NC0024881_Permit Issuance_20010503

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Mr. D. Kelly Almond
City Manager
230 West Morehead Street
Reidsville, North Carolina
Dear Mr. Almond:
Michael F. Easley
+teGovernor
NC AENR William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Kerr T. Stevens, Director
Division of Water Quality
27320
May 3, 2001
Subject: Issuance of NPDES Permit NCO024881
Reidsville WWTP
Rockingham County
Division personnel have reviewed and approved your application for renewal of the subject permit.
Accordingly, we are forwarding the attached NPDES discharge permit. This permit is issued pursuant to the
requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North
Carolina and the U.S. Environmental Protection Agency dated May 9, 1994 (or as subsequently amended).
This final permit contains no changes from the draft permit previously sent to you.
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 Teresa Rodriguez at telephone number (919)
733-5083,extension 595.
Sincerely,
Original Signed By
David A Goodrich
Kerr T. Stevens
cc: Central Files
Winston-Salem Regional Office/Water Quality Section
NPDES Unit
Point Source Compliance Enforcement Unit
Technical Assistance & Certification Unit
Aquatic Toxicology Unit
EPA
N. C. Division of Water Quality / NPDES Unit Phone: [phone]
1617 Mail Service Center, Raleigh, NC 27699.1617 fax: [phone]
Internet: h2o.enr.state.nc.us DENR Customer Service Center. 1 800 623-7748

Permit NC.0024881
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations
promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution
Control Act, as amended, the
City of Reidsville
is hereby authorized to discharge wastewater from a facility located at the
Reidsville WWTP
407 Broad Street
Reidsville
Rockingham County
to receiving waters designated as the Haw River in the Cape Fear River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I,
II, III and IV hereof.
This permit shall become effective June 1, 2001.
This permit and authorization to discharge shall expire at midnight on April 30, 2006.
Signed this day May 3, 2001.
Original Signed By
D Goodrich _
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit No. NCO024811
SUPPLEMENT TO PERMIT COVER SHEET
City of Reidsville
Wastewater Treatment Plant
is hereby authorized to:
1. Continue to operate an existing 7.5 MGD wastewater treatment facility located at 407
Broad Street, Reidsville, Rockingham County, discharging to outfall 001 and consisting of
the following wastewater treatment components:
■ coarse screening
■ grit removal
■ influent pump station
■ aeration basin with mechanical aerators
■ final clarifiers
■ single media shallow sand filtration
■ sludge thickeners
■ aerobic digesters
■ sludge storage basin
■ disinfection by chlorination
■ dechlorination
■ parshall flume
■ effluent pump station
2. Discharge from said treatment works into Haw River, a Class C-NSW water in the Cape
Fear River Basin, at the location specified on the attached map.

Latitude: 36' 16' 02"
Longitude: 79" 36' 14" N
Reidsville
City of
USGS Quad #: B20SE
(Williamsburg)
Rockingham County
River Basin #: 03.06-01
NC0024881
Receiving Stream: Haw River
Stream Class: C-NSW

Permit No. NCO024881
SECTION A. (1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
Beginning on the effective date of this permit and lasting until expiration, the Permittee is authorized to discharge
treated wastewater from Outfall 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
Locationl
Flow
7.5 MGD
Continuous
Recording
I or E
CBOD, 5-day. 20°C 2
(April 1 - October 31)
4.0 mg/1
6.0 mg/l
Daily
Composite
E,I
CBOD, 5-day. 200C 2
(November 1 - March 31)
8.0 mg/l
12.0 mg/1
Daily
Composite
E,1
Total Suspended Residue2
30.0 mg/l
45.0 mg/l
Daily
Composite
E,I
NH3 as N
(April 1 - October 31)"f
2.0 mg/1
I
Daily
Composite
E
NH3 as N
(November 1 - March 31)
4.0 mg/l
;'
/
Daily
Composite
E
Total Residual Chlorine
28.0 µg/l
Daily
Grab
E
Fecal Coliform (geometric
mean)
200/ 100 ml
400/ 100 ml
Daily
Grab
E
pH3
Daily
Grab
E
Dissolved Oxygen4
Daily
Grab
E
Conductivity
Daily
Grab
E
Temperature
Daily
Grab
E
Dissolved Oxygen
See Note 1
Grab
U;D
Conductivity
See Note 1
Grab
U, D
Temperature
See Note 1
Grab
U.D
Total Nitrogen
(NO2+NO3+TISN)
Monthly
Composite
E
Total Phosphorus5
2.0 mg/l
Weekly
Composite
E
Mercury
0.019 µg/1
Weekly
Composite
E
Cadmium
3.3 µg/l
15 µg/1
Weekly
Composite
E
MBAS
0.8 mg/l
Weekly
Composite
E
Selenium
8.2 µg/1
Weekly
Composite
E
Fluoride
2/Month
Composite
E
Zinc
2/Month
Composite
E
Copper
2/Month
Composite
E
Silver
2/Month
Composite
E
Chronic Toxicity6
Quarterly
Composite
E

Permit No. NC0024881
Notes:
1. Sample locations: E- Effluent, I- Influent, U- Upstream at US Hwy 29, D- Downstream at NCSR 2620 on the
Haw River.
Upstream/downstream samples shall be collected 3/Week during June. July. August and September, and
1/Week during the remaining months of the.year.
As a participant in the Cape Fear River Basin Association, the instream monitoring requirements as stated
above are waived. Should your membership in the association be terminated, you shall notify the Division
immediately and the instream monitoring requirements specified in your permit shall be reinstated.
2. The monthly average effluent CBOD5 and Total Suspended Residue concentrations shall not exceed 15% of the
respective influent value (85% removal).
3. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
4. The daily effluent dissolved oxygen concentration shall not be less than 5.0 mg/l.
5. Compliance shall be based on a quarterly average of weekly samples.
6. Chronic Toxicity (Ceriodaphnia) at 61%; January, April, July and October; refer to Special Condition A (2).
There shall be no discharge of floating solids or visible foam in other than trace amounts.
Other parameters of concern shall be monitored through the facility's Long Term Monitoring Plan.

Permit No. NCO024881
A.(2) CHRONIC TOXICITY PERMIT LIMIT (QRTRLY)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to
Ceriodaphnia dubia at an effluent concentration of 61 %.
The permit holder shall perform at a minimum, guarterl 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 I1 Chronic
Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TGP3B for the
pass/fail results and THP3B for the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent to the
following address:
Attention: North Carolina Division of Water Quality
Environmental Sciences Branch
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch no later than 30
days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate signature.
Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the
permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility
name, permit number, pipe number, county, and the month/year of the report with the notation of "No Flow" in the
comment area of the form. The report shall be submitted to the Environmental Sciences Branch at the address
cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be
required during the following month.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water
Quality indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include
alternate monitoring requirements or limits. `
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an
invalid test and will require immediate follow-up testing to be completed no later than the last day of the month
following the month of the initial monitoring.

1
.
r
RAW
Mr. Kelly Almond, City Manger
City of Reidsville
120 West Morehead Street
Reidsville, N.C. 27320
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
WINSTON—SALEM REGIONAL OFFICE
September 25, 2000.
SUBJECT: Notice of Violation
Compliance Evaluation Inspections on
Reidsville's WWTP
NPDES Permit No. NCO024881
Land Application Program
Permit W00002376
Rockingham County
Dear Mr. Almond:
L1 a' F F B 1 6 2001
OEI1R - WATER 01JALITY
PONT 1�') WF 8"'.VICH
The subject inspection was performed September 21, 2000, by Mr. David Russell
with our Winston-Salem Regional Office. Mr. Steve Routh, Public Works Director, and Mr.
Paul Smith, Plant Supervisor, were present.
The inspections consisted of two basic parts: on site inspections and in -office reviews
of facility self -monitoring data August 1999 through June 2000 indicates limits were met for
all parameters except for a failed bioassay and daily maximum exceedances for mercury. The
bioassay failed for October 1999, but has passed since October. The addition of Carbon to
the aeration basin and better pretreatment has reduced effluent toxicity. The daily maximum .
mercury limit of 0.019 ugll was exceeded August 2, October 4 and 13, 1999 and January 26,
2000. It is understood isolating the source(s) of the mercury is difficult due to the sporadic
nature and low concentrations of the exceedances. Nevertheless, efforts to find and control
the source(s) of the mercury must continue. Failure to comply with permit limits is subject to
enforcement action.
No problems were found with your land application program. The most recent land
application of sludge occurred September 2, 2000.
Should you have questions, contact our office.
Sincerely,
X)cl1
Larry D. Coble
Water Quality Supervisor
cc: Paul Smith
Rockingham County Health Department
Central Files
`W SRO
$65 WAUGHTOWN STREET
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IN AniLF1�A .
1 0 1• 0
, WINSTON-SALEM, NORTH CAROLINA 27I07UL%p
PHONE [phone] FAX [phone]
50% RECYCLED/10^ie' POST -CONSUMER PAPER /%
AN EIUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER

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of North Carolina
f" rtrrment of Environment
Natural Resources
lion of Water Qualify
Itr
ues B. Hunt, Jr., Governor
Holman, Secretary
T. Stevens, Director
NCDENR
NORTH C:A 1o_ NA DmAnTNENT OF
ENvi:anhfIbJT ANL• NOT.1RAL RE!•„.,l jpc- Lr .,
Non -Discharge Compliance Inspection
WO Permit Number 000:2- 3.76 County D Ck A
Permittee Ci D /
Npdes Number(s) Alc e1:9-2,YS $
Issuance Date -
Expiration Date
Soc Issuance Date Soc ExpirationDate
Permittee Contact s'"I ; T 0, Phone Permittee Contact 3 s 6
ORC Certification #
ORC Name 5,e Phone ORC 2 2-&7 _ Z9
97
24hr Contact Name .
Phone 24hr
Reason For Inspection (Select One) Routine Q Complaint Q Follow -Up O Other..
Type Of Inspection (Select One) Q Collection system O Spray Irrigation 9flesidual
Inspection Summary I ......................... •.•••.•-
........,:�/�:£........•••.es�.............:��QJ�.....5?.��.....�Lit���. ........ ....... ...............................
........ Y.............................. ........ :.il." .. % .......!P v..............................
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Inspector's Name / 4(j M QtSS411
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page 1

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Discharge Compliance. . Hance . Rest ua pection
Non 9 p: .
Permittee
Permit Number O d D D -2,3 7
inspection Date 0,6.0 q--2,1
Application . O Distribution and Marketing
Record Kee in es O No
Copy of current permit available? es O No
Current metals and nutrient analysis? (see permit for frequency) Yes O No
a. TCLP analysis? Yes O No
b. SSFA (Standard Soil Fertility Analysis)? -
Metal loading to determine most limiting parameters? YTD! � Yes O No
Nutrient and M yes O No
Hauling Records? e
# gallons / tons hauled during the calendar year to date? Yes O No
Field Loading Records? rO Yes O No
Records of lime purchased?
❑ Fields applicable) ❑ Pathogen and Vector Attraction Reduction (if
Wye:s O No
Are Operation and Manintance records present? yes Q No
Are Operation and Manintance records Complete? Yes O No
Calibration of Land Application Equipment?
Pathogen and Vector Attraction (if applicable): Q Yes O No
a Fecal coliform SM 9221 E ( Class A or B )
Q ( Class A, all test must be <1000 MPN / dry gram)
Q (Geomet
ric mean of 7 samples per monitoring period for Class B <2.0`106 CFU / dry gram }
EE��
Fecal coliform SM 9222 D (Class B only) Class B <2.0*106 CFU /dry gram)
Q (Geometric mean of 7 samples per monitoring period for P Yes O No
b. Salmonella (Class A, all tests must be < 3MPN 14 grams dry) Q Yes O No
c. Time / Temp on: -
❑ Digester ( MCRT Compost ❑ Class A lime stabilization
} ❑
Q Yes O No
d. Volatile Solids Calculations. Yes O No
e. Bench -Top Aerobic/ Anaerobic digestion results. Q Yes O No
f. pH records fo Lime Stabilization (Class A or B).
Equipment M Aerobic Digestion
Auto Thermophilic Aerobic Digestion
❑ Anaerobic Digestion
❑ Drying Beds
❑ Alkaline Stabilization (Lime)
❑ Alkaline Stabilization (Other)
Compost (Windrow)
Cj Compost (Aerated Static Pile)
❑ Other
Additional
Equipment page 2

Non Discharge p Di char a Compliance Residual Inspection
NAM
� Permit in transport vehicle?
Spill control plan in vehicle?
Does transport vehicle appear to be maintained?
Permittee I C; o f el s
Permit Number ItA119LIOn9-3
-76
Inspection Date p Q Z
O Yes O No
PYes O No
C-- Yes O No
❑ Lagoon ❑ AST ❑ UST ❑ Septic Tank ❑ Drying Beds #Concrete Storage -Raft A4.5-W
Number of months storage? - Z
Spill control plan on site? Yes Q No
If Applicable:
Is lagoon lined? es Q No
-771 Above Ground Tank ❑Aerated ❑ Mixed Aerated Hp: Mixed Hp:
--71Under Ground Tank ❑ Aerated Mixed Aerated Hp: Mixed Hp:
Sampling
Describe Sampling:
4 /Af
Yes Q No
Is sampling adequate?
Is sampling representative?
w
)(Yes
O No
Zc de
Dis osal ZL 4 . lQa� �e / ¢- 2—Al �' ••
1, �J-
Buffers Adequate?. Q,Ai �,�,, i�rC�t/�`,. hi;-d R, �� d�`LJ �
Yes
O No
,
Cover Crop Type Specified in Permit? �.•'f" c.�A�'f4/eld �
�S Yes
Q No ,
Documented exceedence of PAN limits?
O Yes
No
Site Condition adequate (improvement)?
12 Yes
Q No
40
Signs of runoff / ponding?
p Yes
No
.
Is the acerage specified in the permit being utilized? 1
Yes
Q No
PPd tional?L
Is application equipment present anopera,�S�t
�
Are there any limiting slopes on disposal field?
(10% for surface application)
O Yes
No
(18%for subsurface application)
O Yes
�ON o
Are monitoring wells called for in permit?
O Yes No
Yes O No
Access restrictions and / or signage?
Permit on site during application event?L,9s�- %9.u� • �'q��,
O Yes O No
• � U
odors or Vectors present at land application site.
VesNo
Nutrient / crop removal? C�c� ( xiv 001 Q��Y
No
page 3

O
� -H
T
MR. KELLY ALMOND
CITY MANAGER
CITY OF REIDSVILLE
230 WEST MOREHEAD STREET
REIDSVILLE NC 27320
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
March 9, 2001
Subject: Pretreatment Unit Review of Mercury Reports
City of Reidsville (NPDES Number NC0024881)
Rockingham County
Dear Mr. Almond:
Kerr T. Stevens, Director
Division of Water Quality
The Pretreatment Unit of the Division of Water Quality has reviewed the July through October 2000
report and the November through December 2000 quarterly reports on the POTW's investigations into the
sources of mercury in the POTW. These reports were received by the Division on December 29, 2000,
and February 27, 200 1, respectively.
The review indicates generally the POTW continues to make significant progress in identifying and
eliminating sources of mercury. The review also indicates the POTW has addressed the Division's
concerns as expressed in our August 18, 2000, letter. The POTW has only had two NPDES limit
violations in the last 13 months. Additionally, the frequency and magnitude of SIU limit violations has
been greatly reduced. Please continue your investigative efforts as outlined in the reports.
Please continue to submit quarterly reports on the previously established schedule (next report covering
January through March 2000, due April 15, 2000). If the trend of reduction of sources of mercury
continues, we will reduce or eliminate the requirement to submit quarterly reports. Please forward a copy
of all reports to George Smith of the Division's Winston-Salem Regional Office
Thank you for your continued cooperation with the pretreatment program. If you have any questions or
comments, please contact Dana Rees Folley of the Pretreatment Unit at [phone] (ext. 523)
[email:[e-mail]], or Tom S. Poe (ext. 522), Supervisor of the Pretreatment Unit.
Sincerely,
Kerr T. Stevens
drf/reidsvi Ilemisc.00d. mercury
cc: Nadine Blackwell. Hydro Management Services
Central Files
DRF. Pretreatment Unit
Dave Goodrich/NPDES Unit
Shannon Langley/Marcia Leiber, Point Source Compliance and Enforcement Unit
Georgc Smith. Winston-Salem Regional Office
David Russell, Winston-Salem Regional Office
�n
NCDENR
NC—DENR, DWQ, PRETREATMENT UNIT Telephone: [phone] Fax: [phone]
1617 MAIL. SERVICE CENTER, RALEIGH, NC 27699-1617 An Equal Opportunity Affirmative Action Employer
R ebsite: http://h2o.enr.state.nc.us/Pretreat/in(lex.htnil 50%r recycled/10%r post -consumer paper

k ua-­r
1921 VANCE STREET P.O. BOX 2157 REIDSVILLE, NC 27320 336-349-4331
PUBLIC NOTICE
STATE OF NORTH
CAROLINA
ENVIRONMENTAL
MANAGEMENT
COMMISSIOWNPDES ,nt
UNIT
1617 MAIL SERVICE
CENTER
RALEIGH, NO
27699-1617
NOTIFICATION OF
INTENT TO ISSUE A
NPDES WASTEWA-
TER PERMIT
On the basis of thorough
:tall review and app
ion of NC General Statute
143,21, Public law 92-500
and other lawful standards
and regulations, North
Carolina Environmental
Management Commission
Proposes to issue a Na-
tional Pollutant Discharge
Elimination System
(NPDES) wastewater dis-
charge Permit to the Par-
son(s) listed below eflec-
live 45 days from the pub-
lish date of this notice.
Written comments re-
garding the proposed per-
mit will be accepted until
30 days after the publish
date of this notice. All
comments received prior
to that dale are considered
in the final determinations
regarding the proposed
permit. The Director of the
NC Division of Water Ouab
sty may decide to hold a
public meeting for the pro-
posod permit should the
Division receive opublic nter-
cant degree
est.
Copies of the dray permit
and other supporting o do-
lermin on isle used to present
termine draft conditions present
I, the draft permit are
available upon requesof a -
payment of the costs of
production. Mail comments
Mee, requests for vision
mation to the NC Division
of Water Quality at the
above address or call Ms.
Christie Jaclison
[phone], extension
53B. Please include the.
NPDES permit number (at-
tached) in any communica-
tion. Interested persons
may also visit the Divlslor
Water Quality atR512 h,
Salisbury Streel, 9
NC 27604-1148 between
the hours of 8:00 a.m. and
5:00 p.m. to review intor
-
maliononfile. _.
NPDES Permit Number
NC0024881. Reidsville
Clty.WWTP, 230'West
Morehead Street, R rds-
ville, NC 27320 has ap-
plied for a permit renewal
tot a facility located in
Rockingham County dis-
charging treated wastewa-
ter into Haw River in the
Cape, Fear River Basin.
Currently CBOSeNH3.
and To -
Dissolved oxygen
WI Phosphorous are water
quality limited. This dis-
charge may affect future
allocations In this portion
of the receiving stream.
Uarch 11, 2001
AFFIDAVIT OF PUBLICATION
NORTH CAROLINA
ROCKINGHAM COUNTY
Before the undersigned, a Notary Public of Said
County and State, duly commissioned, qualified, and
authorized by law to administer oaths, personally
appeared David Clevenger, who being first duly sworn,
deposes and says. That she is an official of Media
General of Reidsville, Inc. engaged in the publication of
a newspaper known as The Reidsville Review, pub-
lished, issued and entered as second class mail in the
City of Reidsville, in said County and State; that she is
authorized to make this affidavit and sworn statement,
that the notice or other legal advertisement, a true copy
of which is attached hereto, was published in The
Reidsville Review on the following dates:
and that the said newspaper in which such notice, paper
document, or legal advertisement was published was, at
the time of each and every such publication, a newspa-
per meeting all of the requirements and qualifications
of Section I-597 of the General Statutes of North
Carolina and was qualified newspaper within the mean-
ing of Section I-597 of the General Statutes of North
Carolina.
This _day of
Swornito an subsc ibed before m
day of (00
My Commission Expires 36 QS
PUB00

2/14/01
Facility Name Reidsville WWTP
NPDES # NCO024881
Qw (MGD) 7.5
7Q10s (cfs) 7.4
/WC (%) 61.10
c'ving Stream Haw River
Stream Class C-NSW
FINAL RESULTS
Cd
Max. Pred Cw
_
15.24 ug/I
Allowable Cw
3.3 ug/I
Max. Value
6
cr
Max. Pred Cw]
0 ug/I
Allowable Cw' _
81.8 ug/I
Max. Value
0
Cu
Max. Pred Cw�
30.5 ug/I
_ _ _ _ _
Allowable Cw�
_
11.5 ug/I
_
Max. Value_
25
Cn
Max. Pred Cw
0 ug/I
Allowable Cw
8.2 ug/1
Max. Value
0
Max. Pred Cw
9.75 ug/I
Allowable Cw
-- -- - -
- 40.9 ug/I
Max. Value
5
Max. Pred Cwj
0, ug/I
Allowable Cw _
0.02 ug/I
Max. Value
0
Ni
Max. Pred Cw
34.2 ug/I
Allowable Cw
144.0 ug/I
-- - —
Max. Value
18
- —
Se
-
_
Max. Pred Cw --
- 22.6 ug/I
Allowable Cw
_ 8.2 ug/I
Max. Valuej
10
Ag
Max. Pred Cw
52.5 ug/I
Allowable Cw —
_
0.1 ugd
Max. Value
_ - 25
Zn
_
Max. Pred 6y
160.5 ug/I
Allowable Cw
81.8 ug/I
Value--
- 107
_Max.
MBAS
Max. Pred Cw
1.2245 mg/I
Allowable Cw
0.8 mg/I
Max. Value
0.79
Mn
Max. Pred Cw
432.6 ug/I
Allowable Cw
4091.4 ug/I
Max. Value
103
�i

As
Max. Prod Cw,
0 ug/I
Allowable Cw
81.83 ug/I
Max. Value
5
Sb
—
Max. Pred Cw
ug/I
Allowable Cw
7037.20 ug/I
Max. Value
l -_ _ .
Max. Pred Cw
10.4 mg/I
Allowable C_w'
2.95 mg/I
Max. Valued
2,
2/14/01

U %rameter Cd m Parameter Cr Chromium Cucopper Cadmium - -----
Standard 2 /1 1 Standard = 50 ligA ::Standard = 7 ��/l
n, B-DL=1 /2DL �kctual Data I RESULTS---,- n DL=1/2DL-tual Data RESULTS n 3DI-=11/2DINctual Dat RESULTS
1 0.51<11 Std Dev. 0.939729635 r 1 Std Dev. #DIV/O! 1 19.5 19.5 Std Dev. 2.3549
21 0.51<1 1 J Mean I 0.804347826 j j 2 Mean #DIV/01 2 23 23 Mean 19.455
3 0.5i<Il 1C.V. 1.168312521 3 (IjY6 C.V. #DIV/O! 3 20 201 C.V. 0.11211�
1 T
41 0.5 <1 41 4 2020,,
51 1 <2 5 5 17 17
0.5 <I I_! Wit Facto 4 2.54 6 Muft Factor = 6, 17 17 Mult Fact
71 .5jj <1 I Max. Value Max. value q �gk:** 17.51 17.5 Max. Value 25
6 7 ! i 71.--- i--
1
0.51 < I Max.�/ 8 ;Max.1
8 ax. Pred 15.24 pg MPred Oijig/: 15: Max.-Pred 30!5jig/
17 Allowable C 11.46 jig/
91
9 0-5T, < I Allowable C 3.27 /ig/ 91 Allowable 0 81.831 17
101 0.5, < 1 1010 17 17
11 0.5'<I 20 20
12 0.5 <1 12 12 18 18
131 0.5 <1 131 13 21 21
14: I!<2 1-4. 19. 19
151 0.5'<1 15! 15' 22 22 16 0.51<1 16 21 16j
17 20' 201
21
_0.51<1 17
1
181 0.51<1 18 18 20.520.61
19 0.51 < 1 19 19 251 251
0.51<1 20 20 22 221
220 0.51 < 1 21 21 181 181
22; 0.51 < 1 1 22 22 18.5 18.5
23 31 3�' 23 23
24. 2 2 24 24
25; 0-5! < 1 25 251
26I 0.5 <1 26 26
27: 0.%1 27 27
281 1 <2
J! 28 28
29 6 611 I 29 29
301 0.5 <1 1 30, 30'
1
311 1 <2 31 31
321 1 i<2 32 321
331 2.5 <5 $�. �33 331
34 0.51<1 34' 34
0.5?<l 35
36,
36' 0.5 <1 36!
37
3T 0.5i<l 37
1<1
38.
38 0.5 38,
t$ 39� 39 39!
40 0.51<1 40 401
41 0.51 < 1 41 411
42 0.51 < 1 42 I 421
43, 0.5 -1 43 431
0.51 < 1
j4-- 1 44

45 0.5 <1 45 45
46. 0.5.<1
til4ro1

rameter = Cn Cyanide
Parameter = Pb
Lead
parameter = Hg Mercury
tandard = 5 � _
:;standard =I
25 Ng/I
:::Standard = 0.012
n BDL=1/2DL%ctual Dati RESULTS
..
n DL=1/2D ctual
Data RESULTS, - - ::::::_. _
RESULTS
- n DL=1 /2DIActual Data ' _ _ --
1
Std Dev.
#DIV/O!
,.
1
1 <2 -
Std Dev. 1.1509', ::.::
--}-1.5261�^
1'�----�-- t iStd Dev. i #DIV/O!-
--- - __—_.--mean --- � 1
2
Mean
#DIV/O!
2
1 <2
Mean —
2T #DIV/0! _
3
C.V.
#DIV/0!
3
1 <2
i C.V. 10.7542
3 ' ! C.V. , #DIV/O!
4
4!
-- 51<10
��-- - � -
4
::::,
6
Mult Factor =
61
1 <2
Mulf Facto 1.95 :`°°`
6 Mult Factor =
7
Max. Value
0 Ng/l
7
1 <2
Max. Value, 54u /f
7 _ — Max. Value _ O:p
8
9
Max. Pred (
Allowable C
0 ,ug/l.
8.18 `Ngll
8
9'
1 <2
1 !<2
_
Max. Pr89/1_ed I 9.75
- 'TAllowable 40.9 1!fig/l-
-8'}-- Max. Pred
91 -^-- . `Allowable C 0.02'Ng
10 LI.�
10
1 <2
10 ~
11
1 <2
-- ---- --- ---- —
11 CaJLc50
12
13
12
13
1 <2
1, <2
12
13 -ek l L
14
141
5i<10
14
15
_'
:�
15
1'<2
- -
15
16
16:
1 <2 -
16
17
- - •
,
1, <2
- . --
- - - ---
17
18
-
-- -17
18
-
--•
18 --
19
- - -- -
20 - - -
- _ — +-
- - -
- - 19 - 1'<2
20 , 1► <2
-1- - --
1 -- --1 - -
0' - -- -
21
:.
23
23 �
--
1 ! <2
...
- - - 1 _ _
23 ---- - -
24
24
1, <2
i
24,
25
25
1, <2
__-__�---
- v
25!
26
26,
1 <2
26 _
27
_
- - -
-- 271
1 1<2
27
28,
28
& <10
28
29
291
1 <2
_
29
31
31
1'<2
31 I
32
32'
3.2 '
3.2 ,
33
33 ,
21
211 --
-- 331
34
34
1.5 <3
34
35
35
1 <2
35
36
36
- - - -- -
3
-
38
38 1.5 , <3
38
39
39
_ 1.5 <3
39
401
401
5 < 10
}
40
41
-
- - -
- -
41'
1.5 -<_3
41
42
42
1.5 <3
421 - -- - - --
43
:;
43
1.5 1 <3
43
I I
! !
44
1.5 1 <3
(( I
44 j

45] _ LL --- 45' 1.51<3 45
46
46 1.5' <- S 46
2/14101

lr= Ni
Nickel
Orameter I Se Selenium
P
rameter=Ag silver
88JEgf�_
T--
:$tandard 5�
::::Standard
jig/I
n DL=1/Wkctual Data RESULTS
n;BDL=1/2D�ctual Data RESULTS
n3DL=1/2Dj ctual Dataj RESULTS
1
131
13 , Std Dev. 4.103571
'Mean
1 5! < 10 1,Std Dev.
2.0863
11 12.5 <25 Std Dev.
21
14L__
14 13.625
2 101 Mean
5.3125
--21 2.51 <51 Mean
31
1811
18C.V. 0.30118
3 51<10 C.V.
i 0.39271
12.5i <251 !C.V.
41
18:
181
4, 51<10
i
4 4 12.5 <25 i
5
12,
12�'
51 2.5 <5
5 12.5 <25
61
5 <10
Mult Facto 1.9
6 5j<10 Mult Facto
51 Max. Value;
2.26
1 0I/4X*-,,;
6 12.5 <25, Mult Facto
7 12.5 'Max. VaIu(
7
15*
15, Max. Value 18jpg/lj�;:
7 1<10
<25
&
14
14 Max. Pred c, v 34.2 jpg/(::
q� <10 j Max. Pred
22.6]yg&:
8 2.5 <5 1 Max. Pred
9
10
121
131
141
15
16:
17
18
19;
20,
21_,--
22!
Allowable 144.02,jjg/f:;-: 9
1 Allowable
8.181/ig/(:
:
9
1
12.5
<25
Allowable
10
101
12.5
<25
ill
12.5
<251
12
121
12.5
i
<2511
1 Q
1qI
or,
I
rml
'Us
8.5264
15.1591
0.56251
- -- 1-1
-2.1
251
52.5
0.10
14
15
141
2.51
<5
< 50
151
25
16
16�
25
< 50
7j
18
18
25
< 50
19
19
25
< 50
20!
20
1
<2
21
21
25
< 50
22
22
25
< 50
2/14/01

rameter Mn In Zinc I ::P.arameter=IMBAS 1 11 Parameter
randard=[501/ig/l
11
1
-Standard =
0.51
mg/1
2500
pg/l
-
T
n DL 1/2DlkctualjD:a±taRESULTS�
n 3DL=1/2D
ctual Data
RESULTS
n
BDL=1/2DLkctual
Data
RESULTS
56!. 561
1 Std Dev. 17.8395;
1
0.1
0.11
Std Dev.
0.16801
1
37
3711
Std Dev.
31.4431
2 107 107
Mean 61.45241
2
0.25
0 .2511
Mean
1 0.36005
2
29
2911
Mean
48.3333
3 65 651
i N. 1 0.2903
31
<1
0.05
C.V.
0.466621
3
103
103
1 C.V.
0.65055
4
641
41 <1
0.05
4
68 68
5
6�
--64;1
68
49.5
68
49.5 j I Mult Facto 1.5
5i 0.2
6 0.22
T--
0.2 l
0.22 Mult Facto 1.55
0.141 �Max. Valu 0.79
--- T-
5
6
__T
34 34
19; 19 Mult Facto l 4.2
Max. Value 103./ig/
71 601 60 ''Max. Value� 107 /ig/l':*:* 7� 0.141
-9-4TFM-ax.
81
94�
Pred
160
8 0.112�
0. 12 Max. Predl-l.-2-2-45'-
8
Max. Pred 432.6.pg/
91
41
41;:Allowable C
�3 1 pg tl
81.831
9L-- 11
0.051 Allowable C
0.82 mg#::
9
Allowable C 4091.40 ugl
%
60,
601 i 1
101 0.121
0.12
0.2
0.05
10
11
112�
111 761 761
111
0.2
121 501 5011
12,
<1
131
14
631
86
63
86�
13
14
<11'
<1
0.05
0.05
15 621 62! 1 15 0.11 0.11 I 151
161 34; 34 I 16 0.57 0.5711 116'�
17, 481 48: 17 0.64 0.6411 17
IQ nia n 19
19;
59
591
191
0.5
0.5
19
0.36
0.36
201
20 48, 48 201
21
3
391 i
21
0.241
0.24
21
0.29
0.29
22
2
22
0.34
0.34
231
23
23
0.491
0.49
24
24;
25!'
24
25
0.79
0.79
25
26
26,
0.42
0.42
26j
271
27
0.4 2
0.412
271
28,
281 I
0n .29 ,
0.21
281
291
291
0.36
0.36
291
301
301
0.36
0.36
30
31
31
0.5i'
0.5
31
32
32
0.33.
0.331,
32
331
33i
0.39
0.39�
33!
341
341
0.58
0.581
34
351
35
0.41
0.4
35,
361
36!
0.48
0.48
36,
371
37'
0.4 0.4
371
381
391
381
391
0.6!
0.41
0.6
0.4 I
381
39
40
40
0.
0.5
40,
41
i1
410.1
0.1
411
42',
42
0.4
0.4
42
43,
431
0.4
0.4
431
44:
44,
0.6
0.6
441

451 45 0.31 0.3 451
4646 <2 0.1 46 1 1
471 47 0.41 0.4 1 47
2/14/01

Parameter =
As
Arsenic
Parameter = I Sb Antimony
Standard =
50
,ug/l
Standard = 4300 pug/I
n
_
BDL-�
1/2DL
Actual Data
__--_----_.;--_-- - --��
RESULTS
- -- ----1--- — -_ _--+-- --- - -_. .
n; BDL=1/2DL ' Actual Data l ,RESULTS
1:
21
5
5
<10 i Std Dev.
<10 ; . Mean
0.88388348
4.6875
1
_ Std Dev.
2
Mean
3!
5
_
<10 _ C_ .V. 0.18856181
3
_
C.V.
4
5<10
j; -- -
4'
—
- _ 5
2.5 <5 — }-�
51
#DIV/0!
#DIV/0!
#DIV/0!
6
7. -__-
8
_ 91
- 10. --
- 11'
5 <10
___r
_ 5 ! <10
5 <10
f
---
j
�Mult Factor =
Max. Value 5
Max. Pred C` 0
Allowable C 81.83
6
7
8
9
10
11
Mult Factor =
_
_
Max. Value
0
Max. Pred C
0
Allowable C
7037.20
-
14�
� t
121
131
14j
2/14/01

Parameter = Fl
Fluoride
Standard =
1.81mg/l
Actual
Data 1RESULTS
11
0.81:
0.8 Stcl Dev. 0.612008
0.5�
0.60083333
0.5
0 s.C. V. �--1.018598611
1.2i
12
---51
61
0.05 1
Mult Factor 5.2
V 7
0.06 <.I
Wax. Value 2
0.11
0.11,
Max. Pred C 10.4
9'
0.05
< 1
Allowable Do
2.94581
1.1
1.1
.10�
11
08
0.8
12
2
2
13
141
2/14/01

" u
NPDES/Non-Discharge Permitting Unit Pretreatment Information Request Form
NPDES OR NONDISCHARGE PERMITTING UNIT COMPLETES THIS PART:
Date of Reques
V12/00
Facility
Reidsville WWTP
i3�Lk
1-4-9 f6-
Permit#
NCO024881
Re ion
Winston-Salem
Requestor
Teresa Rodriguez
�v✓��(ti�(r
Pretreatment
AD Towns- Keyes McGee (ext. 580)
Contact
E-L Towns- Vacant Position
M-R Towns- Dana F011ey (ext. 523)
S-Z Towns- Steve Antigone (ext 592)
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 isINACTIVE
has no SIU's and does not have a Division approved Pretreatment Program
&21hefacilfit,
acility has a Pretreatment Pro ram
is Full Pro with LTMP or 2b) Ls Modified Program with STMP
4) the facility MUST develop a retreatment Program - Full Modified
5) additional conditions regarding Pretreatment attached or listed below
Flow
Permitted Actual STMP time frame:
% Industrial
.9'3}0 f . a 3 most recent
% Domestic
d.3bR 3 (f 4/01 next cycle
L
Pollutant
T
Check List
POc due to
M
NPDESINon•
STMP
LTMP
Discharge
Required
Required by
Frequency at
Frequency at
P
Permit Limit
by EPA'
503SIudge"
POCdueto SlU"'
Site specific POC(Provide Explanallony"'
effluent
effluent
BOD
♦
✓
4
TSS
4
NH3
r. 0 ,4-01
4
Arsenic I
✓
4
t
Cadmium
v
4
•
Chromium
✓
4
•
Copper
✓
✓
4
✓
Cyanide
✓
4
11 Q
M
Lead
✓
✓
✓
4
Q
M
✓
Mercury 4P✓
✓
4
Q
Ex
•
Molybdemium
4
Q
M
Nickel
4
Q
M
✓
Silver
✓
✓
4
Q
M
Selinium
_V _
4
Q
M
Zinc
V
✓
✓
4
Q
M
r
as
✓
4
1 Q
M
taor,clw
4
Q
M
1 �
MUh L-PD �^
4
Q
M
0.iMwiw,rAw�
o."tar
4
Q
M
C O�
4
Q
M
4
Q,
M
'Always in the LTMP
"Only in the LTMP if the POTW land applies sludge
•" Only in LTMP while the
SW is connected to the POTW
"• Only in LTMP when the pollutant Is a specific concert to the POTW (le- Chloride to a POTW who accepts Textile waste)
Q-- Quarterly
M
(4 P •
Comments:
k•T/ A q .q, �/(�t 15 F'-!^�CA.�p•y.� ,ti/J d��r
t r't 5
p0 2 re red v w.
a -c
Sol-rce iKues��ig(cA. zn1�_-,_ilut iv I0rfedLO;A-s SoC -V PI
NPDES_Pretreatment.request.form.000e04 vt•a(r^V 4Q Vt5 • P V tw hPLs Yv�a�¢ Sl 1, VAicA w+ p✓-V YPS s.
Revised: August 4,2000 l V j� 9
52 a rvL a 4a �- ot c �l ct'r 1 .t 5 Oi r d C u rrP �'f s`}A

Reidsville
Subject: Reidsville
Date: Thu, 08 Feb 2001 11:49:05 -0500
From: Dana Folley <Dana.Folley @ ncmail.net>
To: Teresa Rodriguez <Teresa. Rodriguez@ ncmail.net>
CC: Dianne Reid <[e-mail]>, Tom Poe <[e-mail]>
It looks like the 3/1/93 NPDES permit had antimony and manganese
monitoring requirements in it, so the POTW added these parameters to
their LTMP. These parameters were removed from the 12/1/95 NPDES
permit. When the POTW submitted an updated LTMP on 12/15/99, my
response pointed out that these parameters were no longer in the NPDES
permit. Also, with manganese while they do an SIU with a limit for
manganese (which would normally mean the parameter must be in the LTMP),
since there is no water quality standard, they can't really do a
Headworks. So the upshot was that these parameters could be taken out
of the LTMP, but we recommended periodic monitoring for manganese. The
POTW took them out with a 4/28/00 submission which we approved on
6/26/00. This explains the DMR data stopping after 4/00 as you noted.
I was following up on the EPA criteria for manganese you told me about
and it turns out per Dianne Reid that the 100 ug/l is for salt water so
I assume it should not apply to Reidsville...you may want to check this
out with Susan. Dianne had given me an aquatic life value from a data
search (i.e., not an official NC water quality standard or EPA criteria)
of 2,500 ug/l or 2.5 mg/1 on 6/21/00.
Hope this helps! Let me know if you find anything different!
Dana Rees Folley
Environmental Chemist II
Division of Water Quality
Water Quality Section
Pretreatment Unit
1617 MAIL SERVICE CENTER
RALEIGH, NC 27699-1617
telephone: [phone] x523
facsimile: [phone]
http://h2o.enr.state.nc.us/Pretreat/index.html
1 of 1 2/9/01 11:12 AM

IWC Calculations
Reidsville WWTP
NCO024881
Prepared By: Teresa Rodriguez
Enter Design Flow (MGD): 7.5
Enter s7010(cfs): 7.4
Enter w7Q10 (cfs):
Residual Chlorine
Ammonia (NH3 as N)
(summer)
7Q10 (CFS)
7.4
7Q10 (CFS)
7.4
DESIGN FLOW (MGD)
7.5
DESIGN FLOW (MGD)
7.5
DESIGN FLOW (CFS)
11.625
DESIGN FLOW (CFS)
11.625
STREAM STD (UG/L)
17.0
STREAM STD (MG/L)
1.0
UPS BACKGROUND LEVEL (1
0
UPS BACKGROUND LEVEL
0.22
IWC (%)
61.10
IWC (%)
61.10
Allowable Conc. (ug/1)
28
Allowable Conc. (mg/1)
1.5
Ammonia (NH3 as N)
(winter)
7Q10 (CFS)
0
Fecal Limit
200/100ml DESIGN FLOW (MGD)
7.5
(If DF >331; Monitor)
DESIGN FLOW (CFS)
11.625
(If DF <331; Limit)
STREAM STD (MG/L)
1.8
Dilution Factor (DF)
1.64 UPS BACKGROUND LEVEL
0.22
IWC (%)
100.00
Allowable Conc. (mg/1)
1.8
INPDES Servor/Current Versions/IWC
3/6/01

City of Reidsville 1100 Vance Street, Reidsville, North Carolina 27320
[phone] • Fax [phone]
PUBLIC WORKS DEPARTMENT
May 25, 2000
Mr. Charles It Weaver, Jr. CERTIFIED P 158 362 692
NC Department of Environment & Natural Resources RETURN RECEIPT REQUESTED
Division of Water Quality —NPDES
P. O. Box 29535
Raleigh, NC 27626-0535
Re: NPDES Permit Renewal Application — City of Reidsville
Dear Mr. Weaver:
Please find attached an original and copy of the City of Reidsville's NPDES renewal application submitted
for your consideration.
If you require any further information to process this request please contact either Ms. Nadine Blackwell,
Hydro Management Services, Inc., at [phone] or myself at the above address and phone.
Thank you for your consideration.
Sincerely,
Steven L. Routh
Director
Attachments
Cc: Nadine Blackwell, Hydro Management Services
D. Kelly Almond, City Manager
®Recycled
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DUNR - WFriF.it leLt,:.11Y

NC DENR / DWQ j NPDES PERMIT APPLICATION - STANDARD FORM A
Municipal Facilities with permitted flows > 1 MGD or with. pretreatment programs
SECTION I11. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a separate Section 11l for each Significant Industrial User.
1. Significant Industrial User (SIU)
An SIU has (or could have) significant impact on the POTW receiving the wastewater or upon the quality of effluent from the receiving POTW.
Specifically, an SIU:
• has a flow of 50,000 gallons or more per average workday;
• has a flow greater than 5 percent of the total flow carved by the municipal system m receiving the waste, or
• has a toxic material in its discharge.
It may be necessary to alter these administrative criteria in certain cases, such as an instance where two or more contributing industries in
combination can produce an undesirable effect on either the municipal facility or the quality of its effluent.
Name of SIU Beta Systems
Street address 1209 Freeway Drive
City Reidsville County Rockingham
State North Carolina Zip Code 27320
Telephone Number ( 336 24 2-0306
Fax Number ( 336) 342-9969
e-mail address
2. Primary Product or Raw Material
Specify either the principal product or the principal raw material and the maximum quantity per day produced or consumed.
Quantities are to be reported in the units of measurement for each SIC category at the facility. SIC categories should use the units of
measurement normally used by that industry.
Product
Raw Material
Quantity
Units
Hydrant refueling carts
100
ea/yr
3. Flow
Indicate the volume of water discharged into the POTW and whether this discharge is intermittent or continuous
0.001 MGD
fi Intermittent Continuous
4of4

f j
NC DENR / DWQ / NPDES PERMIT APPLICATION - STANDARD FORM A
Municipal Facilities with permitted flows > 1 MGD or with. pretreatment programs
SECTION 111. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a separate Section Ill for each Significant Industrial User.
1. Significant Industrial User (SIU)
An SIU has (or could have) significant impact on the POTW receiving the wastewater or upon the quality of effluent from the receiving POTW.
Specifically, an SIU:
• has a flow of 50,000. gallons or more per average workday;
• has a flow greater than 5 percent of the total flow carried by the municipal system m receiving the waste, or
• has a toxic material in its discharge.
It may be necessary to alter these administrative criteria in certain cases, such as an instance where two or more contributing industries in
combination can produce an undesirable effect on either the municipal facility or the quality of its effluent.
Name of SIU AMI Doduco
Street address 1704 Barnes Street
City Reidsville County Rockingham
State North Carolina Zip Code 27320
Telephone Number ( 336 ) 342-2381
Fax Number (336 ) 342-4012
e-mail address
2. Primary Product or Raw Material
Specify either the principal product or the principal raw material and the maximum quantity per day produced or consumed.
Quantities are to be reported in the units of measurement for each SIC category at the facility. SIC categories should use the units of
measurement normally used by that industry.
Product Raw Material Quantity. Units
Thermastatic Material 1 300,000 lbs./mon
3. Flow
Indicate the volume of water discharged into the POTW and whether this discharge is intermittent or continuous
0.006 MGD [] Intermittent a Continuous
h
4of4

NC DENR / DWQ / NPDES PERMIT APPLICATION - STANDARD FORM A
Municipal Facilities with permitted flows > 1 MGD or with. pretreatment programs
SECTION 111. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a separate Section /it for each Significant Industrial User.
1. Significant Industrial User (SIU)
An SIU has (or could have) significant impact on the POTW receiving the wastewater or upon the quality of effluent from the receiving POTW.
Specifically, an SIU:
• has a flow of 50,000 gallons or more per average workday;
• has a flow greater than 5 percent of the total flow carded by the municipal system m receiving the waste, or
• has a toxic material in its discharge.
It may be necessary to alter these administrative criteria in certain cases, such as an instance where two or more contributing industries in
combination can produce an undesirable effect on either the municipal facility or the quality of its effluent.
Name of SIU Un i f i
Street address 2920 Vance Street Extension
City Reidsville County Rockingham
State North Carolina Zip Code 27320
Telephone Number (336 ) 427-4051
Fax Number (336 ) 427-1529
e-mail address
2. Primary Product or Raw Material
Specify either the principal product or the principal raw material and the maximum quantity per day produced or consumed.
Quantities are to be reported in the units of measurement for each SIC category at the facility. SIC categories should use the units of
measurement normally used by that industry.
Product
Raw Material
Quanti
Units
Texture Polyester Yarn
43,500
lbs./day
Dyed Polyester Yarn
432500
lbs./day
3. Flow
Indicate the volume of water discharged into the POTW and whether this discharge is intermittent or continuous
0.811 MGD
[] Intermittent f] Continuous
P
4of4

V
t ,
NC DENR / DWQ / NPDES PERNUT APPLICATION - STANDARD FORM A
Municipal Facilities with permitted flows > 1 MGD or with. pretreatment programs
SECTION III. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a separate Section III for each Significant Industrial User.
1. Significant Industrial User (SIU)
An SIU has (or could have) significant impact on the POTW receiving the wastewater or upon the quality of effluent from the receiving POTW.
Specifically, an SIU:
• has a flow of 50,0W. gallons or more per average workday;
• has a flow greater than 5 percent of the total flow carried by the municipal system m receiving the waste, or
• has a toxic material in its discharge.
It may be necessary to alter these administrative criteria in certain cases, such as an instance where two or more contributing industries in
combination can produce an undesirable effect on either the municipal facility or the quality of its effluent.
Name of SIU Bohme Filatex
Street address 209 Watlington Industrial Drive
City Reidsville County Rockingham
State North Carolina Zip Code 27320
Telephone Number ( 336) 342-6631
Fax Number ( 336) 342-1208
e-mail address
2. Primary Product or Raw Material
Specify either the principal product or the principal raw material and the maximum quantity per day produced or consumed.
Quantities are to be reported in the units of measurement for each SIC category at the facility. SIC categories should use the units of
measurement normally used by that industry.
Product
Raw Material
Quantity
Units
Finishing Chemicals for
Textile '
9,637,11
lbs./yr,
3. Flow
Indicate the volume of water discharged into the POTW and whether this discharge is intermittent or continuous
0.008 MGD
E] Intermittent ® Continuous
4of4

,
NC DENR / DW9 j NPDES PERMIT APPLICATION - STANDARD FORM A
Municipal Facilities with permitted flows > 1 MGD or with. pretreatment programs
SECTION III. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a separate Section Ill for each Significant Industrial User.
1. Significant Industrial User (SIU)
An SIU has (or could have) significant impact on the POTW receiving the wastewater or upon the quality of effluent from the receiving POTW.
Specifically, an SIU:
• has a flow of 50,000. gallons or more per average workday;
• has a flow greater than 5 percent of the total flow carried by the municipal system m receiving the waste, or
• has a toxic material in its discharge.
it may be necessary to alter these administrative criteria in certain cases, such as an instance where two or more contributing industries in
combination can produce an undesirable effect on either the municipal facility or the quality of its effluent.
Name of SIU BTR Sealing Systems
Street address 226 Watlington Industrial Drive
City. Reidsville County. Rockingham
State North Carolina Zip Code 27320
Telephone Number ( 336 ) 634-4000
Fax Number (336 ) 349-4197
e-mail address
2. Primary Product or Raw Material
Specify either the principal product or the principal raw material and the maximum quantity per day produced or consumed.
Quantities are to be reported in the units of measurement for each SIC category at the facility. SIC categories should use the units of
measurement normally used by that industry.
Product
Raw Material
Quantity
Units
Rubber Door seals for
3,740,00
lbs./y
auto industry
3. Flow
Indicate the volume of water discharged into the POTW and whether this discharge is intermittent or continuous
0.053 MGD Intermittent ® Continuous
4of4

NC DENR / DWQ / NPDES PERMIT APPLICATION - STANDARD FORM A
Municipal Facilities with permitted flows > 1 MGD or with. pretreatment programs
SECTION 111. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a separate Section III for each Significant Industrial User.
1. Significant Industrial User (SIU)
An SIU has (or could have) significant impact on the POTW receiving the wastewater or upon the quality of effluent from the receiving POTW.
Specifically, an SIU:
• has a flow of 50,000 gallons or more per average workday;
• has a flow greater than 5 percent of the total How carried by the municipal system m receiving the waste, or
• has a toxic material in its discharge.
It may be necessary to alter these administrative criteria in certain cases, such as an instance where two or more contributing industries in
combination can produce an undesirable effect on either the municipal facility or the quality of its effluent.
Name of SIU Tamco Metal Finishing
Street address Holiday Loop Road
City Reidsville County Rockingham
State North Carolina Zip Code 27320
Telephone Number ( 336) 3 2-2816
Fax Number ( )
e-mail address
2. Primary Product or Raw Material
Specify either the principal product or the principal raw material and the maximum quantity per day produced or consumed.
Quantities are to be reported in the units of measurement for each SIC category at the facility. SIC categories should use the units of
measurement normally used by that industry.
Product
Raw Material
Quantity
Units
Misc. Metal Parts
10
Batches
(nuts, jaws, band, etc.
3. Flow
Indicate the volume of water discharged into the POTW and whether this discharge is intermittent or continuous
0.003 MGD
® Intermittent ❑ Continuous
Jay
4of4

NC DENR / DWQ j NPDES PERAHT APPLICATION - STANDARD FORM A
Municipal Facilities with permitted flows > 1 MGD or with. pretreatment programs
SECTION I11. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a separate Section III for each Significant Industrial User.
1. Significant Industrial User (SIU)
An SIU has (or could have) significant impact on the POTW receiving the wastewater or upon the quality of effluent from the receiving POTW.
Specifically, an SIU:
• has a flow of 50,000. gallons or more per average workday;
• has a flow greater than 5 percent of the total flow carried by the municipal system m receiving the waste, or
• has a toxic material in its discharge.
It may be necessary to alter these administrative criteria in certain cases, such as an instance where two or more contributing industries in
combination can produce an undesirable effect on either the municipal facility or the quality of its effluent.
Name of SIU Ball Corporation
Street address 1900 Barnes Street
City Reidsville County Rockingham
State North Carolina Zip Code 27320
Telephone Number ( 336) 342-4711
Fax Number ( 336) 342-7360
e-mail address
2. Primary Product or Raw Material
Specify either the principal product or the principal raw material and the maximum quantity per day produced or consumed.
Quantities are to be reported in the units of measurement for each SIC category at the facility. SIC categories should use the units of
measurement normally used by that industry.
Product
Raw Material
Quantity
Units
Aluminum Cans
1,700;0W,0
0 Cans/
3. Flow
Indicate the volume of water discharged into the POTW and whether this discharge is intermittent or continuous
0.122 MGD
Intermittent :K] Continuous
rr.
4of4

r
NC DENR / DWQ / NPDES PERAHT APPLICATION - STANDARD FORM A
Municipal Facilities with permitted flows > 1 MGD or with. pretreatment programs
SECTION III. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a separate Section M for each Significant Industrial User.
1. Significant Industrial User (SIU)
An SIU has (or could have) significant impact on the POTW receiving the wastewater or upon the quality of effluent from the receiving POTW.
Specifically, an SIU:
• has a flow of 50,000. gallons or more per average workday;
• has a flow greater than 5 percent of the total flow carried by the municipal system m receiving the waste, or
• has a toxic material in its discharge.
It may be necessary to alter these administrative criteria in certain cases, such as an instance where two or more contributing industries in
combination can produce an undesirable effect on either the municipal facility or the quality of its effluent.
Name of SIU Plastic Revolutions
Street address 103 W. Harrison Street
City Reidsville County Rockingham
State North Carolina Zip Code 27320
Telephone Number ( 336) 349-2800
Fax Number ( 336) 349-2818
e-mail address
2. Primary Product or Raw Material
Specify either the principal product or the principal raw material and the maximum quantity per day produced or consumed.
Quantities are to be reported in the units of measurement for each SIC category at the facility. SIC categories should use the units of
measurement normally used by that industry.
Product
Raw Material
Quantity
Units
Recycled Plastic
20 to 40
thousand
lbs/da
3. Flow
Indicate the volume of water discharged into the POTW and whether this discharge is intermittent or continuous
0.005 MGD [] Intermittent F] Continuous
E
4of4

NC DENR / DWQ / NPDES PERMIT APPLICATION - STANDARD FORM A
Municipal Facilities with permitted flows > 1 MGD or with. pretreatment programs
SECTION 111. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a separate Section II! for each Significant Industrial User.
1. Significant Industrial User (SIU)
An SIU has (or could have) significant impact on the POTW receiving the wastewater or upon the quality of effluent from the receiving POTW.
Specifically, an SIU:
• has a flow of 50,000 gallons or more per average workday;
• has a flow greater than 5 percent of the total flow carried by the municipal system m receiving the waste, or
• has a toxic material in its discharge.
It may be necessary to alter these administrative criteria in certain cases, such as an instance where two or more contributing industries in
combination can produce an undesirable effect on either the municipal facility or the quality of its effluent.
Name of SIU Commonwealth Brands
Street address 301 North Scales Street
City Reidsville County Rockingham
State North Carolina Zip Code 27320
Telephone Number { 336) 634-4200
Fax Number ( )
e-mail address
2. Primary Product or Raw Material
Specify either the principal product or the principal raw material and the maximum quantity per day produced or consumed.
Quantities are to be reported in the units of measurement for each SIC category at the facility. SIC categories should use the units of
measurement normally used by that industry.
Product Raw Material Quantit
y Units
Cigarettes illion
4.9 i arett
3. Flow
Indicate the volume of water discharged into the POTW and whether this discharge is intermittent or continuous
0.100 MGD intermittent [3 Continuous
s
4of4

NC DENR / DWQ / NPDES PERNHT-APPLICATION - STANDARD FORM A
Municipal Facilities with permitted flows > 1 MGD or with. pretreatment programs
SECTION III. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a separate Section III for each Significant Industrial User.
1. Significant Industrial User (SIU)
An SIU has (or could have) significant impact on the POTW receiving the wastewater or upon the quality of effluent from the receiving POTW.
Specifically, an SIU:
• has a flow of 50,000. gallons or more per average workday;
• has a flow greater than 5 percent of the total flow carded by the municipal system m receiving the waste, or
• has a toxic material in its discharge.
it may be necessary to alter these administrative criteria in certain cases, such as an instance where two or more contributing industries in
combination can produce an undesirable effect on either the municipal facility or the quality of its effluent.
Name of SIU FCR Plastics
Street address 606-B Walters Street
City Reidsville County Rockingham
State North Carolina Zip Code 27320
Telephone Number ( 336) 342-4749
Fax Number ( 336) 342-9841
e-mail address
2. Primary Product or Raw Material
Specify either the principal product or the principal raw material and the maximum quantity per day produced or consumed.
Quantities are to be reported in the units of measurement for each SIC category at the facility. SIC categories should use the units of
measurement normally used by that industry.
Product
Raw Material
Quantity
Units
Plastic Pellets
30 to 40
lbs./ye
3. Flow
Indicate the volume of water discharged into the POTW and whether this discharge is intermittent or continuous
0.054 MGD
F] Intermittent ® Continuous
r
4
H
4 of 4

CITY OF REIDSVILLE
NPDES Permit Renewal
TREATMENT DESCRIPTION
The Reidsville wastewater treatment facility is an advanced wastewater treatment plant
designed for an average flow of 7.5 MGD. The current plant consists of coarse screening,
grit removal, influent pumping, aeration basins with mechanical aerators, final clarifiers,
single media shallow sand filtration, disinfection by chlorination, dechloriatin, flow
measurement and effluent pumping, through a six -mile effluent pipeline into the Haw River.
(See schematic for component capacities.)
SLUDGE MANAGEMENT PLAN
The City of Reidsville has a land application permit, No. WQ0002376, which permits 783.6
acres of land. The City disposes of approximately 1000 dry tons of sludge on an annual
basis.

v
POTENTIAL FACILITY CHANGES
1. Currently the City is feeding powdered activated Carbon through the bag handling
system originally designed to feed lime to the aeration basins for pH control The
City is evaluating the installation of either a bulk bag system or a silo system to
replace the addition of Carbon at the old lime feed system.
2. Depending upon the State's inclusion of limits for Total Nitrogen and Total
Phosphorus, the city may be required to install additional treatment units to meet the
limits.

V f i_" "
DRAINAGE
SLUDGE DRYING BED
CIZ FEED
INFLUENT AERATION
FINAL
INFLUENT RAGS
GRIT
LIFT
BASINS
CLARIFIERS TERTIARY
CLEAR
57814Gals
STATION
5.4 MG
1.95 MG FILTERS
WELL
27227 GALS
DECHLOR
H
N
PARSHALL
RAS
v
FLUME
Q
o
v
Z
WASTE B.W.
oc
w
a.
co
3
FINAL
LAND
SLUDGE
SLUDGE
AERATION
APPLICATION
STORAGE
AEROBIC
THICKENERS
47964 Gal
BASINS
DIGESTERS
235620 Gal.
2.22 MG
EFFLUENT
CITY OF REIDSVILLE WASTEWATER TREATMENT PLANT

i
TELEPHONE RECORD
Date: �� ���, Project:
Time: io : oo A4
' ❑ i Return MrJ Mrs. �'�Q*f n Representing:
❑ Call to Address
❑ Call from
Telephone: FAX:
Subject:
NOTES/ SUMMARY
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NEEDED FOLLOW-UP ACTION(S) BY WHOMIWHEN
1. 1.
2. 2.
3. 3.
4. 4.
5. 5.
cc: Signed