NC0025445_Permit (Issuance)_20021209

NPDES DOCUMENT SCANNING COVER SHEET
NC0025445
Randleman WWTP
NPDES Permit:
Document Type: ,,"
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Inspection
Speculative Limits
Instream Assessment (67b)
Environmental
Assessment (EA)
Permit
History
Document Date:
December 9, 2002
This document is printed on reuse paper - ignore any
content on the resrerise side

Michael F. Easley, Govemor
State of North Carolina
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
December 9, 2002
David B. Cotton
Town Manager
101 Hillary Street
Randleman, North Carolina 27317
Subject: Issuance of NPDES Permit NC0025445
Randleman WWTP
Randolph County
Dear Mr. Cotton:
Division staff have reviewed and approved your renewal application for an NPDES discharge permit. Accordingly, the Division
is forwarding the subject NPDES permit. This permit is issued pursuant to the requirements of North Carolina General Statute
143-215.1 and the Memorandum of Agreement between North Carolina and the U.S. Environmental Protection Agency dated
May 9, 1994 (or as subsequently amended).
This final permit contains the following changes from the draft permit previously sent to you:
➢ The monitoring frequencies have been modified to Class III intervals. The Randleman WWTP is a Class III facility.
➢ A special condition was added requiring annual pollutant scan monitoring of the effluent. The Division is implementing
the annual monitoring requirement for all POTWs with effluent flows greater than 1.0 MGD or with pre-treatment
programs. The total set of samples collected during the permit cycle shall represent seasonal variations. The
requirement to monitor for these pollutants is part of the information required by the Federal regulations (40 CFR 122)
for municipal facilities.
➢ The Division recently implemented a new policy for permits with monthly average ammonia limits. The policy requires
that weekly average limits be added for municipal facilities. The weekly average limit is established based on a ratio of
3:1 (monthly average: weekly average). The corresponding weekly average limits in your permit are 6.0 mg/L for the
summer and 12.0 mg/L for the winter.
If any parts, measurement frequencies, or sampling requirements contained in this permit are unacceptable to you, you have the
right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this letter. This request must be
in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, North Carolina 27699-6714. Unless such a demand is made, this
permit shall be final and binding.
This permit 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, the Division of Land Resources, the Coastal Area Management Act, or any other federal or local
governmental permit. If you have any questions concerning this permit, please contact Teresa Rodriguez at telephone number
[phone], extension 595.
Sincerely,
JRIGINAL SIGNED B.
SUSAN A. WILSON
Alan W. Klimek, P.E.
Director
cc: Central Files
Winston Salem Regional Office, Water Quality
Technical Assistance & Certification Unit
Aquatic Toxicology Unit
EPA Region IV
NPDES Unit
North Carolina Division of Water Quality
1617 Mail Service Center
Raleioh, North Carolina 27699-1617
AwA
[phone] NCDENR
FAX [phone] Customer Service
On the Internet at htto://h2o.enr.state.nc.us/ 1 800 623-7748

Permit NC0025445
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 Randleman
is hereby authorized to discharge wastewater from a facility located at the
Randleman WWTP
Applewood Road southeast of Randleman
Randolph County
to receiving waters designated as the Deep River in the Cape Fear River Basin in accordance with effluent
limitations, monitoring requirements, and other conditions set forth in Parts I, II and III hereof.
The permit shall become effective January 1, 2003.
This permit and the authorization to discharge shall expire at midnight on August 31, 2006.
Signed this day December 9, 2002.
JRIGINAL SIGNED BY
SUSAN A. \NILSON
Alan Klimek
Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0025445
SUPPLEMENT TO PERMIT COVER SHEET
The City of Randleman is hereby authorized to:
1. Continue to operate an existing 1.745 MGD wastewater treatment facility located off
Applewood Road southeast of Randleman in Randolph County. This facility discharges
via outfall 001 and includes the following wastewater treatment components:
• Grit removal
■ Mechanical bar screen
• Four extended aeration basins
• Four clarifiers
• Chlorine contact chamber
• Cascade aerator
■ Traveling filter bridge
• Three aerobic digesters
2. Discharge from said treatment works into the Deep River, a Class C stream in the Cape
Fear River Basin, at the location specified on the attached map.

Latitude: 35°48'24"
Longitude: 79°47'00"
Quad: Randleman, N.C.
Stream Class: C
Subbasin: 30608
Receiving Stream: Deep River
NC0025445
City of Randleman
WWTP
SCALE 1:211000

Permit NC0025445
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:
CHARACTERNT ISTICS IS ICS
EFFLUENT LIMITATIONS
MONITORING REQUIREMENTS
Monthly
Average
Weekly
Average
Daily
Maximum
Measurement
Frequency
Sample
Type
Sample Location'
Flow
1.745 MGD
Continuous
Recording
Influent or Effluent
BOD, 5-day, 20°C 2
(April 1- October 31)
5.0 mg/L
7.5 mg/L
3/Week
Composite
Influent and Effluent
BOD, 5-day, 20°C 2
(November 1— March 31)
10.0 mg/L
15.0 mg/L
3/Week
Composite
Influent and Effluent
Total Suspended Solids2
30.0 mg/L
45.0 mg/L
3/Week
Composite
Influent and Effluent
NH3 as N
(April 1- October 31)
2.0 mg/L
6.0 mg/L
Weekly
Composite
Effluent
NH3 as N
(November 1 - March 31)
4.0 mg/L
12.0 mg/L
Weekly
Composite
Effluent
Total Residual Chlorine
28.0 pg/L
3/Week
Grab
Effluent
Fecal Coliform (geometric mean)
200/100 ml
400/100 ml
3NVeek
Grab
Effluent
pH3
3/Week
Grab
Effluent
Dissolved 0xygen4 -
3/Week •
Grab
Effluent
Conductivity
3/Week
Grab
Effluent
Temperature
3/Week
Grab
Effluent
Total Nitrogen (NO2+NO3+TKN)
Monthly
Composite
Effluent
Total Phosphorus
Monthly
Composite
Effluent
Total Cadmium
3.9 pg/L
Weekly
Composite
Effluent
Total Lead
25.0 pg/L
Weekly
Composite
Effluent
Total Mercury5
0.034 pg/L
Weekly
Composite
Effluent
Total Chromium
2/month
Composite
Effluent
Total Nickel
2/month
Composite
Effluent
Total Cyanide
2/month
Grab
Effluent
Total Fluoride
2/month
Composite
Effluent
Total Copper
2/month
Composite
Effluent
Total Zinc
2/month
Composite
Effluent
Total Silver
2/month
Composite
Effluent
Chronic Toxicity6
Quarterly
_ Composite
Effluent
Notes:
1. See A. (2.) for instream monitoring requirements.
2. The monthly average effluent BOD5 and TSS 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. Beginning on or before September 1, 2003, analysis for mercury shall conform to sampling and analytical techniques specified in test method
EPA 1631. For this new method, sample type shall change from "composite" to "grab."
6. Chronic Toxicity (Ceriodaphnia) at 35% with testing in January, April, July and October (see A. (3)).
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit NC0025445
A. (2) INSTREAM MONITORING REQUIREMENTS
EffluentMonitoring
Characteristics
Requirements
Measurement Frequency
Sample Type
Sample Location
Dissolved Oxygen
June -September
3/week
Grab
Upstream at Fox Street,
Downstream at Worthville Bridge
October -May
1/week
Temperature
June -September
3/week
Grab
Upstream at Fox Street,
Downstream at Worthville Bridge
October -May
1/week
Conductivity
June -September
3/week
Grab
Upstream at Fox Street,
Downstream at Worthville Bridge
October -May
1/week
Total Cadmium
Quarterly
Grab
Upstream at Fox Street,
Downstream at Worthville Bridge
Total Lead
Quarterly
Grab
Upstream at Fox Street,
Downstream at Worthville Bridge
Total Chromium
Quarterly
Grab
Upstream at Fox Street,
Downstream at Worthville Bridge
Total Nickel
Quarterly
Grab
Upstream at Fox Street,
Downstream at Worthville Bridge
Total Mercury'
Quarterly
Grab
Upstream at Fox Street,
Downstream at Worthville Bridge
Notes:
1. Beginning on or before September 1, 2003, analyses for mercury shall conform to sampling and analytical
techniques specified in test method EPA 1631.
As a participant in the Cape Fear River Basin Association, the instream monitoring requirements as stated above
are waived. Should your membership in the agreement be terminated, you shall notify the Division immediately
and the instream monitoring requirements specified in your permit shall be reinstated.
As per 15A NCAC 2B.0505 (c) (4), stream sampling may be discontinued at such time as flow conditions in the
receiving waters or extreme weather conditions will result in a substantial risk of injury or death to persons
collecting samples. In such cases, on each day that sampling is discontinued, written justification for the
discontinuance shall be specified in the monitoring report for the month in which the event occurred. This
provision shall be strictly construed and may not be utilized to avoid the requirements of 15A NCAC 2B.0500
when performance of these requirements is attainable. When sampling is discontinued pursuant to this provision,
stream sampling shall be resumed at the first opportunity after the risk period has ceased.
A. (3) 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 35%.
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.
(continued on next page)

Permit NC0025445
If the test procedure performed as the first test of any single quarter results in a failure or ChV below the permit limit,
then multiple -concentration testing shall be performed at a minimum, in each of the two following months as described
in "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent
versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest
concentration having no detectable impairment of reproduction or survival and the lowest concentration that does have
a detectable impairment of reproduction or survival. The definition of "detectable impairment," collection methods,
exposure regimes, and further statistical methods are specified in the "North Carolina Phase II Chronic Whole Effluent
Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TGP3B for the
pass/fail results and THP3B for the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent to the
following address:
Attention: 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 NC0025445
A. (4) Effluent Pollutant Scan
The permittee shall perform an annual pollutant
Nitrate/Nitrite
Total Kjeldahl nitrogen
scan
of its treated effluent for the following parameters:
1,2-dichloropropane
1,3-dichloropropylene
Oil and grease Ethylbenzene
Total dissolved solids Methyl bromide
Hardness
Antimony
Arsenic
Beryllium
Cadmium
Chromium
Copper
Lead
Mercury
Nickel
Selenium
Silver
Thallium
Zinc
Cyanide
Total phenolic compounds
Volatile organic compounds:
Acrolein
Acrylonitrile
Benzene
Bromoform
Carbon tetrachloride
Chlorobenzene
Chlorodibromomethane
Chloroethane
2-chloroethylvinyl ether
Chloroform
Dichlorobromomethane
1, 1-dichloroethane
1,2-dichloroethane
Trans-1,2-dichloroethylene
1, 1-dichloroethylene
1. The total set of samples
variations.
2. Samples shall be collected and analyzed in accordance with analytical methods approved under 40 CFR Part
136.
3. Unless indicated otherwise, metals must be analyzed and reported as total recoverable.
4. Test results shall be reported to the Division in DWQ Form- DMR-PPA1 or in a form approved by the
Director, within 90 days of sampling. Two copies of the results shall be submitted along with the DMRs to
Central Files to the following address: Division of Water Quality, Water Quality Section, 1617 Mail Service
Center, Raleigh, North Carolina 27699-1617.
Methyl chloride
Methylene chloride
Bis (2-chloroethyl) ether
Bis (2-chloroisopropyl) ether
Bis (2-ethylhexyl) phthalate
4-bromophenyl phenyl ether
Butyl benzyl phthalate
2-chloronaphthalene
1,1,2,2-tetrachloroethane 4-chlorophenyl phenyl ether
Tetrachloroethylene Chrysene
Toluene Di-n-butyl phthalate
1,1,1-dichloroethane Di-n-octyl phthalate
1, 1 ,2-trichloroethane Dibenzo(a,h)anthracene
Trichloroethylene 1,2-dichlorobenzene
Vinyl chloride
Acid -extractable compounds:
P-chloro-m-creso
2-chlorophenol
2,4-dichlorophenol
2,4-dimethylphenol
4,6-dinitro-o-cresol
2,4-dinitrophenol
2-nitrophenol
4-nitrophenol
Pentachlorophenol
Phenol
2,4,6-trichlorophenol
Base -neutral compounds:
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(a)anthracene
Benzo(a)pyrene
3,4 benzofluoranthene
Benzo(ghi)perylene
Benzo(k)fluoranthene
Bis (2-chloroethoxy) methane
1,3-dichlorobenzene
1,4-dichlorobenzene
3,3-dichlorobenzidine
Diethyl phthalate
Dimethyl phthalate
2,4-dinitrotoluene
2,6-dinitrotoluene
1, 2-diphenylhydrazine
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclo-pentadiene
Hexachloroethane
Indeno(1,2,3-cd)pyrene
Isophorone
Naphthalene
Nitrobenzene
N-nitrosodi-n-propylamine
N-nitrosodimethylamine
N-nitrosodiphenylamine
Phenanthrene
Pyrene
1,2,4-trichlorobenzene
analyzed during the current term of the permit must be representative of seasonal

Ja\leo stir.
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
<m REGION 4
ATLANTA FEDERAL CENTER
�61 FORSYTH STREET
�yl_< ewsceG= ATLANTA, GEORGIA 30303-8960
JUL 0 3 2002
Ms. Teresa Rodriguez
North Carolina Department of Environment and
Natural Resources
Division of Water Quality
NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
L
JUL 8 20G2
8 2002
CEP(R - W1TER QUALITY
POINT SOURCE BRANCH
SUBJ: NPDES Permit for City of Randleman WWTP
Permit No. NC0025445
Dear Ms. Rodriguez:
In accordance with the EPA/NCDENR MOA, we have completed review of the draft
permit referenced above and we have no objections to the draft permit conditions. We request
that we be afforded an additional review opportunity only if significant changes are made to the
permit prior to issuance, or if significant comments objecting to the permit are received.
Otherwise, please send us one copy of the final permit when issued.
If you have any questions, please call me at [phone].
Sincerely,
Marshall Hyatt, Environmental Scientist
Permits, Grants and Technical Assistance Branch
Water Management Division
Internet Address (URL) • http://www.epa.gov
Recycled/Recyclable • Printed with Vegetable Oil Based Inks on Recycled Paper (Minimum 30% Poslconsumer)

g/C,-a6:-�
L�,J; %
s
- WTER QUALITY
SI,,OCE FRANCH

OFWATFRn C��
// , o //P -tyG
Michael F. Easley. Governor
�145` ; - G4/ r William G. Ross Jr.. Secretary
,j ) � / f( ort�i Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
David B. Cotton
101 Hilliary Street
Randleman, North Carolina 27317
Dear Mr. Cotton:
May 29, 2002
R=rr_.i11FD
- C EHNR
J U N 0 6 2002
Subject: NPDES Draft Perrririlj n ;:01;_Saloi:.
Permit no. NC002 445
` ion} GffiCik
Randleman
Randolph County
Please find enclosed the DRAFT permit for the subject wastewater treatment plant for your
review and comment. The draft permit includes the following changes from your previous
permit:
• The effluent page for 1.5 MGD was eliminated from the permit.
The Division may re -open this permit to require weekly average limits for ammonia. After
calculating allowable concentrations, the Division will perform an analysis of past ammonia
data to determine if there is a reasonable potential for this discharge to exceed these potential
limits. If there is, this permit will be re -opened. If there is not, the permit will not be re-
opened, but will contain weekly average limits for ammonia upon renewal.
Mercury continues to be a water quality concern throughout North Carolina. Holders of
NPDES permits have worked with the state to reduce potential risks from this pollutant,
including tasks associated with collecting and reporting more accurate data. The most
commonly used laboratory analysis (EPA Method 245.1) has a detection limit of 0.2 ug/L while
the current water quality standard is an order of magnitude lower at 0.012 ug/L. A more
recently approved analytical test (EPA Method 1631) should produce a detection limit below the
level of the standard. This will allow the Division to assess potential water quality impacts
from discharges more accurately. Therefore, beginning on or before September 1, 2003,
you will be required to begin using EPA Method 1631 when analyzing for mercury.
Please provide any comments you have regarding the draft permit to this office by July
5, 2002. At this time, the Division is also publishing a notice in the newspapers of general
circulation in Randolph County, inviting public comment on the draft permit. Following the
30-day comment period, we will review all pertinent comments received and take appropriate
action on the permit renewal.
If you have any questions concerning the draft permit or the other requirements for your
facility, please call me at [phone], extension 595.
Cc:
NPDES Files
U.S. EPA Region 4
Winston-Salem Regional Office
Aquatic Toxicology Unit
Sincerely,
bOw �aC�
Teresa Rodriguez
NPDES Unit
ASSIGNED TO
DUE DATE
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer Visit us on the INTERNET @ www.enr.state.nc.us
560

Permit No. NC0025445
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,
City of Randleman
is hereby authorized to discharge wastewater from a facility located at
101 Hilliary Street
Randleman
Randolph County
to receiving waters designated as the Deep 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.
The permit shall become effective .
This permit and the authorization to discharge shall expire at midnight on August 31, 2006.
Signed this day .
DRAFT
Gregory J. Thorpe, Ph.D.
Acting Director
.I ivision of Water Quali
By Au onty o i e nvironmental Management Commission

•
Permit No. NC0025445
SECTION A. (2.) INSTREAM MONITORING REQUIREMENTS
Effluent Characteristics
Monitoring Requirements
Measurement Frequency
Sample Type
Sample Location'
Dissolved Oxygen
June -Sept
3/week
Grab
U, D
October -May
1/week
Temperature
June -Sept
3/week
Grab
U. D
October -May
1/week
Conductivity
June -Sept
3/week
Grab
U, D
October -May
1/week
Total Cadmium
Quarterly
Grab
U,D
Total Lead
Quarterly
Grab
U,D
Total Chromium
Quarterly
Grab
U,D
Total Nickel
Quarterly
Grab
U,D
Total Mercury2
Quarterly
Grab
U,D
Notes:
1. Sample locations: U- Upstream at Fox Street, D- Downstream at Worthville Bridge.
As a participant in the Cape Fear River Basin Association, the instream monitoring requirements as stated
above are waived. Should your membership in the agreement be terminated, you shall notify the Division
immediately and the instream monitoring requirements specified in your permit shall be reinstated.
.s pe 15A NCAC 2B.0505 (c) (4), stre - stream sampling may be discontinued at such time as flow conditions
in the eceoivin: aters or extreme - er conditions will result in a substantial risk of injury or death to
persons • - : g samples. In such cases, on each day that sampling is discontinued, written justification for
the discontinuance shall be specified in the monitoring report for the month in which the event occurred. This
provision shall be strictly construed and may not be utilized to avoid the requirements of 15A NCAC 2B.0500
when performance of these requirements is attainable. When there is a discontinuance pursuant to this
provision, stream sampling shall be resumed at the first opportunity after the risk period have ceased.
2. Beginning on or before September 1, 2003, analysis for mercury shall conform to sampling and analytical
techniques specified in test method EPA 1631. For this new method, sample type shall change from
"composite" to "grab."

DENR / DWQ /NPDES Unit
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES Permit No. NC0025445
Facility Information
Applicant/Facility Name:
City of Randleman / Randleman WWTP
Applicant Address:
101 Hilliary St., Randleman, North Carolina
Facility Address:
101 Hilliary St., Randleman, North Carolina
Permitted Flow:
(-1:5
�4r t
- __..:
MGU=--- - , ,.. .
Type of Waste:
Domestic 64 % / Industrial 36
Facility/Permit Status:
Renewal
County:
Randolph
Miscellaneous
Receiving Stream:
Deep River
Regional Office:
Winston-Salem
Stream Classification:
C
State Grid / USGS Quad:
D 19 SE/Randleman
303(d) Listed?
No
Permit Writer:
Teresa Rodriguez
Subbasin:
03-06-08
Date:
5/21/02
Drainage Area (mi2):
180
. rtify.., : ,.
jerce
�...
Lat. 35° 48' 24" N Long.
r;
79° 47' 00" W
Summer 7010 (cfs)
5.0
Winter 7Q10 (cfs):
/�
12
30Q2 (cfs)
32
Average Flow (cfs):
171
IWC (%):
35
Permit Issues - The City of Randleman is requesting the reneweal of their permit. The location
of the discharge is downstream from the proposed Randleman dam. The stream flow
characteristics will probably change due to the construction of the dam. Since this information is
not yet available, the existing flow characteristics will be used for this permit renewal. When the
construction of the dam is completed the permit limits will be adjusted accordingly.
Facility Description - The facility consists of grit removal, mechanical bar screen, four
extended aeration basins, four clarifiers, chlorine contact chamber, cascade aerator, traveling
bridge filter and three digesters.
Pre -Treatment — The City has a pre-treatment program with three significant industrial users.
The average flow from pre-treatment sources averages 0.3548 MGD. This represents 39 % of
the flow to the WWTP.
Waste Load Allocation (WLA) - The last waste load allocation was done in 1995. Limits for
BOD, ammonia, cadmium, lead and mercury are water quality limited. Cadmium was detected
upstream of the discharge, therefore a background concentration of 1 pg/I was used to develop
the limit for cadmium. The limit for lead was set at the standard because instream
concentrations were higher than 25 pg/l. The facility joined the Cape Fear River Monitoring
Coalition and discontinued their monitoring upstream and downstream. Data is collected by the
coalition in a monitoring station downstream, but there is no upstream station close to the
discharge. Since there is no actual data for the upstream levels for cadmium and lead the limits
will remain the same as in the previous permit.
Fact Sheet
Renewal -- NPDES Permit NC0023256
Page 1

Basin Plan - The Deep River is rated as partly supporting because an impaired biological
community. The benthic data for the site at Randleman shows improvement over the years and
is classified as Good -Fair.
COMPLIANCE REVIEW
The current limits for 1.745 MGD flow are:
Parameter
Monthly Ave Limit
Weekly Ave Limit
Daily Max Limit
BOD (summer)
5 mg/I
7.5 mg/I
BOD (winter)
10 mg/I
15 mg/I
Ammonia (summer)
2 mg/l
Ammonia (winter)
4 mg/1
TSS
30 mg/l
45 mg/I
Fecal Coliform
200/100 ml
400/100 ml
Total Residual Chlorine
28 pg/I
Total Cadmium
3.9 pg/I
Total lead
25 pg/I
Total Mercury
0.034/4/I
Notices of Violation (NOVs) — The City of Randleman has received several notices of
violations in the past three years: September 1999 for fecal coliform, February 2000 for TSS,
April 2000 for ammonia and lead, May and June 2000 for mercury, July and August 2000 for
fecal coliform, June 2001 for lead and August 2001 for cadmium.
Whole Effluent Toxicity (WET) Test - The permit requires a ceriodaphnia chronic toxicity
pass/fail test at 35 % effluent. They passed all the toxicity tests since January 1998.
DMR Effluent Data Review - DMR data was reviewed from January 1999 to December 2001.
The average flow was 1.087 MGD. Average summer BOD was 2.09 mg/I, average winter BOD
was 3.09 mg/I. Ammonia averaged 0.48 mg/I in the summer and 1.18 mg/I in the winter. TSS
values were usually reported as less than 5 mg/I.
Reasonable Potential Analysis (RPA) — Reasonable potential was done for cadmium, nickel,
lead, cyanide, chromium, mercury, copper, zinc, silver and fluoride.
Cadmium -The maximum predicted concentration, 19.91 pg/I, is higher than the allowable
concnetration, 3.9 pg/I. No change to the actual limit is recommended.
Nickel — The maximum predicted concentration 217.6 pg/I, is less than the allowable
concentration of 250.7 pg/I. Continue with 2/month monitoring.
Lead — The maximum predicted concentration, 67.2 pg/I is higher than the allowable
concnetration of 25 Argil. No change to the actual limit is recommended.
Cyanide - The maximum predicted concentration, 11.2 pg/I, is less than the allowable
concentration of 14.2 pg/I. Continue with 2/month monitoring.
Chromium - The maximum predicted concentration, 60.8 pg/I is less than the allowable
concentration of 142.4 pg/I. Continue with 2/month monitoring.
Mercury - The maximum predicted concentration, 4.9 pg/I is higher than the allowable
concnetration of 0.034 pg/I. No change to the actual limit is recommended.
Copper - The maximum predicted concentration, 84 pg/I, is higher than the allowable
concnetration of 19.9 pg/I. This is an action level parameter, monitoring will continue 2/month.
Fact Sheet
Renewal -- NPDES NC0025445
.Page 2

Zinc - The maximum predicted concentration, 193.7 pg/I, is higher than the allowable
concnetration of 142.4 pg/I. This is an action level parameter, monitoring will continue 2/ month.
Silver - The maximum predicted concentration, 192.5 pg/I is higher than the allowable
concnetration of 171 pg/I. This is an action level parameter, monitoring will continue 2/ month.
Fluoride - The maximum predicted concentration, 2.17 mg/I is less than the allowable
concentration of 5.13 mg/I. Continue with 2/month monitoring.
Instream Monitoring The City is a member of the Cape Fear River Association. The
association has sampling stations upstream and downstream of the discharge.
PROPOSED MODIFICATIONS
• Eliminate effluent page for 1.5 MGD. The capacity of the treatment system was increased to
1.745 after modifications to the treatment system were completed in January 1997 and all
the units were placed in service.
PROPOSED SCHEDULE OF ISSUANCE
Draft Permit to Public Notice:
Permit Scheduled to Issue:
June 5, 2002.
July 19, 2002.
NPDES UNIT CONTACT
If you have questions regarding any of the above information or on the attached permit, please
contact Teresa Rodriguez at [phone] ext. 595.
NAME: r/ti� /�C �% DATE: 5/0 C7/60
Regional Office Comments
°�� cat, ° / 7'
/2 Gr.1 (Lize-.„
Sec 7z o r, A. t'Z.) /45Ae .., A114 riv /Z
/^FC'c"' i 46 :� Sic'
REGIONAL SUPERVISOR:
2 4,Z
DATE:
NPDES SUPERVISOR: DATE:
Fact Sheet
Renewal -- NPDES NC0025445
Page 3

one very last thought re Randleman
Subject: one very last thought re Randleman
Date: Tue, 25 Jun 2002 08:45:26 -0400
From: [e-mail]
To: [e-mail]
Tom Belnick in his Cramerton permit added language that says once Method
1631 is being used, grab samples can be collected, rather than
composites. We have no problem with this. Wanted to mention this to
you for consistency. Marshall
cat ? ,6v0 t YKJt 0 P2A-'16)-/efik,
1 of 1 7/2/02 7:54 AM

comments on City of Randleman permit - NC0025445
Subject: comments on City of Randleman permit - NC0025445
Date: Tue, 25 Jun 2002 08:07:35 -0400
From: [e-mail]
To: [e-mail]
CC: [e-mail]
pls email us your response to these so we can send a no comment letter.
thanks Marshall
1) This facility has an approved pretreatment program. Our pretreatment
enforcement staff person has asked that we request that the fact sheet
include a statement to say that this NPDES permit requires that the
facility implement its approved pretreatment program.
2) The NC standard form A application was used and is dated prior to Aug
2001. Do you have a
certification from this facility that allows NC to use DMR data as the
basis for saying the application is complete? If so, please send it to
us.
3) Since the previous permit expressed the TRC limit as 28.0 ug/1, we '0
suggest that that it be similarly expressed here.
ha�-
Cx 6,23tkon
1 of 1 7/2/02 7:54 AM

NORTH CAROLINA-
RANDOLPH COUNTY
AFFIDAVIT OF PUBLICATION
Before the undersigned, a Notary Public of said
County and State, duly commissioned, qualified, and
authorized by law to administer oaths, personally
appeared
MARIA PAYNE
who being first duly sworn, deposes and says, that he
(she) is
BUSINESS MANAGER
of The Courier -Tribune, engaged in the publication of
a newspaper known as The Courier -Tribune,
published, issued, and entered as second class mail
in the City of Asheboro, in said County and State; and
that he (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 Courier -Tribune on the
following dates:
July 27, 2002
and that the said newspaper in which such notice,
paper, document, or legal advertisement was
published was, at the time of each and every such
publication, a newspaper meeting all of the
requirements and qualifications of Section 1-597 of
the General Statutes of North Carolina, 1943, as
amended, and was a qualified newspaper within the
meaning of Section 1-597 of the General Statutes of
North Carolina.
This 27th day of July, 2002
Cw�
Sworn to and subscribed before me the 27th
day of July, 2002
0&fNikU) . U turn
Notary Public
My commission expires: 6/19/06
PUBLIC NOTICE
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT
COMMISSION/NPDES UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NC 27699-1517
NOTIFICATION OF INTENT TO
ISSUE A NPDES
WASTEWATER PERMIT
On the basis of thorough staff review
and application of NC General Stat-
ute 143.21, Public law 92-500 and
other lawful standards and regula-
tions, the North Carolina Environ-
mental Management Commission
proposes to issue a National Pollu-
tant Discharge Elimination System
(NPOES) wastewater discharge per-
mit to the person(s) listed below af-
fective 45 days from the publish date
of this notice.
Written comments regarding the pro-
posed permit will by accepted until
30 days after the publish date of this
notice. All comments received prior
to that date are considered in the fi-
•nal determinations regarding the pro-
posed permit. The Director cf the NC
Division of Water Quality may decide
to hold a public meeting for the pro-
posed permit should the Division re-
ceive a significant degreo of public
Interest. •
Copies of the draft permit and other
'supporting information on file used to
determine conditions present in the
draft permit are available upon re-
quest and payment of the costs of
reproduction. Mail comments and/or
requests tor Information to the NC
Division of Water Quality at the
above address or call Ms. Christie
•Jackson at [phone], exten-
`slon 538. 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 27604-1148 between
-the hours of 8:00 a.m. and 5:00 p.m.
Ito review information on file.
'NPDES Permit Number NC0025445,
'Randleman, City WWTP Randle -
"man, 101 Hllliary St., Randleman,
;NC 27317 has applied for a permit
...renewal for a facility located in Ran-
.dolph County discharging treated
,wastewater into Deep River in the.
••Pape Fear River Basin. Currently
'aOD, ammonia, cadmium, lead and
`mercury are water quality limited.
-This discharge may affect future allo-
cations in this portion of the receiving
stream.
1 t 7/27/02

Whole Effluent Toxicity Testing Self -Monitoring Summary April 23, 2002
FACILITY REQUIREMENT YEAR JAN FEB MAR AI'R MAY JUN JUL AUG SEP OCT NOV DEC
Princeton WWTP Perm chr lim: 7% 1998 --
NC0026662/001 Begin:8/12000 Frequency: Q Mar Jun Sep Dec + NonComp: Single 1999 —
County: Johnston Rcgion: RRO Subbasin: NEU06 2000 —
PF: 0.275 Special 2001 ._
7Q10:550 IWC(%):7.19 Order: 2002 -
--
Fail
Pass
Pass
Pass
Pass
Pass
Pass — Fail
Pass — Pass
Pass -- Pass
Pass Pass
Pass
Pass.Pass
Pass
Pass
Pass
PYA/Monarch Inc Pcnn chr lira: 90% (Grab) 1998 --
NC0085561/001 Begin:8/1/1996 Frequency: Q P/F + Mar Jun Sep Dec NonComp:Single 1999 —
County: Mecklenburg Rcgion: MRO Subbasin: CTB34 2000 —
PF: 0.0216 Special 2001 —
7Q10:0.0 IWC(%):100 Order: 2002 —
N
N
N
N
N
N
N
N
R.P. Scherer/Chelsea Laboratories Pcrm chr lim: 90% (Grab) 1998 — — — — Fail Fail Fall Pass — Fall
NC0084344/001 Begin:I/12001 Frequency: Q Feb May Aug Nov + NonComp:Singlc 1999 Pass NR — — Pass -- — Pass -- -. Pass
County: Union Rcgion: MRO Subbasin: YAD14 2000 — Pass — — Fail >100 84.9 Fall <60 84.9 H
PF: 0.05 Special 2001 — H — — H -- — H — H
7Q10: 0.0 IWC(%):I00.0 Order: 2002 — H
Fail
Raeford WWTP Perm chr lim: 9% 1998 — Late Pass — Pass — — Pass — Pass
NC0026514/001 Begin:7/1/1996 Frequency: Q P/F + Feb May Aug Nov NonComp:Singlc 1999 — Late Pass — Late Pass — Pass — — Pass
County: Hoke Region: FRO Subbasin: CPFIS 2000 — Pass — — Pass -- — Bt — Pass Pass
PF: 3.0 Special 2001 •- Pass — — Pass — Pass --• Pass
7Q10: 49.0 IWC(%):8.67 Order: 2002 — Pass
Raleigh-Neuse WWTP Perm chr lira: 49% 1998 — Pass — — Pass — — Pass
NC0029033/001 Bcgin:7/12000 Frequency: Q Fcb May Aug Nov + NonComp:Singlc 1999 — Pass — Pass •- — Pass
County: Wakc Region: RRO Subbasin: NEU02 2000 — Pass — -- Fad >100(s) >100 >100>100
PF: 60.0 Special 2001 — 17.3(s) >80 >100(s) >100(s) •- — >100(s)
7Q10: 98.7 IWC(%):49.0 Order: 2002 -- >100
Pass
PASS
>80(s)
>100
Ramseur WWTP Penn chr lim: 6.0% 1998 -- — Pass
NC0026565/001 Begin:2/12002 Frequency:0 Mar Jun Sep Dec + NonComp:Single 1999 — Pass
County: Randolph Region: WSRO Subbasin: CPF09 2000 -- — Pass
PF: 0.48 Special 2001 — — Pass
7Q10:11.0 IWC(%):6.3 Order: 2002 Pass
Pass — — Pass -- -- Pass
Pass •-• Pass -- -- Pass
Pass NR/Pass -- Pass
Pass -- — Pass -- -- Pass
Randleman WWTP Perm chr lira: 35 % Y 1998 Pass — — Pass — — Pass — — Pass
NC0025445/001 Begin:8/I/1996 Frequency: Q P/F + Jan Apr Jul Oct NonComp:Singlc 1999 Pass — — Pass — — Pass — — Pass
County. Randolph Region: WSRO Subbasin: CPF08 2000 Pass — — Pass — — Pass — — Pass
PF: 1.745 Special 2001 Pass — — Pass — — Pass — — Pass
7Q10: 5.0 IWC(%):35 Order: 2002 NR/Pass —
RDU Airport Authority-001 Pcrm 24hr LC50 ac monit Rid (grab)
NC0084514/001 Begin:5/12000 Frequency: A
County: Wake Region: RRO Subbasin: NEU02
PF: NA Special
7Q10: 0 I WC(%):I00 Order.
NonComp:
1998 --
1999 —
2000 —
2001 ._ >100
2002 >100 —
H
RDU Airport Authority-002 Pcnn: 24hr LC50 ac monit Rhd (grab) 1998 •-
NC0084514/002 Begin:5/12000 Frequency: A NonComp: 1999 --
County: Wake Rcgion: RRO Subbasin: NEU02 2000 --
PF: NA special 2001 ._
7010:0 IWC(%):100 Order: 2002 >100
>100
— Late —
—
— >100 — —
- 18.3 — —
>100
61.24
RDU Airport Authority-003 Perm 24hr LC50 ac monit epis fthd (grab) 1998 --
NC0084514/003 Begin:5/12000 Frequency: A NonComp: 1999 —
County. Wake Rcgion: RRO Subbasin: NEU02 2000 — -- —
PF: NA Special 2001 _ _ >100
7010:0 IWC(%):100 Order: 2002 >100 --
H
RDU Airport Authority-004 Perm 24hr LC50 ac monit cpis Rhd (grab) 1998 —
NC0084514/004 Begin:5/I2000 Frequency:5OWD/A NonComp: 1999 — — — -- — — -- — — — —
County. Wake Region: RRO Subbasin: NEU02 2000 -- -- — — — — — — — — — H
PF: NA Special 2001 — >100 >100 >100 — — — — — — — >100
7Q10:0 IWC(%):100 Order: 2002 >100 —
Y Pre 1998 Data Available
LEGEND:
PERM = Permit Requirement LET= Administrative Letter - Target Frequency = Monitoring frequency Q- Quarterly; M. Monthly; BM- Bimonthly, SA- Semiannually; A- Annually; OWD- Only when discharging; D- Discontinued monitoring requirement
Begin = First month required 7Q10 = Receiving stream Iow flow criterion (cfs) + = quarterly monitoring increases to monthly upon failure or NR Months that testing must occur - ex. Jan. Apr. Jul. Oct NonComp - Cunent Compliance Requirement
PF = Permitted flow (MGD) 1 W CY. = lnstream waste concentration P/F = Pass/Fail test AC - Acute CHR - Chronic
Data Notation: f- Fathead Minnow; • - Ceriodaphnia sp.; my - Mysid shrimp; ChV - Chronic value; P - Mortality of stated percentage at highest concentration; at - Performed by DWQ Aquatic Tox Unit; 1st - Bad test
Reporting Notation: --- = Data not required; NR - Not reported Facility Activity Status: 1- Inactive. N - Newly Issued(To construct): H - Active but not discharging; t-Morc data available for month in question; • = ORC signature needed
37

Station Ref #
Station Location
STORET Station ID
0
0
c
TEMPERATURE (degrees C)
(00010)
TURBIDITY (NTU) (00076)
SPECIFIC COND.
(umhos/cm,@) (00095)
DISSOLVED 02 (mg/L)
(00300)
PH (SU) (00400)
TSS (mg/L) (00530)
AMMONIA NITROGEN
(mg/L) (00610)
TKN (mg/L) (00625)
NITRATE/NITRITE (mg/L)
(00630)
PHOSPHOROUS,TOTL (mg/L)
(00665)
ARSENIC, TOTAL (ug/L) _
(01002)
30
Deep Rv.
64440000
12/06/00
8.9
5.2
477
6.85
6.90
3.5
1.6
2.3
2.89
2.01
<5
30
@ SR 1129
B4440000
11 /02/01
18.0
2.6
642
4.58
6.82
2.8
1.80
3.1
5.56
3.30
<5
30
B4440000
10/12/01
19.8
672
4.26
6.86
0,42
2.0
7.40
2.80
30
Upstream
B4440000
9/19/01
21.6
522
4.62
6.70
1.69
2.8
11.7
3.74
30
B4440000
8/02/01
24.2
6.2
466
4.54
7.11
5.5
0.42
1.6
2.25
2.24
<5
30
B4440000
7/02/01
27.6
85.0
141
6.06
6.81
68.1
0.17
0.9
2.20
0.63
<5
30
64440000
6/15/01
23.8
9.0
468
2.31
7.17
10.7
8.72
13.7
0.37
1.28
<5
30
B4440000
5/ 11 /01
20.0
4.8
583
4.07
6.98
8.50
0.50
1.7
2.10
2.00
`
30
64440000
4/06/01
13.2
22
251
7.85
7.27
7.3
1.4
2.3
0.88
0.25
<5
30
B4440000
3/15/01
14
11
421
6.24
7.13
8.0
5.2
8
1.3
1.3
<5
30
B4440000
2/16/01
12.8
13.
384
6.28
7.02
5.5
4.1
4.6
0.5
1.52
6
30
64440000
1/18/01
10.8
7.5
602
6.55
7.16
3.5
8.3
_ 13.6
0.66
2.62
5
30
B4440000
12/06/00
8.9
5.2
477
6.85
6.90
3.5
1.6
2.3
2.89
2.01
<5
30
B4440000
11 /21 /00
11.0
4.2
421
5.54
6.79
3.0
2.15
2.5
5.19
1.17
<5
30
134440000
10/11 /00
15.8
1.2
458.3
5.54
6.88
1.0
NR
2.1
NR
. 2.26
<5
30
64440000
9/07/00
20.6
22
294.1
5.41
7.14
11
U*
U*
U*
0.79
<5
30
B4440000
8/03/00
25
23
397.9
4.24
7.05
10.0
U*
0.9
U*
0.83
<5
30
B4440000
7/07/00
27.5
6.4
345.5
5.07
6.96
6.0
U*
U*
U*
1.76
<5
30
B4440000
6/06/00
21.5
4.8
383.1
4.65
6.87
12.0
U*
U*
U*
1.05
6
30
B4440000
5/05/00
16.4
4.9
190.3
7.55
7.42
<1.0
U*
U*
U*
0.07
<5
30
B4440000
4/27/00
14
13
244.9
6.49
6.87
16.0
U*
U*
U*
0.42
<5
Average
18.9
21.2
428.5
_
5.2
7.0
15.2
2.8
4.1
2.5
1.5
6.0
33
B4780000
12/14/01
14.4
24
107
6.83
6.85
12
0.22
0.8
1.99
0.63
33
Deep Rv.
64780000
11/02/01
14.1
6.4
579
12.1
8.02
8.5
0.10
1.2
4.50
1.90
33
nr Rand1eman,
B4780000
10/12/01
17.1 ;
613
10.63
7.66
0.10
1.1
5.55
1.90
33
'@ SR 2117
134780000
9/19/01
19.9
472
9.01
7.58
0.10
1.1
7.90
2.38
33
B4780000
8/02/01
23.7
7.2
192
6.79
7.34
7.5
0.06
0.8
3.22
0.90
33
B4780000
7/02/01
26.1
4.7
308
6.87
7.38
9.5
0.05
0.7
1.44
0.92
33
Upstream
B4780000
6/15/01
24.2
250
325
5.95
7.39
152
1.67
2.8
2.50
0.02
33
B4780000
5/ 11 /01
21.2
1.9
420
7.85
7.66
2.00
0.04
0.6
1.20
0.83
33
134780000
4/06/01
12.2
18
189
9.10
7.45
6.7
0.4
0.9
0.97
0.16
33
B4780000
3/15/01
12
20
221
7.98
7.36
18.0
1.3
2.3
1.8
0.55
33
134780000
2/16/01
12.1
13
315
7.8
7.38.
2.0
1.1
2
1.7
0.89
33
,
64780000
1/18/01
6.3
3.8
400 .
' 11.36
7.81
2.0
3.0
4.3
2.05
0.77
Average `
17.0
42.3
341.9
8.3
7.5
26.3
0.5
1.4
3.0
0.9
#DIV/01
/�/c� oo 2 5--5iti

tation Location
ISTORET Station ID
d
a
ch
CADMIUM, TOTAL (ug/L)
(01027)
CHROMIUM, TOTAL (ug/L)
(01034)
OPPER, TOTAL (ug/L)
01042)
IRON, TOTAL (ug/L) (01045)
LEAD, TOTAL (ug/L) (01051)
MANGANESE, TOTL (ug/L)
(01055)
NICKEL, TOTAL (ug/L)
(01067)
ZINC, TOTAL (ug/L) (01092)
ALUMINUM, TOTAL (ug/L)
(01105)
FECAL COLIFORM (CFU/100
mL) (31613)
CHLOROPHYLL A (mg/m3)
(32209)
MERCURY, TOTAL (ug/L)
(71900)
Deep Rv.
,B4440000
12/06/00
0.07
3.5
3
<50
0.6
6
20
<50
116
<0.2
@ SR 1129
B4440000
11 /02/01
<0.04
<0.7
2.5
200
0.74
5.5
31
<50
est 382
<0.2
B4440000
10/12/01
Upstream
B4440000
9/19/01
B4440000
8/02/01
0.12
<0.7
4.9
420
1.1
5.5
29
100
92
<0.2
134440000
7/02/01
0.06
4.3
7.2
1,400
7.8
8.5
27
1,100
7,200
<0.2
134440000
6/15/01
<0.04
1.2
<2.0
660
<0.2
4.4
5.7
120
>120000
<0.2
B4440000
5/11 /01
0.07
2.3
5.1
550
1.1
6.8
28
100
1,500
B4440000
4/06/01
<0.04
0.9
2.4
1,000
0.3
3.0
7.2
670
900
<0.2
B4440000
3/15/01
0.27
5.8
4.6
750
1
6.1
19
320
148
<0.2
B4440000
2/16/01
0.06
2.4
4
740
0.7
4
17
300
94
<0.2
B4440000
1/18/01
<0.04
1.4
4
470
0.6
<2
6
70
6,400
<0.2
B4440000
0.07
3.5
3
<50
0.6
6
20
<50
116
<0.2
B4440000
0.1
1.8
4
350
0.6
8.2
14
150
940
<0.2
B4440000
0.1
2.1
5
-
360
1.2
7
43
160
>9,300
<0.2
B4440000
<0.04
2
5
1100
0.6
3
12
770
540
<0.2
B4440000
0.13
1.3
5
1200
0.8
4
26
770
370
<0.2
B4440000
<0.04
<0.7
6
450
0.9
<2
31
180
940
<0.2
B4440000
<0.04
1.9
4
580
0.6
4
10
140
2,100
<0.2
B4440000
0.09
3.8
2
690
<0.2
<2
<5
<50
80
<0.2
Average
B4440000
0.14
<0.7
4
1100
0.7
3
20
1100
480
<0.2
0.5
3.1
160.8
662.E
1.9
3.0
5.5
19.3
435.0
1968.4
B4780000
12/14/01
480
Deep Rv.
134780000
11 /02/01
-
34
nr Randlema
B4780000
10/12/01
'@ SR 2117
B4780000
9/19/01
B4780000
8/02/01
88
B4780000
7/02/01
62
Upstream
B4780000
6/15/01
est 2000
B4780000
5/1.1/01
25
B4780000
4/06/01
56
134780000
3/15/01
220
134780000
2/16/01.
80
B4780000
1/18/01. .
Average
#DIV/0!
#DIV/0!
136.7
#DIV/0!
#DIV/0! "

Station Ref #
Station Location
STORET Station ID
m
a
0
TEMPERATURE
(degrees C) (00010)
TURBIDITY (NTU)
(00076)
SPECIFIC COND.
(umhos/cm 4t)
(00095)
DISSOLVED 02
(mg/L) (00300)
PH (SU) (00400)
TSS (mg/L) (00530)
AMMONIA
NITROGEN (mg/L)
(00610)
TKN (mg/L) (00625)
NITRATE/NITRITE
(mg/L) (00630)
PHOSPHOROUS,TOTL
(mg/L) (00665)
ARSENIC, TOTAL
(ug/L) (01002)
34
B4800000
12/14/01
12.4
70
9.15
6.97
30
<5
34
Deep Rv.
B4800000
11 /02/01
15.6
6.0
462
10.0
7.44
5.3
<5
34
@ SR 2128
B4800000
10/12/01
17.1
479
9.32
7.05
34
B4800000
_
9/19/01
20.2
368
8.13
7.39
34
Downstream
B4800000
8/02/01
22.6
25
211
6.75
7.61
6.5
<5
34
B4800000
7/02/01
27.0
4.2
309
7.48
7.47
7.0
<5
34
B4800000
6/15/01
25.2
9.7
270
7.55
7.81
7.2
<5
34
B4800000
5/1 1 /01
22.2
5.1
377
8.10
7.58
5.50
<5
34
64800000
4/06/01
12.8
22.0
161
9.48
7.52
7.0
<5
34
B4800000
3/15/01
16
16.0
1,030
7.99
7.51
_
16.0
<5
34
B4800000
2/16/01
15.9
7.0
1,035
7.72
7.57
5.0
<5
34
B4800000
1/18/01
12.5
5.1
1,067
9.44
7.53
4.5
<5
34
9
B4800000
12/06/00
10.7
5.5
1058
8.84
7.47
1.0 *
<5
34
9
B4800000
11 /21 /00
11.9
4.8
826
8.08
7.75
8.5
<5
34
9
B4800000
10/ 11 /00
18.8
0.7
1505
7.81
7.75
1.0
<5
34
9
84800000
9/07/00
22.4
2.8
1109
6.78
6.98
15
<5
34
9
B4800000
8/03/00
27
3.6
983
6.14
7.63
4.0
<5
34
9
64800000
7/07/00
25.9
7.2
815.0
6.71
7.50
18.0
<5
34
9
64800000
6/06/00
23.0
6.2
745.0
7.52
7.51
10.0
<5
34
9
B4800000
5/05/00
21.7
4.3
1083.0
7.61
7.59
7.0
<5
34
9
B4800000
4/27/00
17
4.6
979.0
8.28
7.33
6.0
0.92
<5
Average
18.7
15.9
589.3
8.4
7.4
10.9
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!

Station Location
0
8 STORET Station ID
n
o
O
o
o CADMIUM, TOTAL
(ug/L) (01027)
J CHROMIUM, TOTAL
`.) (ug/L) (01034)
o, COPPER, TOTAL
(ug/L) (01042)
IRON, TOTAL (ug/L)
n (01045)
LEAD, TOTAL (ug/L)
o (01051)
MANGANESE, TOTL
(ug/L) (01055)
NICKEL, TOTAL (ug/L)
4(01067)
ZINC, TOTAL (ug/L)
~' (01092)
g ALUMINUM, TOTAL
(ug/L) (01105)
FECAL COLIFORM
g (CFU/100 mL)
(31613)
,•) CHLOROPHYLL A
(mg/m3) (32209)
no MERCURY, TOTAL
iv (ug/L) (71900)
12/14/01
Deep Rv.
64800000
11 /02/01
0.07
6.1
5.1
280
1.50
5.5
21
130
est 18
<0.2
@ SR 2128
64800000
10/12/01
1.0
84800000
9/19/01
1.6
Downstream
64800000
8/02/01
0.11
<0.7
7.6
1300
1.2
5
16
1100
62
2.6
<0.2
B4800000
7/02/01
<0.04
2.5
3.9
450
0.9
4.1
19
200
32
5.6
<0.2
54800000
6/15/01
<0.04
3.3
4.4
680
<0.2
7.2
24
210
est 800
2.9
<0.2
134800000
5/1 1 /01
0.08
2.5
4.5
590
1.0
5.5
11
150
160
2.40
*
64800000
4/06/01
<0.04
1.0
2.7
1,200
0.4
<2.0
<5.0
640
100
3.4
<0.2
134800000
3/15/01
0.55
9.7
8.8
400
2.6
10
30
250
980
<0.2
B4800000
2/16/01
0.17
4.8
12
330
0.7
5
26
260
116
<0.2
B4800000
1/18/01
0.25
4
23
150
1.9
<2
75
170
720
5.4
<0.2
<0.04
3.9
4
510
0.6
2
5
<50
108
<0.2
0.33
11
17
220
1.5
35
68
250
54
<0.2
0.28
4.8
18
140
3.5
6
67
70
36
<0.2
0.22
2.2
14
360
1.1
4
7.8
270
280
U*
<0.2
0.4
4.7
14
300
0.9
6
52
120
130
U*
<0.2
0.07
<0.7
9
550
0.9
<2
25
360
2,400
2.0
<0.2
0.12
3.8
11
630
1.2
3
13
240
280
U*
<0.2
0.23
7.1
23
460
3.3
7
43
130
210
U*
<0.2
0.23
<0.7
19
390
3.8
<2
59
130
510
<0.2
Average
0.2
3.7
6.9
698.9
1.3
5.7
18.9
412.2
1238.3
2.8
#DIV/01

Dec. . j g9c, - A:n..ot,e.C,rx. data, ,e240-
�. (-& &e_ace.
7A. 191,- nC off.
4.cezt.e, dxf.ech--d. 54„...74,c);_t)

CITY OF RANDLEMAN
101 Hilliary Street
Randleman, North Carolina 27317
[phone] / Fax: [phone]
BRUCE M. MOORE, MAYOR
ALDERMEN
Tony Lowe, Mayor pro-tempore
Wade Craven
Joan Wall
J.C. Leonard
Bud Talley
RANDLEMAN WASTEWATER TREATMENT PLANT
3475 APPLEWOOD ROAD
RANDLEMAN, NC 27317
PERMIT# NC 0025445
The Randleman Wastewater Treatment Plant consist of grit removal, mechanical
bar screen and four extended aeration basins; two of which have a capacity of
226,000 gallons each; one with a capacity of 490,000 gallons and the other with a
capacity of 494,800 gallons. There are four clarifiers; two with a capacity of 48,000
gallons; one with a capacity 142,000 gallons and the other with a capacity of 176,900
gallons. This is followed by a chlorine contact chamber, cascade aerator and a
Traveling Filter Bridge with a capacity of 1.75 million gallons a day. There are
three aerobic Digestors with capacities of 71,000 gallons, 260,000 gallons and
450,000 gallons.
The City of Randleman has plans to repair air leaks and replace the existing
blowers with centrifugal blowers. We have possible plans to replace the CL2 with
UV Disinfection and also expand the plant another .5 million gallons a day.

Figure 1.
Digestor 3
450,000 gals
Digester 2
260,000 gals
Digester 1
71,000 gal
TREATMENT UNITS CONSIST
OF AERATION AND
CLARIFICATION
1 INDICATES LOCATION
OF SAMPLE POINT
Flow 1 Plant
Cascade
Aerator
Chlorine
Basin
Filter 1.7mgd
Effluent
Flow 2 —sludgeBasin
No. 4
Aeration Basin #1 226,000 gals
#2 226,000 gals
#3..490,000 gals
#4 494,600 gals.
Clarifier #1 48,000 gals
#2 48,000 gals
#3 142,000 gals
#4 176,900 gals
Basin
No. 3
CITY OF RANDLEMAN
Sampling Location Plan
Headworks Analysis
3475 Applewood Rd
Nc0025445
Sludge T.S.
Basin
No. 2
Basin
No. 1
Splitter Box
Influent
Manhole
1
•

NC DENR / DWQ / NPDES PERMIT APPLICATION - STANDARD FORM A
Municipal Facilities with permitted flows >_ 1 MGD or with pretreatment programs
SECTION 11. BASIC DISCHARGE DESCRIPTION
Complete this section for each present or proposed discharge indicated in Section I.
AU values for an existing discharge should be representative of the twelve previous months of operation.
(If this is a proposed discharge, values should reflect best engineering estimates.)
1. Facility Discharges, Number and Discharge Volume
Specify the number of discharges described in this application and the volume of water discharged or lost to each of the categories below.
Estimate average volume per day in MGD. Do not include intermittent discharges, overflows, bypasses or seasonal discharges from lagoons, etc.
Discharge To:
Number of Discharge Points Total Volume Discharged (MGD)
Surface Water
Deep �:-ye r
/
1 f
Other (describe below)
TOTAL
/
/, J
If 'other' is specified, describe:
2. Outfall Number: 00/
Assign a three -digit number beginning with 001 for the point of discharge covered by the first description. Discharge serial numbers should be
consecutive for each additional discharge described; hence, the second serial number should be 002 , the third 003, etc.
3. Discharge to End Date
If the discharge is scheduled to cease within the next 5 years, give the date (within best estimate) the discharge will end: /V
Give the reason(s) for discontinuing this discharge in your cover letter.
4. Receiving Stream Name
Give the name of the waterway (at the point of discharge) by which it is usually designated on published maps of the area. If the discharge is to an
unnamed tributary, so state and give the name of the first body of water fed by that tributary which is named on the map, e.g., UT to Mclntire Creek,
where McIntire Creek is the first water way that is named on the map and is reached by the discharge.
beef F ver
5. Outfall Structure
Describe the outfall structure and any significant changes since the last permit was issued (repairs, shoreline maintenance, etc.).
/F L,'. ,h 2enc.rete-
h eac Wa J(
3of4

NC DENR / DWQ / 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 111 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 `l -1.. %r WQ trey,
y
940#i -Street address,Q 4
City 7?a/S/e,r, an County 'a idol
State /Y C Zip Code 2 73i '7
Telephone Number
Fax Number
e-mail address
(.334. ) 17q?- 8707
c336 > 0�os1
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
//Qsi e r
2000
/b3/4
3. Flow
Indicate the volume of water discharged into the POTW and whether this discharge is intermittent or continuous
•O// MGD
El -Intermittent 11 Continuous
4of4

' NC DENR / DWQ / NPDES PERMIT APPLICATION - STANDARD FORM A
Municipal Facilities with perrnitted flows >_1 MGD or with pretreatment programs
SECTION 111. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a separate Section 11! 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 e e:i7 gyer 777e ).":
Street address /0/9/01-
City J"and le.?-, a h County Wa nd O< A
State
Telephone Number
Fax Number
e-mail address
Zip Code 2-7 3)
c33�> '7/9A- ?/
(33<o) 5/9 s?- 725z.
Am
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 '
Unitse
,,��
eOn-1L
/
a't e'4
/
/,
51,
n9
3$00V to'
S4/000
g,/da
/ %
3. Flow
Indicate the volume of water discharged into the POTW and whether this discharge is intermittent or continuous
MGD
[r Intermittent [l Continuous
4 of 4

. 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 (t,ryo,t/ea/M Ho3Jer,y
Street address 46 17` Q/? G' F;rCJ e
City R n m a r, County n6/00A
State A/(' Zip Code Z 73/ 7
Telephone Number
Fax Number
e-mail address
) 1/93 - 24.Z
(33c0)
nlA
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
/10.5r
/e ry
zg00
1.12Way
3. Flow
Indicate the volume of water discharged into the POTW and whether this discharge is intermittent or continuous
02 3 MGD
Intermittent
❑ Continuous
4 of 4

NPDES/Non-Discharge Permitting Unit Pretreatment Information Request Form
NPDES OR NONDISCHARGE PERMITTING UNIT COMPLETES THIS PART.
Date of Request
Facility
iQ*YLL-G/I0V \
Permit #
Region
Requestor
VI U Lv e_ i 1
Pretreatment A_D Towns- Keyes McGee (ext. 58))
Contact E-L Towns- Vacaa 'esit on D e (:mo o r-& i G 0 v (...K 5-9 3)
M-R Towns- Dana Folley (ext. 523)
S-Z Towns- Steve Amigone (ext 592) ,�----- �----~-
fr-ra-0( 3/iloi
:t
be,,t4+7)
5-ask-le
A-1-10)
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 facili has no SIU's and does not have a Division approved Pretreatment Program
3) the facility has a eleping) a Pretreatment Prooche
I Pro ram with LTMP or 2b) is Modified Program with STMP
4) the facility MUST develop a Pretreatment Program - Full Modified
5) additional conditions regarding Pretreatrnent attached or listed below
Flow Permitted Actual Aq i _ _
% Industrial C� 0 (p �
STMP time me:
mos re nt
.74- . werr5,,;er
E*`"-
o /
next cle
/o Domestic p . ii13
(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 Evianatton)""'
r
ST •
Fre • ency at
efffuen •
LTMP
Frequency at
effl t
iBOD
V
✓
-
QM
v
TSS
✓
t/
4
Q
M
VNH3
v
,
Arsenic
v
4
.0
M
4
Cadmium
✓
4
✓
✓
a
Q
M
4
Chromium
4
✓
4
Q
M
4
Copper
4
v
v
Q
M
Cyanide
4
Q
M
4
Lead
V
4
v
. v
4 -ex
M
V
Mercury
✓
V
4
Q
M
V
Molybdenum
V
4
Q
M
4
Nickel
4
VV
A
Q
l'
_
Q
M
✓
4
M
_Silver
V
Selenium
7
Zinc
_
—. —
t/
V
4
M
COD
r/
4
M
M
,
M
4
M
•
M
.
M
'Always in the LTMP
"Only in the r.TM° if the POTW land applies sludge
'-' Only in LTMP white the SIU is connected to +he POTW
'--- Onty in LTMP ,.then the pollutant is a specific concern to the POTW (ex -Chlorides for a POTW who accepts Textile waste)
0= Ouanerty
M=Monthly
Comments: -X. As 1\4 0 + 5e - are u.. e ,.c L S a .'1 vt A o. /-- ap v-O f eel 7/.�l
Q� Pd is eN-!rtF.-f RI c, - vevl.1 irk.) w. A,
-iv ikl QS •
version 8i23/00
r3a
NPDES_Pretreatment.request Iorm 000823
Revised: August it. 2000

iciAtA • g
Pi 0
A -1
- (00 5 0000
tt
/
4'1
c 1 1
• , 113 5 Do o 0 - krt- st- P4-
( °(-.)
cfl
(Q.0(
c‘,-,11UL bit0000
(3°11 ac,(104:tun //
- - - -
e)?;.
114 ?Doi)
3 „v9 op
-) 47S1ovo
167,,c 32, Je
3
)I -et -en
Se9tl &J
-AS( 2006,
.F66. 2 000 - u. cuu-e . S
ArALQ .206
PY)
Isrl • Cr,),-vQ_ ,p
wri-e
D s

Checklist for permit renewal
Permit No. moo a54
Application complete ,-evc • 21240 d r"
Date i v�
Signature owner ri« aka '
Industrial Category/SIC code N/Pc vf-rp
Treatment system description Class I Class II Class III
Basin, sub -basin ea -
B sin plan
303(d) list
Compliance review DMR NOV
Instream data review
Water Quality based limits 6OPJ Aynv,1LA, Cct-a-vvwu- ) kr-AA
to r'
- — Dint /cv
-7--
»,% ATC (expansion, new units)
Fact Sheet (note which parameters are water quality limited or effluent limited)
rikijOr I -1qCt-ib
Class IV X
TSS , p(--H
/*Aap
Reviewers/Approvals A 9toc
EPA " Region County/City L Tdxicology Env. Health
Others
Peer review . J
r?/(z_6( Wy)6e, 12"VniattS - 2(Cs CiOtticik,
Chu C IS dcd-A on
,eieUCk �, ,f Cc "C - ��� � / —
fri&JOS back d2 c,60c,- h-S k, u.,ce a_ u/J.ed_
0/016 , 7Le SC.n� CL %
U..J
t-O-Z) QA c

..dlcman permit renewal]
> From: Dana Folley (mailto:[e-mail])
> Sent: Monday, August 13, 2001 6:15 PM
> To: [e-mail]
> Cc: Jackie Nowell; Dave Goodrich
> Subject: Randleman permit renewal
> Hey Mark, the NPDES files in Charles' office show the Randleman files
> NC0025445 are checked out to you. Do you have them? If so, can yo
> look in them and email me back with the 7Q10, 30Q2, and average flo ?
> Do you (or Jackie or Dave) know if there be any changes to the stream
> flows and classification due to the Randleman Dam? If so will they be
> applied for this renewal or later?
> As an aside, I thought the renewal was assigned to Jackie Nowell - are
> you doing it instead of her or are you doing something else with the
> POTW? Just curious, but also if you are doing the renewal, can you
> send/email me a copy of the draft when you send it to the WSRO for
> review before sending it to the POTW?
> Thanks! ci
17,z, oAre_
> Dana Rees Folley �1 t () c -z O
> Environmental Chemist II 7`�
> Division of Water Quality (O j2
> Water Quality Section U 6Z-DL 2L-3
> Pretreatment Unit
> 1617 MAIL SERVICE CENTER
> RALEIGH, NC 27699-1617
> telephone: [phone] x523
> facsimile: [phone]
> http://h2o.enr.state.nc.us/Pretreat/index.html
ti
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
2 of 2
9r0/0I 1:37 PM

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
October 26, 2000
Mr. David B. Cotton
Town of Randleman
101 Hillary Street
Randleman, NC 27317
ATA
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: NPDES Permit Modification
Permit NC0025445
Randleman WWTP
Randolph County
Dear Mr. Cotton:
The Division is beginning the cycle of permit renewals for the Cape Fear river basin. An examination of the Cape
Fear basin plan and the NPDES permit schedule has revealed that the existing expiration dates in Cape Fear NPDES
permits do not coincide with the revised permit expiration dates for the basin. This discrepancy could create unnecessary
delays in the processing of over 200 permit renewals. Accordingly, the Division is changing the permit expiration dates for
NPDES permits in the Cape Fear river basin.
This permit modification changes the expiration date of the subject permit in subbasin 30608 to August 31, 2001.
Please find enclosed the revised permit cover page. Insert the new cover page into your permit and discard the old page.
All other terms and conditions contained in the original permit remain unchanged and in full effect. This permit
modification is issued under the requirements of North Carolina General Statutes 143-215.1 and the Memorandum of
Agreement between North Carolina and the U. S. Environmental Protection Agency.
In accordance with the modification of the permit expiration date, the new due date for your renewal application is
March 4, 2001. Renewal application forms will be sent to you approximately 6-8 weeks in advance of the new due date or
you may download the forms from the NPDES web site at http://h2o.enr.state.nc.us/NPDES/documents.html. You
will need to download Standard Form A. If you have already submitted a permit renewal form, there is no need to
submit any other forms to the Division; the application will be processed during the renewal period for your subbasin.
If any part of this permit modification 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 a written petition conforming
to Chapter 150B of the North Carolina General Statutes, 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.
If you have any questions concerning this permit modification, please contact Natalie Sierra at [phone],
extension 551.
cc: Central Files
Winston-Salem Regional Office, Water Quality Section
Point Source Compliance Enforcement Unit
NPDES Unit(
Sincerely,
A/it
Kerr T. Stevens
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer Visir us ON THE INTERNET @ http://h2o.enr.state.nc.us/NPDES

Permit NC0025445
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,
Town of Randleman
is hereby authorized to discharge wastewater from a facility located at the
Randleman WWTP
NCSR 2133
Randleman
Randolph County
to receiving waters designated as the Deep 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 November 1, 2000.
This permit and authorization to discharge shall expire at midnight on August 31, 2001.
Signed this day October 26, 2000.
Kerr T. Stevens, 'rector
Division of Water Quality
By Authority of the Environmental Management Commission