4
.%/
4
Q
M
4
Chromium
4
V
4
Q
M
-I
Copper
✓
4
✓
4
Q
M
Cyanide
4
Q
M
IM
4
Lead
4
4
Q
Mercury
✓'
,/'
4
Q
M
Molybdenum
V/
4
Q
M
4
Nickel
I
f
4
Q
M
Silver
%,
4
Q
M
Selenium
✓
4
Q
M
4Zinc
✓'
4
f
4
QM
-11.
AP
,,-
4
QM
4
M
4
Q M
4
Q M
4
Q M
4
Q M
*Always in the LTMP •all
"Only in the LTMP if the POTW land applies sludge
"' Only in LTMP while the SIU is connected to the POTW
"" Only in LTMP when the pollutant is a specific concern to the POTW (ex -Chlorides for a POTW who accepts Textile waste)
LTMP/STMP effluent data
on DMRs?
Yes
Q= Quarterly
M=Monthty
No (attach data)
Comments: LT.r P a AD.. ~
, \g C\ c — '"- ) Zp v Z
available in spreadsheet?
) ..�
Yes No
�,.� .r4. e Su c
zoo-_ � )
— d�,(s i'-
version 10/8/03
& _ J 041.06.AA 1i1GZ..tfQ Z05 3 £ L. -
-Di iQ%JJiC
NPDES_PIRF. Whiteviile
Revised: August 4, 2000

City of Whiteville Long Term Monitoring
POTW Name: Whiteville
NPDES # : NC0021920
SAMPLE SITE: Effluent
Flow
BOD
TSS
NH3
Arsenic
Cadmium
Chromium
Copper
Nickel
Mercury
Cyanide
Lead
Silver
Zinc
0 & G
Date
MGD
2.00 ppm
1.00 ppm
1.0 ppm
0.005 ppm
0.001 ppm
0.005 ppm
0.010 ppm
0.010 ppm
0.0002 ppm
0.005 ppm
0.005 ppm
0.005 ppm
0.010 ppm
1.0 ppm
5Jan-99
2.02
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
12-Jan-99
1.54
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
19-Jan-99
2.09
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
26-Jan-99
3.62
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001 ,
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
2-Feb-99
2.32
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
9-Feb-99 '
1.98
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0007
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
16-f eb-99
1.68
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
23-Feb-99
1.75
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
15-Feb-99
1.63
2.6
1.4
0.5
0.0025
0.0005
0.0025
0.005
0.005
0.0001
07025
0.0025
0.0025
0.020
2.7
2-Mar-99
1.52
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
9-Mar-99
1.37
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
16-Mar-99
1.72
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
23-Mar-99
1.87
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
30-Mar-99
1.86
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
6-Apr-99
1.74
xxxxx
xxxxx '
xxxxx
xxxxx
xxxxx
xxxxx
' xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
13-Apr-99
1.48
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
20-Apr-99
1.26
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
27-Apr-9-9
1.20
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
r
0.0001
xxxxx
'
xxxxx
xxxxx
xxxxx
xxxxx
4-May-99
3.47
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
T1- ay-
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
18-May-99
2.24
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
25-May-98
1.65
xxxxx
xxxxx
: xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
1-Jun-99
1.27
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
8-Jun-99
1.17
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
15-Jun-99
1.09
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
22-Jun-99
1.57
1
1.2
0.5
0.0025
0.0005
0.0025
0.005
0.005
0.0001
0.0025
xxxxx
0.0025
0.021
3.9
29-Jun-99
1.23
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
' xxxxx
xxxxx
0.0061
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
6-Jul-99
1.05
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
13-Jul-99
1.13
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
20-Jul-99
1.09
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
27-Jul-99
1.13
-xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
'
0.0001
xxxxx
'
xxxxx
-
xxxxx
xxxxx
xxxxx
3-Aug-99
1.06
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
10-Aug-99
0,97
xxxxx
xxxxx
xxxxx
xxxxx
' xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
17-Aug-99
1.10
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
24-Aug-99
1.03
5.9
17.4
0.5
0.0025
0.0005
0.0025
0.015
0.005
0.0001
0.0025
0.0025
0.0025
BDL
5.9
31-Aug-99
1.69
xxxxx
_
xxxxx
xxxxx
, xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
- xxxxx
xxxxx
7-Sep-99
1.26
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
_ xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
LTM Data
LTM-('98-02)
Effluent

City of Whiteville Long Term Monitoring
Flow
BOD
TSS
NH3
Arsenic
Cadmium
Chromium
Copper
Nickel
Mercury
Cyanide
Lead I
Silver
Zinc
0 & G
Date
MGD
2.00 ppm
1.00 ppm
1.0 ppm
0.005 ppm
0.001 ppm
0.005 ppm
0.010 ppm
0.010 ppm
0.0002 ppm
0.005 ppm
0.005 ppm
0.005 ppm
0.010 ppm
1.0 ppm
14-Sep-99
1.05
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
21-Sep-99
3.99
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
928/99
3.04
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
5-Oct-99
1.53
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
12-Oct-99
2.25
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
19-Oct-99
3.99
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
28-0 ct-99
1.92
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
2-Nov-99
1.48
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
15-Nov-99
1.06
1
0.05
0.5
0.0025
0.0005
0,0025
0.012
0.034
0.0001
0.007
0.0025
0.0025
0.030
BDL
9-Nov-99
1.30
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
16-Nov-99
1.30
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
23-Nov-99
1.12
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
30-Nov-99
1.06
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
7-Dec-99
1.03
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
14-Dec-99
0.91
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
21-Dec-99
1.47
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
28-Dec-99
1.13
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
Average
1.66
2.62
5.01
0.50
0.00
0.00
0.00
0.01
0.01
0.00
0.00
0.00
0.00
0.02
4.17
4-Jan-00
1.08
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
11-Jan-00
1.48
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
18-Jan-00
1.03
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
25-Jan-00
3.30
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0005
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
1-Feb-00
2.95
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
8-Feb-00
1.75
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
15-Feb-00
1.35
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
22-Feb-00
1.49
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
29-Feb-00
1.30
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
7-Mar-00
1.20
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
' xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
-
xxxxx
xxxxx
xxxxx
14-Mar-00
1.28
1
0.05
0.5
0,0025
0.0005
0.0025
0.005
0.011
0.0001
0.0025
0.0025
0.0025
0.056
BDL
21-Mar-00
3.08
xxxxx
xxxxx
xxxxx
' xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
0.0025
xxxxx
xxxxx
1.2
28-Mar-00
2.05
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
0.0025
xxxxx
xxxxx
1.4
4-Apr-00
1.57
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
0.0025
xxxxx
xxxxx
3.1
11-Apr-00
1.36
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
XXXXX
0.0025
xxxxx
XXXXx
2.9
18-Apr-00
1.45
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
0.0025
xxxxx
xxxxx
1.7
25-Apr-00
1.24
xxxxx
xxxxx
' xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
0.0025
xxxxx
xxxxx
2.0
LTM Data
LTM-C98-02)
Effluent

City of Whiteville Long Term Monitoring
Date
29-Dec-00
Average
Flow
MGD
1.37
1.35
2-Jan-01
9-Jan-01
16-Jan-01
23-Jan-01
30-Jan-01
6-Feb-01
12-Feb-01
13-Feb-01
20-Feb-01
27-Feb-01
6-Mar-01
13-Mar-01
27-Mar-01
3-Apr-01
10-Apr-01
17-Apr-01
24-Apr-01
1-May-01
8-May-01
15-May-01
22-May-01
29-May-01
5-Jun-01
12-Jun-01
19-Jun-01
6/10-11/01
26-Jun-01
3-Jul-01
10-Jul-01
17-Jul-01
24-Jul-01
31-Jul-01
7-Aug-01
0.97
1.08
1.15
1.03
1.03
1.46
1.06
1.83
1.34
1.28
1.95
1.43
1.77
1.77
1.53
1.20
0.97
1.00
0.91
0.91
0.90
0.91
1.37
1.18
1.34
1.15
1.06
0.89
0.88
0.97
1.23
1.16
0.89
BOD
TSS
NH3 1 Arsenic 1 Cadmium) Chromium) Copper 1 Nickel 1 Mercury 1 Cyanide 1 Lead
Silver
Zinc O & G
2.00 ppm
1.00 ppm
1.0 ppm
0.005 ppm
0.001 ppm
0.005 ppm
0.010 ppm
0.010 ppm
0.0002 ppm
0.005 ppm
0.005 ppm
0.005 ppm
0.010 ppm
1.0 ppm
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.53
1.3
2.7750
8.8625
0.5000
0.0025
0,0005
0.0025
0.0058
0.0072
0.0001
0.0025
0.0025
0.0025
1.5498
3.2179
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.017
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
4.23
3.3
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
1.94
3.2
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.89
2.8
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.27
3.3
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
12.0
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0
xxxxx
0.0001
xxxxx
0.0025
0.0025
0.50
2.5
3.4
8.6
0.5
0.0025
0.0005
0.0025
0.012 +
0.005
0.0001
0.0025
0.0025
0.0025
0.44
2.1
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
3.4
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
0.025
0.35
2.7
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
-
xxxxx
xxxxx
0.32
2.4
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.50
15.0
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
0.0025
0.0025
0.0025
0.50
5.5
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.31
2.4
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.01
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.18
3.0
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
6.0
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.20
4.8
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.22
5.7
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.013
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.34
6.0
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.39
5.7
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.19
24.0
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.23
4.2
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.17
9.1
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
i
xxxxx
xxxxx
0.0025
0.13
3.2
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.096
11.0
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.14
6.9
2.2
0.6
0.5
0.0025
0.0005
0.0025
0.005
0.005
0.0001
0.0025
0.0025
0.0025
0.12
9.6
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.10
3.7
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.12
3.0
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.11
2.7
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
' 0.005
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.12
2.2
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.11
3.7
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.08
2.8
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.10
2.5
LTM Data
LTM-('98-02)
Effluent

City of Whiteville Long Term Monitoring
Date
Flow
MGD
1.25
1.25
0.96
1.03
0.91
1.07
0.92
0.88
0.78
0.74
0.78
0.72
0.67
0.67
0.65
0.70
0.87
0.68
0.74
1.04
0.90
0.77
1.07
14-Aug-01
21-Aug-01
8/26-27/01
28-Aug-01
4-Sep-01
11-Sep-01
18-Sep-01
25-Sep-01
2-Oct-01
9-Oct-01
16-Oct-01
23-Oct-01
30-Oct-01
6-Nov-01
13-Nov-01
20-Nov-01
2 7-Nov-01
3-Dec-01
4-Dec-01
11-Dec-01
18-Dec-01
28-Dec-01
Average
4-Jan-02
1.21
1.14
1.31
1.03
1.02
0.92
1.29
1.30
1.07
1.15
2.00
1.30
8-Jan-02
15-Jan-02
22-Jan-02
29-Jan-02
5-Feb-02
12-Feb-02
2/10-11/02
19-Feb-02
26-Feb-02
5-Mar-02
12-Mar-02
TSS
ml Chromium) Copper 1 Nickel 1 Mercury 1 Cyanide I Lead
Silver
Zinc 1 O & G
2.00 ppm
1.00 ppm
1.0 ppm
0.005 ppm
0.001 ppm
0.005 ppm
0.010 ppm
0.010 ppm
0.0002 ppm
0.005 ppm
0.005 ppm
0.005 ppm
o.o10 ppm
1.0 ppm
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.10
5.3
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.016
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.08
6.6
1.0
8.0
0.5
0.0025
0.0005
0.0025
0.005
0.005
0.0001
0.0025
xxxxx
0.0025
0.08
5.6
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.12
6.7
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.015
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.13
5.6
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.13
5.6
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.017
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.14
4.1
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.13
3.6
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.11
5.9
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.11
7.3
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.15
5.4
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.11
3.3
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.15
4.2
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.016
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.15
3.7
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.15
1.9
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.013
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.14
2.4
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.10
4.7
3.7
0.6
0.5
0.0025
0.0005
0.0025
0.01
0.005
xxxxx
0.0025
xxxxx
0.0025
0.12
2.7
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.15
3.3
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.14
2.7
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.14
2.1
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.11
1.3
2.5750
3.2000
0.5000
0.0025
0.0005
0.0025
0.0086
0.0050
0.0001
0.0025
0.0025
0.0034
0.3104
4.9891
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.018
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.12
2.7
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.10
2.3
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.013
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.38
2.2
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.35
2.2
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.30
2.4
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.25
2.1
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.21
1.8
1.0
0.8
0.5
0.0025
0.0005
0.0025
0.017
0.005
0.0001
0.007
xxxxx
0.0025
BDL
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
' xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.20
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
1 xxxxx
xxxxx
xxxxx
0.19
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.010
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.18
1.9
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.15
4.2
LTM Data
LTM-('98-02)
Effluent

City of Whiteville Long Term Monitoring
Date
19-Mar-02
26-Mar-02
Flow
MGD
1.38
1.28
1.3
1.12
1.11
1.05
0.99
0.97
0.98
0.90
0.78
0.76
0.63
0.70
0.63
0.87
0.78
0.78
1.00
0.91
0.79
0.87
0.63
0.79
1.82
0.91
1.06
0.88
1.07
1.00
0.83
0.76
0.82
0.87
0.91
0.87
0.95
1.18
2-Apr-02
9-Apr-02
16-Apr-02
23-Apr-02
30-Apr-02
7-May-02
14-May-02
21-May-02
28-May-02
4-Jun-02
10-Jun-02
11-Jun-02
18-Jun-02
25-Jun-02
2-JuI-02
9-J u I-02
16-Jul-02
23-JuI-02
30-JuI-02
6-Aug-02
8/11-12/02
13-Aug-02
20-Aug-02
27-Aug-02
3-Sep-02
10-Sep-02
17-Sep-02
24-Sep-02
1-Oct-02
8-Oct-02
15-Oct-02
22-Oct-02
29-Oct-02
5-Nov-02
12-Nov-02
19-Nov-02
8
TSS
NH3 1 Arsenic I Cadmium) Chromium I Copper 1 Nickel 1 Mercury 1 Cyanide l Lead
Silver
Zinc
O&G
2.00 ppm
1.00 ppm
1.0 ppm
0.005 ppm,
0.001 ppm
0.005 ppm
0.010 ppm
0.010 ppm
0.0002 ppm
0.005 ppm
0.005 ppm
0.005 ppm
0.010 ppm
1.0 ppm
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.019
xxxxx
0.0001
xxxxx
xxxxx
0.007
1.40
3.0
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
'
xxxxx
xxxxx
0.46
4.1
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.60
3.0
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
3.82
3.8
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
0.0025
1.1
1.1
' xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.60
2.7
'
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.12
2.8
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.84
2.4
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.54
3.5
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.36
2.0
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.37
4.9
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.33
2.4
1.0
3.0
0.5
0.0025
0.0005
0.0025
0.005
0.005
0.0001
0.0025
0.0025
0.0025
0.39
1.7
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.30
1.4
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.26
1.1
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.23
1.7
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.26
2.0
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.17
2.6
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.15
1.7
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.15
'
2.6
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.12
2.7
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.12
3.1
1.0
4.0
0.5
0.0025
0.0005
0.0025
0.014
0.005
0.0001
0.0025
0.0025
0.0025
0.11
3.3
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.092
1.6
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
1.2
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.010
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.095
1.8
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.11
1.0
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.12
2.2
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.098
1.0
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.084
3.1
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
2.72
2.5
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
_ xxxxx
0.0001
xxxxx
xxxxx
0.0025
8.66
11.0
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
3.07
1.4
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
1.58
2.0
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.015
xxxxx
0.0001
xxxxx
xxxxx
0.0025
9.12
2.0
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
' xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.97
1.5
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
0.0025
2.17
1.7
LTM Data
LTM-('98-02)
Effluent

City of Whiteville Long Term Monitoring
Flow
BOD
TSS
NH3
Arsenic
Cadmium
Chromium
Copper
Nickel
Mercury
Cyanide
Lead
Silver
Zinc
0 & G
Date
MGD
2.00 ppm
1.00 ppm
1.0 ppm
0.005 ppm
0.001 ppm
0.005 ppm
0.010 ppm
0.010 ppm
0.0002 ppm
0.005 ppm
0.005 ppm
0.005 ppm
0.010 ppm
1.0 ppm
26-Nov-02
1.06
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.81
2.5
3-Dec-02
0.94
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.52
2.4
10-Dec-02
0.89
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.39
2.0
16-Dec-02
1.13
1.0
1.0
0.5
0.0025
0.0005
0.0025
0.005
0.005
xxxxx
0.0025
xxxxx
0.0025
0.36
3.0
17-Dec-02
1.20
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
0.0025
0.29
2.6
23-Dec-02
1.15
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.26
2.4
31-Dec-02
1.09
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
0.17
14.0
Average
1.02
1.0000
2.2000
0.5000
0.0025
0.0005
0.0025
0.0073 '
0.0050
' 0.0001
0.0036
0.0025
0.0027
0.8830
2.7231
Max.
3.99
5.86
17.40
0.50
0.0025
0.0005
0.0025
0.019
0.0340
0.0007
0.0070
0.0025
0.025
9.120
24.00
Min
0.63
1.00
0.05
0.50
0.0025
0.0005
0.0025
0.005
0.0050
0.0001
0.0025
0.0025
0.0025
0.020
1.00
Loading lbs.lday
8
19
4
0.021
0.004
0.021
0.062
0.042
0.001
0.031
0.021
0.023
7.50
23.116
LTM Data
LTM-('98-02)
Effluent

POTW Name:
NPDES #:
Sample Site:
Whiteville
NC0021920
Effluent
City of Whiteville Long Term Monitoring
Date
Flow
Arsenic
Cadmium
Chromium
Copper
Nickel
Mercury
Cyanide
Lead
Silver
Zinc
NH3-N
BOD
TSS
MGD
0.005 ppm
0.001 ppm
0.005 ppm
0.010
0.005 ppm
0.0002 ppm
0.005 ppm
0.005 ppm
0.005 ppm
0.010 ppm
0.5 ppm
1.0 PPM
1.0 PPM
2.47
2.65
0.003
0.001
0.003
0.012
0.010
0.0001
LA
0.003
0.003
0.003
NT
;: 1
0.003
0.027
0.5
4.0
3.7
1.9
3.0
Feb '98 Av•.
Feb-98
March '98 Av• .
2.25
0.003
0.001
0.003
0.014
0.003
0,0001
0.0001
.,.;,
"�` �a
0.003
0.003
0.003
0.003
NT
0.5
3.0
3.7
1.7
2.4
May-98
1.69
Total
9.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.0
10.4
9.0
# Values
4
2
2
2
2
2
3
3
3
2
1
2
3
4
Average
2.27
0.003
0.001
0.003
0.013
0.007
0.000
0.003
0.003
0.003
0.03
0.50
3.47
2.25
Max
2.65
0.003
0.001
0.003
0.014
0.010
0.0001
0.003
0.003
0.003
0.03
0.5
4
3
Min
1.69
0.003
0.001
0.003
0.012
0.003
0.0001
0.003
0.003
0.003
0.03
0.5
3
2
Loading Ibs/day
0.047
0.009
0.047
0.246
0.123
0.002
0.047
0.047
0.047
0.510
9.445
65.49
42.550
BDL REPORTED AS 1/2 DECTION LEVEL
NOT TESTED
LTM Data
FM
Page # 1

City of Whiteville Long Term Monitoring
POTW Name: Whiteville
NPDES 4 : NC0021920
SAMPLE SITE: Effluent
Flow 1 BOO
Date
MGD
7-Jan-03
14-Jan-03
21-Jan-03
28-Jan-03
4-Feb-03
11-Feb-03
18-Feb-03
25-Feb-03
3-Mar-03
4-Mar-03
11-Mar-03
18-Mar-03
25-Mar-03
1-Apr-03
8-Apr-03
15-Apr-03
22-Apr-03
29-Apr-03
6-May-03
13-May-03
20-May-03
27-May-03
1.31
1.11
1.02
1.06
1.06
1.66
1.94
1.55
1.88
1.88
1.76
1.99
1.95
1.74
1.79
2.14
1.53
1.50
1.94
1.34
1.29
1.66
3-Jun-03
1.31
10-Jun-03
1.63
16-Jun-03
17-Jun-03
24-Jun-03
1-Jul-03
8-Jul-03
15-Jul-03
22-Jul-03
29-Jul-03
5-Aug-03
12-Aug-03
19-Aug-03
25-Aug-03
26-Aug-03
2-Sep-03
9-Sep-03
1.16
1.23
1.22
1.03
1.22
2.01
1.55
1.55
1.85
2.07
1.74
1.36
1.43
1.11
1.12
16-Sep-03
1.04
23-Sep-03
30-Sep-03
7-Oct-03
14-Oct-03
21-Oct-03
1.54
1.29
1.10
1.28
1.10
rss
NH3
Amalie
Cadmium
Chromium
Copp., 1 Nick l
Mercury
Molybdenum 1 Cyanide Lead 1 Selenium 1 Sher
oaa
Det.Leve
Det.Level
Det.Level
Det.Level
Det.Level
Det.Level
Det.Level
Det.Level
Det.Level
Del. Level
Det.Level
Del.Level
De1.Level
Det.Level
Det.Leve
Det.Level
2.00 ppm
1.00 ppm
1.0 ppm
0.005 ppm
0.001 ppm
0.005 ppm
0.010 ppm
0.010 ppm
0.000001 ppm
0.01 ppm
0.005 ppm
0.005 ppm
0.01 ppm
0.005 ppm
o.010 ppm
1.0 ppm
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
0.0025
0.15
1.7
xxxxx
XXXX)
xxxxx
xxxxx
xxxxr
XXXX)
xxxxx
XXXX)
0.0001
xxxxx
xxxxx
xxxx>
xxxxx
xxxxx
0.16
1.7
xxxxr
xxxx>
xxxx>
xxxx>
xxxx>
xxxxr
0.011
xxxx>
0.0001
xxxxx
xxxxx
xxxx>
xxxxx
0.0025
0.16
2.4
xxxx>
xxxx>
xxxxr
XXXX).
XXXX)
XXXX)
xxxxx
XXXX)
0.0001
XXXX)
xxxxx
xxxx>
xxxxr
xxxxr
0.18
1.2
xxxxx
xxxx)
xxxx>
xxxxr
xxxx>
xxxxr
0.005
xxxx>
0.0001
xxxx>
xxxx%
xxxx>
xxxx>
0.0025
0.13
1.0
xxxxx
xxxxr
xxxxr
xxxxr
xxxx>
xxxxr
xxxxr
xxxxx
0.0001
xxxx%
xxxx%
xxxxr
xxxxx
xxxxr
0.09
2.4
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
XXXX)
0.005
xxxxx
0.0001
xxxxx
xxxxx
xxxx>
xxxxx
0.0025
0.12
0.5
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxx>
xxxxx
xxxxx
0.10
2.1
1.0
2.8
0,5
0.0025
0.005
/0.0025
0.005
' 0.005
0.0001
xxxxx
0.0025
0.0025
xxxxx
0.0025
0.08
2.1
xxxxx
xxxxx
xxxxx
xxxx%
-xxer'
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.07
1.9
xxxxx
XXXX)
XXXX
xxxxx
XXXX)
xxxxx
xxxxx
XXXX)
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.22
2.0
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxr
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
0.0025
0.07
2.1
xxxxx
xxxxx
xxxxx
xxxxx
xxxx>
xxxxx
xxxx%
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.08
1.3
xxxxx
xxxxx
xxxxx
xxxxx
xxxxr
xxxxx
0.005
xxxxr
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
0.0025
0.09
0.5
xxxxx
xxxxx
xxxxx
xxxxx
xxxx>
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.07
5.5
xxxxx
xxxxx
xxxxx
XXXX)
xXXXr
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxx>
xxxxx
xxxxx
0.0025
0.09
2.1
xxxxx
xxxxx
xxxxx
xxxxx
xxxx>
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
1.9
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxr
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.10
1.8
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
0.0025
0.07
1.9
xxxxx
xxxxx
xxxxx
xxxxx
xxxx>
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
0.0025
0,07
2.4
xxxxx
xxxxx
xxxxx
xxxxx
xxxx>
xxxxx
XXxxx
xxxx>
0.0001
XXXX)
xxxxx
xxxxx
XXXxr
xxxxx
0.06
2.3
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
1.9
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.04
2.4
XXXX)
xxxxx
xxxxx
xxxxx
xxxx>
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.07
1.8
1.0
4.8
1.4
0.0025
0.0005
0.0025
0.005
0.005
xxxxx
xxxxx
0.0025
xxxxx
xxxxx
0.0025
0.075
2.8
xxxxx
xxxxx
xxxxx
xxxxx
xxxxr
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
0.0025
0.07
2.2
xxxxx
xxxxx
xxxxx
xxxxx
xxxxr
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.06
4.6
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.05
3.3
XXXX)
xxxxx
xxxxx
XXXX)
xxxxx
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
0.0025
0.05
2.9
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.06
3.3
xxxxx
xxxxx
xxxxx
xxxxx
xxxxr
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
0.0025
0.05
1.9
XXXX)
xxxxx
xxxxx
xxxxx
xxxxr
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
' xxxxx
xxxxx
xxxxx
xxxxx
0.05
2.7
xxxxx
xxxxx
xxxxx
xxxxx
xxxx>
xxxxx
0.005
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
0.0025
0.04
2.8
xxxxx
XXXX)
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxr
xxxxx
0.005
2.6
xxxxx
xxxxx
xxxxx
xxxxx
xxxx>
xxxxx
0.005
xxxx>
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
0.0025
0.03
5.1
1.0
1.2
0.5
0.0025
0.0005
0.0025
' 0.005
0.005
0.0001
0.005
0.0025
xxxxx
0.005
0.0025
0.038
2.7
xxxxx
xxxx%
xxxxx
xxxxx
xxxx>
xxxxx
xxxxx
xxxxx
0.0001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.05
2.2
xxxxx
xxxxx
xxxxx
xxxxx
xxxxr
xxxxx
0.005
xxxxx
0.0000005
xxxxx
xxxxx
xxxxx
xxxx>
0.0025
0.07
1.3
xxxxx
xxxx%
xxxxx
xxxxx
xxxx>
xxxxx
xxxxx
' xxxxx
0.0000005
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.03
1.3
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0000005
xxxxx
xxxxx
xxxxx
xxxxx
0.0025
0.02
2.4
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0000005
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
2.6
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0000005
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.02
2.4
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0000005
xxxxx
xxxxx
xxxxx
xxxxx
0.0025
0.04
3.0
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0000023
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.05
5.2
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0000012
xxxxx
xxxxx
xxxxx
xxxxx
0.0025
0.04
2.8
LTM Data
Whiteville Effluent Data xis
Effluent

City of Whiteville Long Term Monitoring
Flow
BOO
TSS
NH3
Arsenic
Cadmium
Ghanian
Copper
Nickel
Mammy
Molybdenum
Cyanide
Lead
Seled=
Siref
Zinc
0 & 0
Date
MGD
Det.Leve
Det.Levey
Det.Level
Det.Level
Det.Level
Det.Level
Det.Level
Det.Level
Det.Level
Det.Level
Det.Level
Det.Level
Det.Level
Det.Level
Det.Leve
Det.Level
zoo ppm
1.00 ppm
1.0 ppm
0.005 ppm
0.001 ppm
0.005 ppm
0.010 ppm
0.010 ppm
o.000001 ppm
0.01 ppm
0.005 ppm
0.005 ppm
0.01 ppm
0.005 ppm_o.otopprr
1.0 ppm
28-Oct-03
1.06
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.03
7,1
30-Oct-03
2.62
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0000013
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
_
xxxxx
xxxxx
4-Nov-03
1.50
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.05
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0025
0.02
2.8
6-Nov-03
1.51
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0000018
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
12-Nov-03
1.54
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.04
2,1
13-Nov-03
1.50
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0000005
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
_ xxxxx
xxxxx
18-Nov-03
1.35
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.05
xxxxx
0.0000011
xxxxx
xxxxx
xxxxx
xxxxx
0.0025
0.04
3.2
24-Nov-03
1.27
1.0
2.6
0.5
0.0025
0.0005
0.0025
0.005
0.005
xxxxx
0.005
0.006
xxxxx
0.005
0.0025
0.03
2.3
25-Nov-03
1.34
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0000005
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.03
2.3
2-Dec-03
1.17
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.0000016
xxxxx
xxxxx
xxxxx
xxxxx
0.0025
0.06
xxxxx
9-Dec-03
1.46
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0000024
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.08
2.0
16-Dec-03
2.51
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.011
xxxxx
0.0000015
xxxxx
xxxxx
xxxxx
xxxxx
0.0025
0.11
3.6
23-Dec-03
1.57
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0000027
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
_ 0.08
3.7
30-Dec-03
1.42
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0000015
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
31-Dec-03
1.40
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx _
0.06
8.3
Average
1.50
1.00
2.85
0.73
0.0025
0.002
0.0025
0.009
0.005
0.000071
0.005
0.0034
0.0025
0.005
0.0025
0.07
2.48
Max.
2.62
1.00
4.80
1.40
0.00
0.01
0.00
0.05
0.01
0.00
0.01
0.01
0.00
0.01
0.00
0.22
8.30
Min
1.02
1.00
1.20
-
0.50
0.00
0.00
0.00
0.01
0.01
0.00
0.01
0.00
0.00
0.01
0.00
0.01
0.50
Loading Ibs./day
13
36
9
0.031
0.020
0.031
0.109
0.063
0.0009
0.063
0.042
0.031
0.0627
0.031
0.86
31.08
6-Jan-04
1.30
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.00001
xxxxx
xxxxx
xxxx>
xxxxx
0.0025
0.05
3.0
LTM Data
Whiteville Effluent Data.xls
Effluent

City of Whiteville Long Term Monitoring
Flow
SOD
TSS
NH9
Armin
Cadmium
Claomim
Copper
Nkkel
Merary
Molybdenum
Cyanide
Lead
Selenium
Saver
Zinc
0a0
Date
MGDpet.Leve
Det.Level
Det.Level
Det.Level
Det.Level
Det.Level
Det.Level
Det.Level
Det.Level
Det.Level
Det.Level
Det.Level
Det.Level
Det.Level
Det.Leve
Det.Level
zoo ppm
1.00 ppm
1.0 ppm
0.005 ppm
0.001 ppm
0.005 ppm
0.010 ppm
0.010 ppm
o.000001 ppm
0.01 ppm
0.005 ppm
0.005 ppm
0.01 ppm
0.005 ppm
o.ot o ppm
1.0 ppm
13-Jan-04
1.30
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.000003
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.07
3.7
20-Jan-04
1.18
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.039
xxxxx
0.000002
xxxxx
xxxxx
xxxxx
xxxxx
0.0025
0.06
19.0
28-Jan-04
1.14
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.000001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.11
2.0
3-Feb-04
1.41
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.000005
xxxxx
xxxxx
xxxxx
xxxxx
0.0025
0.05
0.5
10-Feb-04
1.47
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.000002
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.04
2.1
17-Feb-04
2.69
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
xxxxx
xxxxx
xxxx>
xxxxx
xxxxx
0.0025
0.02
3.0
19-Feb-04
2.72
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.000002
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
23-Feb-04
1.83
2.0
5.0
0.5
0.0025
0.0005
0.0025
0.005
0.005
xxxxx
0.005
0.0025
0.0025
0.005
0.0025
0.07
1.4
24-Feb-04
1.78
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.000001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.05
9.9
02-Mar-04
2.28
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.000001
xxxxx
xxxxx
xxxxx
xxxxx
0.0025
0.05
3.40
09-Mar-04
1.71
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxx>
xxxxx
xxxxx
xxxxx
0.06
1.8
10-Mar-04
1.66
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.000002
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
16-Mar-04
1.55
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.051
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0025
0.05
2.9
17-Mar-04
1.64
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.000002
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
23-Mar-04
1.37
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.000001
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
2.3
30-Mar-04
1.30
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0000005
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.04
2.9
06-Apr-04
1.17
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.033
xxxxx
0.0000005
xxxxx
xxxxx
xxxxx
xxxxx
0.0025
0.14
2.8
13-Apr-04
1.22
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.011
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.0025
0.11
3.0
15-Apr-04
1.35
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.000004
xxxxx
xxxx>
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
20-Apr-04
1.18
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.000003
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.12
2.8
27-Apr-04
1.15
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxxxxxxx
xxxxx
xxxxx
x
xxxxx
xxxxx
xxxxx
xxxxx
0.07
1.1
04-May-04
2.15 1
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.013
xxxxx
0.000002
xxxxx
xxxxx
xxxxx
xxxxx
0.0025
0.06
1.6
11-May-04
1.16
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.005
xxxxx
0.000002
xxxxx
xxxxx
xxxxx
xxxxx
0.0025
0.03
2.3
18-May-04
1.09
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
xxxxx
0.04
2.4
Average
1.55
2.00
5.00
0.50
0.0025
0.0005
0.0025
0.016
0.005
0.000002
0.005
0.0025
0.00
0.005
0.0025
0.062
3.5
Max.
2.72
2.00
5.00
0.50
0.0025
0.0005
0.0025
0.051
0.005
0.000010
0.005
0.0025
0.00
0.005
0.0025
0.14
19.0
Min
1.09
2.00
5.00
0.50
0.0025
0.0005
0.0025
0.005
0.005
0.000001
0.005
0.0025
0.00
0.005
0.0025
0.005
0.5
Loading Ibs./day
26
65
6
0.032
0.006
0.032
0.208
0.065
0.000032
0.065
0.0324
0.032
0.0647
0.0324
0.798
45.55
.................
..............
.................
...................
.................
LTM Data
Whlleville Effluent Data.xls
Effluent

Water Quality Section/Point Source Branch
NPDES Unit
September 4, 2003
MEMORANDUM
To: NPDES Unit Staff
From: Toya Fields
Subject: Summary of 7/24/03 Lumber River Basin Meeting
Potential Permit Modifications Needed for Assessed Facilities (August 1999- May 2003).
NC0005762 West Point Stevens, Inc
The Wagram plant does not provide chlorination. As a result the permittee had multiple civil
assessments for violations over the two-year period. One whole effluent toxicity violation and
seven fecal limit violations (including one for fecal and pH) were recorded. Their fines totaled
$6526.99.
Recommended action: Compel chlorination and dechlorination.
NC0020729 Town of Fair Bluff
This facility has incurred civil assessments for limit violations of flow, fecal, TRC, and BOD.
Fines total $6901.73 (reduced to $3151.73). Concerns include are grease accumulations in the
plant, I/I, grit, and reduced retention time. This facility has had a sewer moratorium since 7/98
due to I/I problems. Their fecal violations can be attributed to inadequate Cl feed equipment.
Recommended action: Place wastewater management plan (WWMP) requirement in permit.
Specifically require a facilities assessment and an optimization plan for grit removal/disposal and
chlorination. Also add oil and grease monitoring.
NC0044725 Laurinburg-Maxton Airport Commission
This facility has had civil assessments for limit violations totaling $2701.91. All three
assessments were for fecal coliform levels. Though the plant upgrades are complete, the WWTP
failed a 3/01 toxicity test.
Recommended action: Require WWMP, specifically a Biosolids Management Plan.
NC0026921 Town of Parkton
Facility has been assessed civil assessments for whole effluent toxicity and limit violations on
eleven occasions. Causes of limit violations were fecal, TRC, BOD and Hg. The assessments total
$26,075.45. Fayetteville Regional Office continues to work with the ORC. The facility has
received a CWMTF grant for I/I.
The facility may be connecting to Red Springs (NC0025577).
* Connection to Fayetteville PWC WWTP is another possibility.
Recommended action: Add EAA requirement.

NC0049514 Pilkington North America Inc
Permittee has been assessed for civil violations on eight separate occasions. The limit violations
were for TP, O&G, pH, and TSS. Fines total $7798.20. The facility is investigating the cause of
their oil and grease problems and have discussed connecting to LMAC (NC0044725).
Recommended action: Place EAA requirement in permit. The Facility needs to evaluate the
possibility of connecting to LMAC.
NC0021881 Town of Lake Waccamaw
Permittee has had three civil assessments for fecal limit violations, one of which also included a
violation of NH3N limits. The town has been fined for $2121.65. An unsatisfactory sludge storage
capacity at the plant contributes to loss of solids during heavy rain events. In 2001 the sludge
buildup was observed in the receiving stream. The permittee was also non -compliant with its
toxicity limit in 12/02 and 2/03, and there are I/I problems within the collection system.
Recommended action: Require WWMP, specifically a Biosolids Management Plan.
NC0021920 City of Whiteville
This facility has been assessed for civil violations of whole effluent toxicity on four occasions.
Penalties total $9102.72. An ATC was issued in 2/03 for the installation of a grit removal facility
(plant experienced problems with sand accumulation). Two letters sent in 2/03 and 4/03
expressed concerns regarding the structural integrity of the plant's aeration and oxidation ditches.
The system also has problems with Zn from a SIU (Conflande) and associated storm water issues.
Recommended action: Require WWMP, specifically a Biosolids Management Plan.
NC0020656 Laurinburg Leiths Creek
This permittee has not violated its permit requirements.
Recommended action: Require WWMP, specifically a Biosolids Management Plan.

Asure Spivey
Plant Superintendent
Newlyn McCullen
Lab Supervisor /
Pre-treatment
Coordinator
City of Whitevittc
Wastewater Treatment Plant
Post Office Box 607 — 1000 Nolan Avenue
Whiteville, North Carolina 28472
910-642-5818 — Fax: [phone]
email: [e-mail]
[e-mail]
March 4, 2004
Mr. Charles H. Weaver, Jr.
NC DENR / DWQ / NPDES
1617 Mail Service Center
Raleigh, N.C. 27699-1617
Dear Mr. Weaver:
MAR 5 2004
The City of Whiteville is requesting renewal of the NPDES Permit number NC
0021920 for the wastewater treatment plant.
Enclosed is a partially completed and signed application forms along with other
supporting documents. The additional testing for three priority pollutant analyses and
four test for another aquatic organism other than Ceriodaphnia have been scheduled and
are being collected. The results will be sent as they are received from the Laboratories.
Please advise of any further assistance we may be in processing this application by
letter or feel free to call me at (910 ) 642-5818_
Sincerely,
I
Asure Spivey
WWTP Superintendent
AS
Enclosures

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EXISTING WASTEWATER COLLECTION SYSTEM
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BEARINGS HEREON ARE BASED OH THE NORrN CAROLINA
GRID CTit1RDONTE SYSTEM DISTANCES SHOVN ARE
NOR110NTAL GROUND DISTANCES
BOUNDARY ESTABLISHED FRDN AN ACTUAL FIELD
TRAVERSE. INACCESSIBLE LINES ARE COMPUTED
FROM FIELD TRAVERSE
ROADS AND STREETS. OTHER THAN THfaSE TRAVERSED.
ARE PLOTTED BY SCALE FROM EXISTING NAPS AND
AERIAL PHOTOGRAPHS
m - INDICATES PLACEMENT IY EXTRA -TERRITORIAL
LDUT SOuNDARr MARKER ALL NATTKERI LOCATED ON
SHOULDER 1T ROAD OPPOSITE POINTS IN ( . AS SIWN
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nlev,h 3, A.901
Sludge I landling
In preparation to waste sludge, the sludge blanket is allowed to build up over night in the
clarifiers and the next morning the sludge is wasted to the sludge holding tanks. Sludge is wasted
one or two times per week depending of MLSS concentration in the treatment basin. When the
sludge holding tanks are filled and the solids have settled the supernate can be drained otl'and
returned to the head of the plant by means of a decant valve in each tank. This way the sludge
can be thickened several times as it is held in the storage tanks for sixty to ninety days before
being hauled out for land application. The sludge is.tested and applied as required by land
Application permit number WQ0000048.
g%1-44
re Spivey.
WWTP Supt.
Aary

FACILITY NAME AND PERMIT NUMBER: .
J 7-F 1/ ! ue (UW7p /Y( 96219,20
SUPPLEMENTAL APPLICATION INFORMATION
PERMIT ACTION REQUESTED:
J%r,
PART F.INDUSTRIAL USER DISCHARGES AND RCRA/CERCLA WASTES
RIVER ASIN:
All treatment works receiving discharges from significant industrial users or which receive RCRA,C[RCLA, or other remedial wastes must
complete part F.
GENERAL INFORMATION:
F.I. Pretreatment program. Does the Irealrnenl works have, or is subject ot, an approved pretreatment program?
('es 0 No
F.2. Number ol Significant Industrial Users (Sills) and Categorical Industrial Users (CIUs). Provide the number of each of the folk... ny types of
industrial users that discharge lo the treatment works.
a. Number ul non -categorical SlUs.
b. Number of Gills.
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following Information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F_0 and
provide the information requested for each SIU.
F.3. Significant industrial User Information. Provide the name and address of each SIU dischar ring to the treatment works. Submit addilion d pages
as necessary.
Name:
Mailing Address:
.i.&0...mycieQ.LtAkc4
w c,-Q, At(_D-V 7\
F.4. Industrial Processes. Describe all Ilse industrial processes that affect or contribute to the SIU's discharge.
me. c _
F.S. Principal Product(s) and Raw Material(s). Describe an ol the principal processes and raw materials Thal ur eonhi: wte to the Sil
discharge. ,, _, ,D
Principal producl(s): 1' M r Q`tP Atditc`
Raw malerial(s): 0f Arne f f C AQO
F.6. Flow Rale. �
a. Process wastewater now rale. Indicate the average daily volume o1 process wastewater dischar ye into the collection syslam in gaols per
day (gpd) and whether the disc).; rge is continuous or intermittent.
-71-5 0°• .. gm ( continuous or intennitlenl)
b. Non -process wastewater flow rale. Indicate the average daily volume ul non-prucess wastewater flow discharger) into the collection uystem in gallons per day (gpd) and whether the discharge is continuous or intermittent.
I% gpd ( continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. local limits ❑ Y s Co
b. Categorical pretreatment standards I 'Yes ❑ No
11 subject to categorical pretreatment standards; whibh category and subcategory?
4433 rnaa.Q Ak,,ae-411
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 8 7550-22.
Pa. n" 111 of 22

FACILITY NAME AND PERMIT NUMBER:
WI') t_ej/r ICz Isu/7�/0 /vC 00L/9z0
PERMIT ACTION REOUES1 ED:
y--61e
RIVER BASIN:
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed 10 any problems (e.y.,
upsets, interference) at the treatment works in the past three years?
❑ Yes ilo II yes, describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCIIA hazardous waste by truck, rail or dedicated pipe?
❑ Yes /No (go to F.12)
F.10. Waste transport. Method by which RCRA waste is received (check all that apply):
0 Truck 0 Rail ❑ Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount (volume or mass, specify units).
EPA Hazardous Waste Number Amount Units
CERCLA (SUPERFUND) WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION
WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Rernediation Waste. Does the treatment works currently (or has it been notified That it will) receive waste from remedial activities?
❑ Yes (complete F.13 through F.15.) ErNo
F.13. Waste Origin. Describe the site and type of facility al which the CERCLNRCRNor other remedial waste originates (or is excepted to origniale in
the next five years).
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, i1
known. (Attach additional sheets if necessary.)
F.15. Waste Treatment.
a. Is this waste treated (or will be treated) prior to entering the treatment works?
❑ Yes ❑ No
II yes, describe the treatment (provide information about the removal efficiency):
b. Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous ❑ Intermittent If intermittent, describe discharge schedule.
END OF PART F.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev 1-99). Replaces EPA forms 7550.6 & 7550.22
Page i9 of 22

•
•
FACILITY NAME AND PERMIT NUMBER: .
0% 1't"evillE 6f/wY-d' /Vc O 2w927
PERMIT ACTION REQUESTED:
�.zvr ewe
RIVE BASIN:
SUPPLEMENTAL APPLICATION INFORMATION
PART F.INDUSTRIAL USER DISCHARGES AND RCRANCERCLA WASTES
All treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA, or other remedial wastes must
complete part F.
GENERAL INFORMATION:
F.1. Pretreatment program. Does lire treatment works have, or is subject ot, an approved pretreatment program?
Q/Yes 0 No
F.2. Number of Significant Industrial Users (SIUs) and Categorical Industrial Users (ClUs). Provide the number of each of the folk• —rig types of
industrial users that discharge to the treatment works.
a. Number of non -categorical SIUs.
b. Number of ClUs.
a
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following Information for each SIU. If more than one SIU discharges to the lrealnre"t works, copy questions F.3 through F.4 and
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU dischar ling 10 the treatment works. Submit addition d pages
as necessary.
Name:
Mailing Address:
CeN\g Trim_
ccnUo, Nc2-ccLri�
F.4. Industrial Processes. Describe all Ilre industrial processes that affect or contribute to the SIU's discharge.
F.5. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that atlera or contrerule to the Sll
discharge.
Principal producl(s):
Raw malerial(s):
F.G. Flow Rale.
Pn4) 2 r\
a. Process wastewater Ilow rate. Indicate Ole average daily volume of process wastewater discharge into the collection sysl•:m in gaiter's per
day (gpd) and whether the disclr^rge is continuous or intermittent.
' , gpd ( continuous or intermittent)
b. Non -process wastewater Ilow rate. Indicate the average daily volume of non -process wastewater flow discharger) into the collection !system
in gallons per day (gpd) and whether the discharge is continuous or intermittent.
gpd ( continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits ❑ Yes ❑ No
b. Categorical pretreatment standardsfes ❑ No
II subject to categorical pretreatment standards, which category and subcategory?
y33 rnatt-Q irk.Q„
EPA Form 3510.2A (Rev. 1.99). Replaces EPA Iorms 7550-6 & 7550-22. Pa r., tO of 22

FACILITY NAME AND PERMIT NUMBER:
W I1;7"6Ui GCE wGw-p /l92 7
PERMIT ACTION REOUES1 ED:
/9cen-riA,0
RIVER BASIN: .
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.y.,
upsets, inlerference) at the Treatment works in the past three years?
/(r Yes D No II yes, describe each episode.
E l j 1) -. C� (Mr,C_0. 4 /DUE S r Ot0Qc-xt y)
0
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCIIA hazardous waste by truck, rail or dedicated pipe?
❑ Yes 0 No (go to F.12)
F.10. Waste transport. Method by which RCRA waste is received (check all That apply):
❑ Truck 0 Rail 0 Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount (volurne or mass, specify units).
EPA Hazardous Waste Number Amount Units
CERCLA (SUPERFUND) WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION
WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediation Waste. Does the treatment works currently (or has it been notified that it will) receive waste from remedial activities?
❑ Yes (complete F.13 through F.15.) 0 No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRNor other remedial waste originates (or is excepted 10 origniate in
the next five years).
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if
known. (Attach additional sheets if necessary.)
F.15. Waste Treatment.
a. Is this waste treated (or will be treated) prior to entering the treatment works?
❑ Yes ❑ No
If yes, describe the treatment (provide information about the removal efficiency):
b. Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous ❑ Intermittent If intermittent, describe discharge schedule.
END OF PART F.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 8 7550-22.
Page 19 of 22

RIVER BASIN:
FACILITY NAME AND PERMIT NUMBER: • PERMIT ACTION REQUESTED:
WHITEV(/(e U& LrP ,vc o©Z/y�o Re4
SUPPLEMENTAL APPLICATION INFORMATION
PART F.INDUSTRIAL USER DISCHARGES AND RCRA/CERCLA WASTES
All treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA, or other remedial wastes must
complete part F.
ti
GENERAL INFORMATION:
F.1. Pretreatment program. Does the treatment works have, or is subject el, an approved pretreatment program?
1Yes ❑ No
F.2. Number of Significant Industrial Users (Sills) and Categorical Industrial Users (ClUs). Provide the number ol each ol the lull] .. , rtj types of
industrial users that discharge to the treatment works.
a. Number of non -categorical SlUs.
b. Number of ClUs.
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information lor each SIU. II more than one SIU discharges to the treatment works, copy questions F.3 through F.9 and
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and•address of each SIU discher ling to the treatment works Submit addition 1 pages
as necessary.
Name:
Mailing Address:
F.4. Industrial Processes. Describe all the industrial processes that ailed or contribute to the SIU's discharge.
F.5. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that alfu;l or condr.ule to the SIt
discharge.
Principal producl(s):
Raw matertal(s):
F.6. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater dischar _1e into the collection synl^ni in yallu: is per
day (gpd) and whether the dr:;cLarge is,conlinuous or intermittent.
glx1 ( continuous or intermitter I)
b. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater How discharged into the collection :;ystenr
in gallons per day (gpd) and whether the discharge is continuous or intermittent.
9l�
continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the Iollowing:
a. Local limits 11Yes 0No
b. Categorical pretreatment standards 0 Yes t~1/ No
If subject to categorical prctreatthent standards.'which category and subcategory?
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550.6 & 7550-22.
Pa!' t u of 22

FACILITY NAME AND PERMIT NUMBER:
it/WOL64/(6. CG6. W(A/TP j/cool9.zo
PERMIT ACTION REOUES1 ED:
Rpmau
RIVER BASIN:
4.040iteiz-
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the Sill caused or contributed to any problems (e.g..
upsets, interference) at the Treatment works in the past three years?
❑ Yes INo II yes, describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has It in the past three years received RCM hazardous waste by truck, rail or dedicated pipe?
❑ Yes ❑ No (go to F.12)
F.10. Waste transport. Method by which RCRA waste is received (check all that apply):
❑ Truck ■ Rail 0 Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount (volume or mass, specify units).
EPA Hazardous Waste Number Amount Units
CERCLA (SUPERFUND) WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION
WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediation Waste. Does the treatment works currently (or has it been notified That it will) receive waste from remedial activities?
❑ Yes (complete F.13 through F.15.) 0 No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates (or is excepted to origniate in
the next five years).
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if
known. (Attach additional sheets if necessary.)
F.15. Waste Treatment.
a. Is this waste treated (or will be treated) prior to entering the treatment works?
❑ Yes ■ No
If yes, describe the treatment (provide information about the removal efficiency):
b. Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous IN Intermittent If intermittent, describe discharge schedule.
•
END OF PART F.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 E. 7550-22.
Page 19 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION MOUE TED:
RIVER [}ASI
Wibitto(((e W 4' /ic oo/92Q
SUPPLEMENTAL APPLICATION INFORMATION
PART F.INDUSTRIAL USER DISCHARGES AND RCRA/CERCLA WASTES
All treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA, or other remedial wastes nwsl
complete pert F.
GENERAL INFORMATION:
F.I. Pretreatment program. Does the Irealmen% works have, or is subject ol, an approved prelreatment program?
1z(Yes ❑ No
F.2. Number of Significant Industrial Users (SIUs) and Categorical Indusbinl Users (CIUs). Pmvilo the number of each ol the folk•.. ;rg types of
industrial users that discharge to the treatment works.
a. Number ul non -categorical SIUs.
b. Number ul Gills.
a
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following informnllon for each SIU. i1 snore than one SIU discharges to the heatment works, copy questions F.3 Through F.tt and
provide the Information requested for each SIU.
F.3. Significant industrial User Inlornralion. Provklo the name and,address of ench SIU dischnr ling to Ilie treatment caulks. Submit addition d pages
as necessary.
F.d.
Nastiest
MgNing ¢lddness: , ; sX-0.11.
-1,PSQQ, 9-67a
Industrial Processes.. Desraibe all the indushi_al processes that aired or conhibute 10 the SIU's discharge.•
F.5. Principal Product(s) and Raw Matertat(s). Describe all of the principal processes mid raw materials that alle.:1 or conhi mule to the SR
discharge.
Principal producl(s):
Raw matorlal(s):
F.6. Flow Rate. 1 '-
a. Process wastewater flow rale. Indicate the average daily volume ol process wastewater discharge into the collection sysI ili in gallu: rs per
day (•lee!) and whether the •Ittict.;+rgeliscenli )t#ous or kdewmillent.•
continuous or intermittent)
Non -process wastewater flow sale. 1isdk ate the average daily volume of non -process wastewater Ilow dischargerI inlu Iiro collection system
in gallons per day (gpd) and whether the discharge Is continuous or interminent.
mid
caninuotis or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
Local limns
b. Categorical pretreatment standards
(jes ❑ No
❑ Yes {}'No
If subtecl.lo categoric01 prelidatrtie it sltesdarda,'wldch category and subcategory?
EPA Form 3510.2A (Rev. 1.99). Replaces EPA Tams 7550-6 & 7550.22.
I'in•� to ol 22

rACILITY NAME AND PERMIT NUMBER:
/ I17e U/ /(e vV iill79 /VC c20_-/9?-U
PERMIT ACTION REOUES1ED:
J ,ens
RIVER BASIN:
F.B. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.y.,
upsets, interference) at 11 treatment works in the past three years?
❑ Yes No I1 yes, describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has It in the past Three years received RCf IA hazardous waste by truck, rail or dedicated pipe?
❑ Yes ❑ No (go to F.12)
F.10. Waste transport. Method by which RCRA waste is received (check all that apply):
0 Truck 0 flail ❑ Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount (volume or mass, specify units).
EPA I lazardous Waste Number Amount Units
•
CERCLA (SUPERFUND) WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION
WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remedlallon Waste. Does the Treatment works currently (or has it been notified Thal it will) receive waste from remedial activities?
0 Yes (complete F.13 through F.15.) 0 No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates (or is excepted to oriyniale in
the next live years).
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concenliation, it
known. (Attach additional sheets it necessary.)
F.15. Waste Treatment. .
a. Is this waste treated (or will be treated) prior to entering the Treatment works?
❑ Yes ❑ No
II yes, describe the treatment (provide information about Iho removal efficiency):
b. Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous 0 Intermittent II intermittent, describe discharge schedule.
•
END OF PART F.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev 1-99). Replaces EPA !onus 7550.6 8 7550-22.
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