NC0007820_Permit (Issuance)_20110824

NPDES DOCUMENT SCANNING COVER SHEET
1
NPDES Permit: NC0007820 'Franklinville WWTP '
Document Type: Permit Issuance '
Wasteload Allocation ,
Authorization to Construct (AtC)
Permit Modification
Speculative Limits '
Plan of Action
Instream Assessment (67B)
Environmental Assessment (EA)
Permit
History
Document Date: August 24, 2011 -
This document in rlimted oim relaaa e a r-i ore a M '
P P Pe �n Y
content on the refire-x-ne aside '

X
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
August 24, 2011
Mr. Arnold E. Allred
Public Works Director
Town of Franklinville
P.O. Box 277
Franklinville, North Carolina 27248
Subject. NPDES PERMIT ISSUANCE
Permit Number NCO007820
Franklinville WWTP—Class WW-2
Randolph County
Dear Allred:
Division personnel have reviewed and approved your application for renewal of the subject
permit. Accordingly, we are forwarding the attached final 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 October 15, 2007 (or as subsequently amended).
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 150E 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 permit shall be final and binding.
Please take notice that this permit is not transferable. This permit does not affect the legal
requirements to obtain other permits which may be required by the Division of Water Quality or
permits required by the Division of Land Resources, Coastal Area Management Act, or any other
Federal or Local governmental permits which may be required.
If you have any questions or need additional information, please do not hesitate to contact
Maurccn Scardina of my staff at [phone].
)Sinceely,
Coleen H. Sullins
PC: Central Files
NPDES Unit Files
Winston-Salem Regional Office
1617 Mail Service Center,Raleigh,North Carolina 27699-1617
Location:512 N.Salisbury St.Raleigh,North Carolina 27604 One
Phone:91M07-63001 FAX:91 M07.64921 Customer Service:1-877.623.6748 NorthC aTof i n a
Intemet http.11portal.ncdenr.org4eblwoome �irtf/f+i7"ji
An Equal Opportunity 1 AKrmafve Action Employer hi hIL I i !�

Permit NC0007820
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended, the
Town of Franklinville
is hereby authorized to discharge wastewater from a facility located at the
Franklinville WWTP j
End of Cox Avenue
South of Franklinville
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, H, 11I and IV
hereof.
This permit shall become effective October 1, 2011.
This permit and authorization to discharge shall expire at midnight on September 30,2016,
Signed this day August 24,2011.
C n H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0007820
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked. As of this permit issuance, any previously issued permit bearing this number is no longer
effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the
permit conditions, requirements, terms, and provisions included herein.
Franklinville WWTP is hereby authorized to:
1. Continue to operate an existing 0.100 MGD wastewater treatment facility with the following
components:
♦ Manual bar screen
♦ Two reactor basins with diffused air
♦ Two aeration basins
♦ Mechanical aeration
♦ Two final clarifiers
♦ Two tertiary filters
♦ One clearwell
♦ One mudwell
♦ Ultraviolet disinfection
♦ Sludge holding basin
The facility is located at the Franklinville WWTP at the end of Cox Avenue south of Franklinville in
Randolph County.
2. Discharge from said treatment works at the location specified on the attached map into the Deep
River, currently classified C waters in sub-basin 03-06-09 of the Cape Fear River .Basin.

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Town of Franklinville Facility x
Franklinville WWTP
Location
Coun Randolph Stream Class: C (not to scale)
Receiving Stream: Deep River Sub-Basin: 03-06.09
Latitude: 35o 44'13" GrjdlQuad: E20NW/Ramseur
Longitude; 79*4 V 08" NUC: 03030003 NORTH NPDES Permit No. NCO007820

Permit NC0007820
A. (I.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on October 1, 2011 and lasting until expiration, the Permittee is authorized
to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as
specified below:
:EFFLUENT ` '' .� f
e. �: t3 t 7 y � ,� H�A 5 �`- a I i s
s_ L-� � �'�LIMITS4 r ` � MONITORING REQUIREMENTS
CHARACTERISTICS. t; ', zap '
M6nthly� Weekly Measurement w p ' Sample
Sam le R
kM -�
P;drarneter;Codes,-. 4u. . Average,,.' Average,=, _ '.Frequency;; };,Type :3 � :.Locatton..
Flow
0.100 MGD Weekly Continuous Influent or Effluent
50050
BOD,5 day(20°C)� 30.0 mg/L 45.0 mg/L, Weekly Composite Influent&Effluent
C0310
Total Suspended Solids 30.0 mg(L. 45.0 mg1L Weekly Composite Influent&Effluent
C0530
NH3 as N Monthly Composite Effluent
C0610
Fecal Coliform(geometric mean) 200/100 ml 400/100 ml Weekly Grab Effluent
31616
Total Residual Chlorine
28 µg/L 2/Week Grab Effluent
50060
Total Nitrogen(NO2+NO3+TKN)
Quarterly Composite Effluent
C0600
Total Phosphorus
Quarterly Composite Effluent
C0665
Temperature(°C) Weekly Grab Effluent
00010
pH Not<6.0 nor>9.0
00400 Standard Units Weekly Grab Effluent
Footnotes:
I. The monthly average effluent BOD5 and Total Suspended Solids concentrations shall not exceed
15% of the respective influent value (85 % removaI).
2. See Special Condition A.(2.). Total Residual Chlorine (TRC) monitoring is required only if chlorine is used
by the facility. The facility shall report all effluent TRC values reported by a NC certified laboratory
including field certified. However, effluent values below 50 µ.g1l will be treated as zero for compliance
purposes.
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS.

Permit NC0007820
A. (2.) TEMPORARY MEANS OF DISINFECTION
In the event that the wastewater treatment plant's ultraviolet (UV) disinfection system should fail,
underperform, or otherwise be removed from effective service, the permittee or his agent should
immediately inform the Surface Water Protection Section staff of the Winston-Salem Regional Office of
this development and discuss temporary, alternate means for disinfection of the effluent.
If chlorine compounds are used as temporary means of disinfection, the total residual chlorine (TRC)
concentration of the effluent must be monitored while this method of disinfection is in use and values
must be reported on the discharge monitoring report. TRC in the effluent may not exceed 28 j.gIL;
therefore, dechlorination methods may also be necessary to ensure protection of water quality in the
receiving stream.
Use of a disinfection system other than the permitted UV system during circumstances not deemed as
emergency and/or temporary (replacement of lamps, lamp cleaning or maintenance, etc.) will be
considered a violation of the terms of this permit.
A. (3.) NUTRIENT REOPENER
Pursuant to N.C. General Statutes Section 143-215.1 and the implementing rules found in the North Carolina
Administrative Code at 15A NCAC 2H.0112(b) (1)and 2H.0114(a) and Part II sections B-12 and B-13 of this
permit, the Director of DWQ may reopen this permit to require supplemental nutrient monitoring of the
discharge. The purpose of the additional monitoring will be to support water quality modeling efforts within the
Cape Fear River Basin and shall be consistent with a monitoring plan developed jointly by the Division and
affected stakeholders. In addition, the results of water quality modeling may require that limits for total nitrogen
and total phosphorus be imposed in this permit upon renewal.

•
•
Post Office Box 277 163 West Main Street
Franklinville, North Carolina 27248
Telephone [phone] franklinvillenc(ct},triad.rr.com Facsimile [phone]
FOUNDED 1847
August 3 2011 11�
Ms. Maureen Scardina
1617 Mail Service Center
Raleigh, NC 27699-1617 �
Re: Draft NPD,FS Permit letter, dated July 6, 2011
Dear Ms. Scardina:
We have received and reviewed the above referenced letter. The Town of
Franklinville has some concerns regarding changes to the monitoring
requirements for the renewed permit. In our estimation, the changes in
monitoring requirements will add an additional $6,200 in expense to our
wastewater budget. Additionally, the increased frequency will result in
additional labor time required. We have three public works employees who are
responsible for the water and sewer infrastructure systems, mowing, building
maintenance, meter reading, water turn-on/turnoffs, and many other assorted
maintenance jobs too numerous to list. The additional time required will be a
burden.
The Town of Franklinville has not had any violations with our wastewater
system output since our new treatment plant came online in 2000. T herefore,
the changes come as, frankly, an unwelcome surprise. We would like to discuss
our concerns with you at your convenience. You may reach me at the
email/phone below or our Public Works Director at 336-736-4185 /
([e-mail]). p ' L!
V (l
D
Aul) 0 4 2u11 1
DENR-WA ER QUALITy
POINT SOURCE BRANCH

COURIER-TRIBUNE
Public Notice
North Carolina Environmental
Affidavit of Publication Management Commission/NPDES Unit
1617 Mail Service Center
Raleigh, NC 2769a-1617
Notice of Intent to Issue a
State of North Carolina, NPDES Wastewater Permit
Randolph County
The North Carolina Environmental Management Commission proposes to issue a
NPDES wastewater discharge permit to the person(s) listed below.
To Whom It May Concern: Written comments regarding the proposed permit will be accepted until 30 days after the
This is to certify the publish date of this notice.The Director of the NC Division of Water Quality(DWQ) may
hold a public hearing should there be a significant degree of public interest. Please mail
advertisement attached comments and/or information requests to DWO at the above address. Interested persons
hereto has been published may visit the DWQ at 512 N. Salisbury Street, Raleigh, NC to review information on file.
in- Additional information on NPDES permits and this notice may be found on our website:
The Courier-Tribune http://portal.ncdenr.orgMeb/wq/swp/ps/npdes/calendar, or by calling [phone].
on the following dates- Town of Franklinville has requested renewal of permit NC0007820 for the Town of
Franklinville WWTP in Randolph County;this permitted facility discharges treated
1 wastewater to the Deep River;Cape Fear River Basin.
! Sapona Manufacturing Company requested renewal of permit NC0000639/Randolph
County. Facility discharges treated wastewater to the Deep River/Cape Fear River
Basin. Currently fecal coliform and total residual chlorine are water quality limited.
Randolph County Schools requested renewal of NPDES permit NC0040975/Coleridge
Elementary WWTP. Facility discharges treated wastewater to the Deep River/Cape Fear
River Basin. No parameters are water quality limited.
Randolph County Schools requested renewal of NPDES permit NC0040924/Seagrove
Sworn to on this �f day Elementary WWTP. Facility discharges treated wastewater to an unnamed tributary to
Fork Creek/Cape Fear River Basin. BOD, ammonia nitrogen, dissolved oxygen and
of , 2011 fecal coliform are water quality limited.
1 t- 7/7/2011
Courier--Tribune Representative
Sworn to and Subscribed
Befo- me th' /f 44` day
of , 2011
Notary Public
My Commission Expires
12/13/2012
LYDIA B.SHIVER
Notary Public, North Carolina
Randolph County
My Commission Expires
!,2_ ? , Y

FACT SHEET FOR EXPEDITED PERMIT RENEWALS
This form must be completed by Permit Writers for all expedited permits which do not require
full Fact Sheets. Expedited permits are generally simple 100% domestics(e.g., schools,mobile
home parks, etc) that can be administratively renewed with minor changes, but can include
facilities with more complex issues (Special Conditions, 303(d) listed water,toxicity testing,
instream monitoring, compliance concerns).
Basic Information for Expedited Permit Renewals
Permit Writer/Date J-q �-r `
Permit Number GCS
Facility NameF-rnokli-el—villz
Basin Name/Sub-basin number F—flcx r 03_p
Receiving Stream
Stream Classification in Permit C
Does permit need Daily Max NH3 limits? N
Does permit need TRC limits/l gua e e i es o If Yes, add TRC language below
Does permit have toxicity testin es If Yes, attach tox data summary
Does permit have Special Conditions? No If Yes,discuss with Supervisor
Does permit have instream monitoring? Yes o If Yes, attach data summa
Is the stream impaired (on 303(d) list)? For Yes o If Yes,add 303(d) language below
what arameter?
Any obvious compliance concerns? Attach BIMS Report; discuss with Region
Any permit mods since lastpermit? Nio
Current expiration date q1301 I I
New expiration date
Comments received on Draft Permit? (LepF44 If Yes, discuss response with
Supervisor
I�eir 1fi�e hcLO UV _ J
Most Commonly Used Expedited Language: —,-P--G�4*,o-u-
• 303(d) language for Draft/Final Cover Letters: "Please note that the receiving stream
is listed as an impaired waterbody on the North Carolina 303(d) Impaired Waters List.
Addressing impaired waters is a high priority with the Division, and instream data will
continue to be evaluated. If there is noncompliance with permitted effluent limits and
stream impairment can be attributed to your facility, then mitigative measures may be
required".
• TRC language for Compliance Level for Cover Letters/Effluent Sheet Footnote:
"The Division shall consider all effluent TRC values reported below 50 }rg/L to
be in compliance with the permit. However, the Permittee shall continue to
record and submit all values reported by a North Carolina certified laboratory
(including field certified), even if these values fall below 50 pg/L."
BIMS Compliance Download: Queries>Reports>Violations>Monitor Report Violations>Limit
Violations for Past 3 Years
Reminder: Permits that are not subject to expedited renewal include the following: 1)Major
Facility(municipal/industrial); 2)Minor Municipals with pretreatment program; 3)
Minor Industrials subject to Fed Effluent Guidelines (lb/day limits for BOD, TSS,etc); 4)
Limits based on reasonable potential analysis (metals,GW remediation organics); 5)
Permitted flow>0.5 MGD(requires full Fact Sheet); 6)permits determined by Supervisor to be
outside expedited process.

F-o r
Weaver, Charles
From: Mickey, Mike
Sent: Friday, February 11, 2011 2.49 PM
To: Scardina, Maureen
Cc: Weaver, Charles
Subject: Renewal Comments-Town of Franklinville- NC0007820
Maureen—Charles sent out a list of the upcoming renewals in the Cape Fear. I saw Franklinville was assigned to you.
Here are some corrections that need to be made in the upcoming draft permit:
t/1) The 2/month monitoring frequency in the current permit is outdated. The monitoring frequency needs to be upped
to weekly for a class II facility per NCAC 2B .0508(a)for SIC code 4952. This is a 0.100 MGD biological facility.
✓ 2) The sample type needs to be composite for BOD,TSS, NH3-N,T. Nitrogen and T. Phosphorus since the design flow is
greater than 30,000 gpd [See NCAC 2B .0505(a)(3)(13)].
3) The sample type for flow should be"continuous recording" instead of"instantaneous". The facility has an ultrasonic
meter for recording flow.
Holler back if you have any questions. Thanks, Mike.
------- --------------------------------------------------------------------
Mike Mickey
[e-mail]
NC Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
Phone: [phone]
FAX: [phone]
E-mail correspondence to and from this address may be subject to the North
Carolina Public Records Law and may be disclosed to third parties.
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FRANKLINVILLTOWN OF
FOUNDED1847
POST OFFICE Box 277
163 WEST MAIN STREET
FRANKLINVILLE. NORTH CAROLINA 27248
OFFICE: 336.824.2604, FAx: [phone]
To: NCDENR/DWQ
Attn: NPDES Unit
1617 Mail Service Center
Raleigh,NC 27699-1617
Sirs,
The Town Of Franklinville
Request Renewal Of NPDES Permit NC0007820
To continue discharging Wastewater from the Treatment facilities
Into the receiving stream of Deep River.
We are submitting all forms , letters, maps, other info for your review.
If you need more info or have questions please call
Arnold E. Allred plant ORC at 336-824-6440 or email Arnold.allredatriadbiz.rr.com
Arnold Allred (Public works Director/ORC)
D
MAR 11 2011
DENR-WATER QUALITY
POINT SOURCE BRANCH

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town Of Franklinville, NCO007820 Renewal Cape Fear
FORM
2A t�PDE1S �� 2A AS'Pf , 11 +a� 0� ��t1��E=lt�l
NPDES
APPLICATION OVERVIEW
Form 2A has been developed in a modular format and consists of a"Basic Application Information' packet
and a "Supplemental Application Information' packet. The Basic Application Information packet is divided
into two parts. All applicants must complete Parts A and C. Applicants with a design flow greater than or
equal to 0.1 mgd must also complete Part S. Some applicants must also complete the Supplemental
Application Information packet. The following items explain which parts of Form 2A you must complete.
BASIC APPLICATION INFORMATION:
A. Basic Application information for all Applicants. All applicants must complete questions A.1 through A.B. A treatment works
that discharges effluent to surface waters of the United States must also answer questions A.9 through A.12.
B. Additional Application Information for Applicants with a Design Flow z 0.1 mgd. All treatment works that have design flows
greater than or equal to 0.1 million gallons per day must complete questions B.1 through B.6
C. Certification. All applicants must complete Part C(Certification).
SUPPLEMENTAL APPLICATION INFORMATION:
D. Expanded Effluent Testing Data. A treatment works that discharges effluent to surface waters of the United States and meets
one or more of the following criteria must complete Part D(Expanded Effluent Testing Data):
1. Has a design flow rate greater than or equal to 1mgd,
2. Is required to have a pretreatment program(or has one in place), or
3. Is otherwise required by the permitting authority to provide the information.
E. Toxicity Testing Data. A treatment works that meets one or more of the following criteria must complete Part E(Toxicity Testing
Data),
1. Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program(or has one in place),or
3. Is otherwise required by the permitting authority to submit results of toxicity testing.
F. Industrial User Discharges and RCRAICERCLA Wastes. A treatment works that accepts process wastewater from any
significant industrial users(SIUs)or receives RCRA or CERCLA wastes must complete Part F(Industrial User Discharges
and RCRAICERCLA Wastes). SIUs are defined as:
1. All industrial users subject to Categorical Pretreatment Standards under 40 Code of Federal Regulations(CFR)403.6 and
40 CFR Chapter 1, Subchapter N(see instructions); and
2. Any other industrial user that:
a. Discharges an average of 25,000 gallons per day or more of process wastewater to the treatment works(with certain
exclusions);or
b. Contributes a process wastestream that makes up 5 percent or more of the average dry weather hydraulic or Organic
capacity of the treatment plant;or
C. Is designated as an SIU by the control authority.
G. Combined Sewer Systems. A treatment works that has a combined sewer system must comple
Systems). no L2
ALL APPLICANTS MUST COMPLETE PART C (CERTIFIC IAR 112011
DENR-WATER(QUALITY
POINT SOURCE 8RANCtLJ
EPA Form 3510.2A(Rev,1-88). Replaces EPA forms 7550-6&7550-22. Page 1 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town Of Franklinville, NC00007820 Renewal Cape Fear
BASIC APPLICATION INFORMATION
PART A.BASIC APPLICATION INFORMATION FOR ALL APPLICANTS:
All treatment works must complete questions A.1 through A.8 of this Basic Application information Packet.
A.I. Facility Information.
Facility Name Town Of Franklinville
Mailing Address P.O.Box 277
Franklinville NC,27248
Contact Person Arnold E.Allred
Title Public Works Director I ORC
Telephone Number [phone]
Facility Address 451 Risinq Sun Way
(not P.O.Box)
A.2. Applicant information. If the applicant is different from the above,provide the following:
Applicant Name _
Mailing Address
Contact Person
Title
Telephone Number t }
Is the applicant the owner or operator(or both)of the treatment works?
x owner x operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant.
x facility © applicant
A.3. Existing Environmental Permits. Provide the permit number of any existing environmental permits that have been issued to the treatment works
(include state-issued permits).
NPDES NC0007820 PSO
UIC Other
RCRA Other
A.4. Collection System information. Provide information on municipalities and areas served by the facility. Provide the name and population of each
entity and,if known,provide information on the type of collection system(combined vs.separate)and ifs ownership(municipal,private,etc.).
Name Population Served Type of Collection System Ownership
Town Of Franklinville 207 Separate t Sanitary Sewer only) Municipal
Total population served 207
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 2 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town Of Franklinville, NCO007820 Renewal Cape Fear
A.S. Indlan Country.
a. Is the treatment works located in Indian Country?
❑ Yes x No
b. Does the treatment works discharge to a receiving water that is either in Indian Country or that is upstream from(and eventually flows
through)Indian Country?
❑ Yes x No
A.G. Flow. Indicate the design flow rate of the treatment plant(i,e..the wastewater flow rate that the plant was built to handle). Also provide the
average daily flow rate and maximum daily flow rate for each of the last three years. Each year's data must be based on a 12-month time period
with the 120 month of"this year"occurring no more than three months prior to this application submittal.
a. Design flow rate.2 mgd
Twa Years Aao Last Year This Year
b. Annual average daily flow rate .036 mad .036 mad .026 mgd
C. Maximum daily flaw rate .069 mg_d .068 mad .0437 mrtd
A.7. Collection System. Indicate the type(s)of collection system(s)used by the treatment plant. Check all that apply, Also estimate the percent
contribution(by miles)of each.
X Separate sanitary sewer 100 %
❑ Combined storm and sanitary sewer %
A.B. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? X Yes ❑ No
If yes,list how many of each of the following types of discharge points the treatment works uses:
i. Discharges of treated effluent 1
ii. Discharges of untreated or partially treated effluent
iii. Combined sewer overflow points
iv. Constructed emergency overflows(prior to the headworks)
V. Other
b. Does the treatment works discharge effluent to basins,ponds,or other surface impoundments
that do not have outlets for discharge to waters of the U.S.? ❑ Yes X No
If yes,provide the following for each surface im oundment:
Location:
Annual average daily volume discharge to surface impoundment(s) mgd
Is discharge ❑ continuous or ❑ intermittent?
C. Does the treatment works land-apply treated wastewater? [] Yes X No
It yes,provide the following for each land application site:
Location:
Number of acres:
Annual average daily volume applied to site: mgd
Is land application ❑ continuous or ❑ intermittent?
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works? X Yes ❑ No
EPA Form 351D-2A(Rev.1-99), Replaces EPA forms 7550-6&7550.22. Page 3 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: I RIVER BASIN-
Town Of Franklinville, NCO007820 Renewal Cape Fear
If yes,describe the means)by which the wastewater from the treatment works is discharged or transported to the other treatment works
(e.g.,tank truck,pipe).
Tank Truck
If transport is by a party other than the applicant,provide:
Transporter Name Kivett&Sons
Mailing Address P.O.Box 2918
Askeboro NC.27204
Contact Person Donna Kivett
Title Owner
Telephone Number 1336 62} 9-3263
For each treatment works that receives this discharrre,provide the following
Name City Of Asheboro
Mailing Address 1312 N Fayetteville St
Asheboro NC 27203
Contact Person Michael Rhoney
Title Water&Wastewater Manager
Telephone Number (3361672-0892 _
It known,provide the NPDES permit number of the treatment works that receives this discharge
Provide the average daily flow rate from the treatment works into the receiving facility. _0002 mgd
e. Does the treatment works discharge or dispose of its wastewater in a manner not included
in A.S.through A.8.d above(e.g.,underground percolation,well injection): © Yes X No
If yes,provide the following for each disposal method:
Description of method(including location and size of site(s)if applicable):
Annual daily volume disposed by this method:
Is disposal through this method ❑ continuous or ❑ intermittent?
EPA Form 3510-2A(Rev.1-99). Replaoes EPA forms 7550-6&7550-22 Page 4 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town Of Franklinville, NC0007820 Renewal Cape Fear
WASTEWATER DISCHARGES.
If you answered"Yes"to question A.8.a,complete Questions A.9 through A.12 once for each outfall(including bypass points)through
which effluent is discharged. Do not include Information on combined sewer overflows in this section. If you answered"No"to question
A--8-a,go to Part B,"Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd."
A.9. Description of Outfall.
a. Ouffall number 001
b. Location 451 Rising Sun Wayr,_Franklinville NC 27248
(City or town,if applicable) (Zip Code)
Randolph NC
(County) (state)
(lAitude) (Longitude)
C. Distance from shore(if applicable) ft
d. Depth below surface(if applicable) ft.
e Average daily flow rate .036 mgd
f, Does this outfall have either an intermittent or a periodic discharge? ❑ Yes X No (go to A.9.g.)
If yes,provide the following information:
Number f limes per year discharge occurs:
Average duration of each discharge:
Average flow per discharge: mgd
Months in which discharge occurs:
g_ Is uWall equipped with a diffuser'? ❑ Yes X No
A.10. Description of Receiving waters.
a, Name of receiving water Deep River
b. Name of watershed(if known) Cape Fear
United States Soil Conservation Service 14-digit watershed code(if known):
c. Name of State Management/River Basin(if known):
United States Geological Survey$-digit hydrologic cataloging unit code(if known):
d. Cntical low flow of receiving stream(if applicable)
acute cis chronic cfs
e. Total hardness of receiving stream at critical low flaw(if applicable): mgA of CaCO3
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 5 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town Of Franklinville, NCO007820 Renewal Cape Fear
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
❑ Primary X Secondary
❑ Advanced ❑ Other. Describe:
b. Indicate the following removal rates(as applicable):
Design BOD5 removal or Design CBOD5 removal 85 %
Design SS removal 85 %
Design P removal 0 %
Design N removal 0 %
Other %
C. What type of disinfection is used for the effluent from this outtail? If disinfection varies by season,please describe:
Ultraviolet Light
If disinfection is by chlorination is dechlorination used for this outfall? ❑ Yes ❑ No
Does the treatment plant have post aeration? ❑ Yes X No
A.12. Effluent Testing Information. All Applicants that discharge to waters of the US must provide effluent testing data for the following
parameters. Provide the indicated effluent testing required by the permitting authority for each outfall through which effluent is
discharged. Do not include information on combined sewer overflows in this section. All information reported must be based on data
collected through analysis conducted using 40 CFR Part 136 methods. In addition,this data must comply with QA1QC requirements of
40 CFR Part 136 and other appropriate QA1QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a
minimum,effluent testing data must be based on at least three samples and must be no more than four and one-half years apart
Outlall number: 001
MAXIMUM DAILY VALUE AVERAGE DAILY VALUE
PARAMETER
Value Emits Value Units Number of Samples
pH(Minimum) 6.5 s.u.
pH(Maximum) 7.5 s.u.
Flow Rate
Temperature(Winter)
Temperature(Summer) 29 C 16.1 C 52
'For pH please report a minimum and a maximum dal value
MAXIMUM DAILY AVERAGE DAILY DISCHARGE
POLLUTANT DISCHARGE ANALYTICAL MLIMDL
Conc. Units Conc. Units Number of METHODSamples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN BOD5 10.5 Mg/1 3.7 M /I 24 SM 5210E
DEMAND(Report one) CBODS
FECAL COLIFORM 14 ml 1.3 MI 24 SM 9222D
TOTAL SUSPENDED SOLIDS(TSS) 18 M 11 5.6 1 Mg/1 24 SM 2540 D
END,OF'PART:A
REFER TO THE APPLICATION OVERIi�(PAGE 1);;FO",'©ETERMINE WHICROTHER PARTS
OF>FORM 2A YOU,MUST'COMPLETE
EPA Form 3510-20k(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 6 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town Of Franklinville, NCO007820 Renewal Cape Fear
BASIC APPLICATION INFORMATION
PART B. ADDITIONAL APPLICATION INFORMATION FOR APPLICANTS WITH A DESIGN FLOW GREATER THAN OR
EQUAL TO 0.1 MGD(100,000 gallons per day).
All appllcants with a design flow rate z 0.1 mgd must answer questions B.1 through B.6. All others go to Part C(Certification).
B.I. Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from inflow and/or infiltration.
gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
B.2. Topographic Map. Attach to this application a topographic map of the area extending at least one mile beyond facility property boundaries. This
map must show the outline of the facility and the fallowing information. (You may submit more than one map if one map does not show the entire
area.)
a. The area surrounding the treatment plant,including all unit processes.
b. The major pipes or other structures through which wastewater enters the treatment works and the pipes or other structures through which
treated wastewater is discharged from the treatment plant. Include outfalls from bypass piping,if applicable.
c. Each well where wastewater from the treatment plant is injected underground.
d. Wells,springs,other surface water bodies,and drinking water wells that are: 1)within%mile of the property boundaries of the treatment
works,and 2)listed in public record or otherwise known to the applicant.
e. Any areas where the sewage sludge produced by the treatment works is stored,treated,or disposed.
f. If the treatment works receives waste that is classified as hazardous under the Resource Conservation and Recovery Act(RCRA)by truck,rail,
or special pipe,show on the map where the hazardous waste enters the treatment works and where it is treated,stored,and/or disposed.
B.3. Process Flow Diagram or Schematic. Provide a diagram showing the processes of the treatment plant,including all bypass piping and all
backup power sources or redunancy in the system. Also provide a water balance showing all treatment units,including disinfection(e.g.,
chlorination and dechlorination). The water balance must show daily average flow rates at influent and discharge points and approximate daily flow
rates between treatment units. Include a brief narrative description of the diagram.
BA. Operatlon/Maintenance Performed by Contractor(s).
Are arty operational or maintenance aspects(related to wastewater Ueabnerd and effluent quality)of the treatment works the responsibility of a
convac too ❑ Yes X No
If yes,list the name,address,telephone number,and status of each contractor and describe the contractor's responsibilities(attach additional
pages if necessary).
Name:
Mailing Address:
Telephone Number: } ^�
Responsibilities of Contractor.
B.S. Scheduled improvements and Schedules of Implementation. Provide information on any uncompleted implementation schedule or
uncompleted plans for improvements that will affect the wastewater treatment,effluent quality,or design capacity of the treatment works. If the
treatment works has several different implementation schedules or is planning several improvements,submit separate responses to question B.5
for each. (If none,go to question B.6.)
a. List the outfall number(assigned in question A.9)for each outfall that is covered by this implementation schedule.
b. Indicate whether the planned improvements or implementation schedule are required by local,State,or Federal agencies.
❑ Yes ❑ No
EPA Form 3510.2A(Rev. 1-99). Replaces EPA forms 7550.6&7550-22. Page 7 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
C. If the answer to B.5.b is"Yes,'briefly describe,including new maximum daily inflow rate(if applicable).
d. Provide dates imposed by any compliance schedule or any actual dates of completion For the implementation steps listed below,as
applicable. For improvements planned independently of local,State,or Federal agencies,indicate planned or actual completion dates,as
applicable. Indicate dates as accurately as possible.
Schedule Actual Completion
Implementation Stage MMIDDIYYYY MMIDDIYYYY
-Begin Construction ! 1 1 !
-End Construction 1 1 1 1
-Begin Discharge _! 1 ! I
-Attain Operational Level I 1 I 1
e. Have appropriate permitsldearances concerning other l ederal/State requirements been obtained? ❑ Yes ❑ No
Describe briefly:
B.G. EFFLUENT TESTING DATA(GREATER THAN 0.1 MGD ONLY).
Appiicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the indicated
effluent testing required by the permitting authority for each outfall through which effluent is dischar ed. Do not include information
on combine sewer overflows in this section. All information reported must be based on data collected through analysts conducted
using 40 CFR Part 136 methods. In addition,this data must comply with QA1QC requirements of 40 CFR Part 136 and other appropriate
QAIQC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a minimum effluent testing data must be
based on at least three pollutant scans and must be no more than four and on-half years old.
Outfall Number. 001
MAXIMUM DAILY AVERAGE DAILY DISCHARGE
DISCHARGE ANALYTICAL
POLLUTANT METHOD MLJMDL
Conc. Units Conc. Units Number of
Samptes
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA(as N) 6.2 Mgll 1.5 Mgll 52 EPA 350.1
CHLORINE(TOTAL
RESIDUAL,TRC)
DISSOLVED OXYGEN
TOTAL KJELDAHL
NITROGEN(TKN)
NITRATE PLUS NITRITE 47.7 Mgll 36.4 Mgll 4 EPA 353.2
NITROGEN
OIL and GREASE
PHOSPHORUS(Total) 5.4 Mg11 4.3 Mg/1 4 EPA 200.7
TOTAL DISSOLVED SOLIDS
(TDS)
OTHER
END OF PART 3.
REFER TO THE APPLICATIOK.OVERVEEW-(PAGE 1)TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A(Rev- 1-99). Replaces EPA forms 7550-6&7550-22. Page B of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town Of Franklinville, NCO007820 Renewal Cape Fear
BASIC APPLICATION INFORMATION
PART C. CERTIFICATION
All applicants must complete the Certification Section. Refer to instructions to determine who is an officer for the purposes of this
certification. All applicants must complete all applicable sections of Form 2A,as explained in the Application Overview. Indicate below which
parts of Form 2A you have completed and are submitting. By signing this certification statement,applicants confirm that they have reviewed
Form 2A and have completed all sections that apply to the facility for which this application is submitted.
Indicate which parts of Form 2A you have completed and are submitting:
X Basic Application Information packet Supplemental Application information packet:
❑ Part D(Expanded Effluent Testing Data)
❑ Part E(Toxicity Testing: Biomonitoring Data)
❑ Part F(Industrial User Discharges and RCRAICERCt.A Wastes)
❑ Part G(Combined Sewer Systems)
ALL APPLICANTS MUST COMPLETE THE FOLLOWING CERTIFICATION.
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gather and evaluate the information submitted. eased on my inquiry of the person or persons who
manage the system or those persons directly responsible for gathering the information,the information is,to the best of my knowledge and belief,true,
accurate,and complete. I am aware that there are significant penalties for submitting false information,including the possibility of fine and imprisonment
for knowing violations.
Name and official title Arnold E.Allred 1 Public Wgiks Director 1 ORC
Signature 45�/7
Telephone number [phone] _
Date signed -;-16,tj
Upon request of the permitting authority,you must submit any other information necessary to assure wastewater treatment practices at the treatment
works or identify appropriate permitting requirements.
SEND COMPLETED FORMS TO:
NCDENR/ DWQ
Attn: NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22 Page 9 of 22

TOWN OF FRANKLINVILLE
FOUNDED 1847
POST OFFICE BOX 277
163 WEST MAIN STREET
FRANKLINVILLE, NORTH CAROLINA 27248
OFFICE: 336.624.2604 FAX: [phone]
To: NCDENR/DWQ
Attn: NPDES Unit
1617 Mail Service Center
Raleigh,NC 27699-1617
Sirs,
The Town Of Franklinville
Request Renewal Of NPDES Permit NCO007820
The Sludge Management Plan is as Follows:
2,000 gals of sludge is removed from the sludge holding tank once/week
Septic tank hauler Kivett & Sons Transports the sludge to the City Of Asheboro
Wastewater Treatment Facility on Bonkemeyer Dr.
Arnold Allred (Public Works Director 1 ORC)
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FRAiNKLINVILLE WWTP