HomeMy WebLinkAboutNC0040011_Permit (Issuance)_20131220NPDES DOCUMENT SCANNING; COVER SHEET
NC0040011
Yanceyville WWTP
NPDES Permit:
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
December 20, 2013
Thia document ifs printed art reu,se paper - igaore any
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MENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
• Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
December 20, 2013
Mr. Haynes Brigman, Town Manager
Town of Yanceyville
P. O. Box 727
Yanceyville, NC 27379
Subject: Issuance of NPDES Permit NC0040011
Town of Yanceyville WWTP
Caswell County
Dear Mr. Brigman:
Division personnel have reviewed and approved your application for renewal of the subject permit.
Accordingly, we are forwarding the attached NPDES discharge permit. This permit is issued pursuant
to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement
between North Carolina and the U.S. Environmental Protection Agency dated October 15, 2007 (or as
subsequently amended).
This final permit includes the following changes to its terms from those found in the draft permit sent to
you on October 9, 2013.
• A new condition requiring electronic reporting of data collected pursuant to the terms of this permit
has been added.
Proposed federal regulations require electronic submittal of all discharge monitoring reports (DMRs)
and specify that, if a state does not establish a system to receive such submittals, then permittees
must submit DMRs electronically to the Environmental Protection Agency (EPA). The Division
anticipates that these regulations will be adopted and is beginning implementation.
The requirement to begin reporting discharge monitoring data electronically using the NC DWR's
Electronic Discharge Monitoring Report (eDMR) internet application has been added to your final
NPDES permit. [See Special Condition A. (5.)] For information on eDMR, registering for eDMR
and obtaining an eDMR user account, please visit the following web page:
http://portal.ncdenr.org/web/wq/admin/bog/ipu/edmr.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: 919-807-63001 FAX: 919-807-6492
Internet www.ncwaterquality.org
An Equal Opportunity l Affirmative Action Employer
Mr. Haynes Brigman
NC0040011 Permit Reissuance 2013
p. 2
For information on EPA's proposed NPDES Electronic Reporting Rule, please visit the following
web site:
http://www2.epa.gov/compliance/proposed-npdes-electronic-reporting-rule.
• Footnotes have been modified as a result of the change noted above.
Please also note the following changes from the terms found in the existing permit. These changes were
noted in the October 9, 2013 draft permit.
• Limits for Cadmium, Lead and Mercury have been removed from the permit.
• Monitoring frequencies for Cadmium, Copper, Lead, and Zinc have been reduced to quarterly.
• The monitoring requirements for Chromium and Silver have been removed from the permit.
• The monitoring frequency for Mercury has been reduced to annually. Please note the facility is now
required perform low-level monitoring for Mercury using EPA method 1631.
If any parts, measurement frequencies or sampling requirements contained in this permit are .
unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty
(30) days following receipt of this letter. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless
such demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division may
require modification or revocation and reissuance of the permit. This permit does not affect the legal
requirements to obtain other permits which may be required by the Division of Water Resources or
permits required by the Division of Land Resources, the Coastal Area Management Act or any other
Federal or Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Bob Sledge at telephone number (919)
807-6398, or via e-mail at bob.sledge@ncdenr.gov.
rely,
Thomas A. Reeder
cc: Central Files
Winston-Salem Regional Office — DWR/Water Quality
NPDES File
ec: Aquatic Toxicology Unit
Permit NC0040011
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES
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 Yanceyville
is hereby authorized to discharge wastewater from a facility located at
Yanceyville WWTP
End of Pine Street
South of Yanceyville
Caswell County
to receiving waters designated as Country Line Creek in the Roanoke 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 January 1, 2014.
This permit and the authorization to discharge shall expire at midnight on May 31, 2017.
Signed this day December 20, 2013.
• as A. Reeder, Director
'vision of Water Resources
By Authority of the Environmental Management Commission
Page 1 of 9
Permit NC0040011
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.
Town of Yanceyville
is hereby authorized to:
1. Continue to operate an existing 0.45 MGD wastewater treatment facility consisting of the following
wastewater treatment components:
• Mechanical Bar Screen
• Manual Grit Chamber
• Influent Pump Station
■ Dual Sequencing Batch Reactors
■ Post Flow Equalization Chamber
■ Effluent Flow Meter
• Chlorine Contact Chamber
■ Dechlorination Tank
■ Aerated Sludge Lagoon
This facility is located at the Town of Yanceyville WWTP, located at the end of Pine Street, south
of Yanceyville, in Caswell County.
2. After obtaining an Authorization to Construct from the Division of Water Quality, expand the
existing Wastewater Treatment facility to 0.60 MGD, and
3. Discharge from said treatment works, through outfall 001, into Country Line Creek, a Class C
water in the Roanoke River Basin, at the location specified on the attached map.
Page 2 of 9
Permit N00040011
PART I
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
Beginning on the effective date of this permit and lasting until expansion above 0.45 MGD capacity or
expiration, whichever is sooner, the Permittee is authorized to discharge treated wastewater from
Outfall 001. Such discharges shall be limited and monitored) by the Permittee as specified below:
EFFLUENT CHARACTERISTICS:
_ - . Parameter Code
LIMITS
MONITORING REQUIREMENTS .
Monthly
Average >
. Weekly,
Average
Daily :.
. Maximum
Measurement
Frequency :
Sample
Type
Sample
Location?;
Flow 50050
0.45 MGD
Continuous
Recording
I or E
BOD5 (April 1- October 31)3 C0310
18.0 mgll
27.0 mgll
Weekly
Composite
E,
BOD5 (Nov 1- March 31)3 C0310
30.0 mgll
45.0 mgll
Weekly
Composite
E,I
Total Suspended Solids3 C0530
30.0 mgll
45.0 mg/I
Weekly
Composite
E,I
NH3 as N (April 1- October 31) C0610
2.3 mgll
6.9 mgll
Weekly
Composite
E
NH3 as N (Nov 1- March 31) C0610
13.0 mg/l
35.0 mgll
Weekly
Composite
E
Total Residual Chlorine4 50060
28.0 µgll
2/Week
Grab
E
Fecal Coliform (geometric mean) 31616
200/100 ml
400/100 mi
Weekly
Grab
E
pH 00400
6.0 and S 9.0 standard units
Weekly
Grab
E
Dissolved Oxygen 00300
Daily Average >_ 5.0 mg/L
Weekly
Grab
E
Temperature °C 00010
Monitor & Report
Daily
Grab
E
Total Nitrogen (NO2N + NO3N + TKN) C0600
Monitor & Report
Quarterly5
Composite
E
Total Phosphorus C0665
Monitor & Report
Quarterly5
Composite
E
Cyanide 00720
Monitor & Report
Quarterly5
Grab
E
Total Mercury COMER
Monitor & Report
Once/permit cycle
Grab
E
Total Copper 01042
Monitor & Report
Quarterly5
Composite
E
Total Zinc 01092
Monitor & Report
Quarterly5
Composite
E
Total Cadmium 01027
Monitor & Report
Quarterly5
Composite
E
Total Lead 01051
Monitor & Report
Quarterly5
Composite
E
Chronic Toxicity6 TGP3B
Quarterly
Composite
E
Notes:
1. No later than 90 days from the effective date of this permit, begin submitting discharge monitoring reports
electronically using NC DWR's eDMR application system. See Condition A. (5.).
2. Sample locations: E- Effluent, I- Influent. See section A.(3) for instream monitoring requirements.
3. The monthly average effluent BOD5 and TSS concentrations shall not exceed 15% of the respective influent value
(85% removal).
4. The Division shall consider all effluent TRC values reported below 50 µg/1 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 µg/1.
5. Monitoring shall be conducted in conjunction with toxicity testing.
6. Chronic Toxicity (Ceriodaphnia) at 37 %; January, April, July and October; refer to Special Condition A.(4).
There shall be no discharge of floating solids or visible foam in other than trace amounts.
Page 3 of 9
Permit NC004001 1
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
Beginning upon expansion above 0.45 MGD capacity and lasting until expiration, the Permittee is
authorized to discharge treated wastewater from Outfall 001. Such discharges shall be limited and
monitoredt by the Permittee as specified below:
EFFLUENT CHARACTERISTICS
Parameter Code
- . LIMITS
, MONITORING REQUIREMENTS
Monthly
Average
..., _ .. ..
Weekly
.Average
Daily
Maxm um
....
Measurement
Frequency_
. ..
Sample
Type .
Sample
Locations
. .
Flow 50050
0.60 MGD
Continuous
Recording
I or E
BOD5 (April 1- October 31) 3 C0310
15.0 mgll
22.5 mg/1
Weekly
Composite
E,1
BOD5 (Nov 1 - March 31)3 C0310
30.0 mg/I
45.0 mg/I
Weekly
Composite
E, I
Total Suspended Solids3 C0530
30.0 mgll
45.0 mg/I
Weekly
Composite
. E,I
NH3 as N (April 1- October 31) C0610
2.0 mg/I
6.0 mg/I
Weekly
Composite
E
NH3 as N (Nov 1 - March 31) C0610
10.1 mg/1
30.3 mgll
Weekly
Composite
E
Total Residual Chlorine4 50060
28.0 µgll
2/Week
Grab
E
Fecal Coliform (geometric mean) 31616
200/100 ml
400/100 ml
Weekly
Grab
E
pH 00400
>_ 6.0 and <_ 9.0 standard units
Weekly
Grab
E
Dissolved Oxygen 00300
Daily Average ? 5.0 mg/L
Weekly
Grab
E
Temperature °C 00010
Monitor & Report
Daily _
Grab
E
Total Nitrogen (NO2N + NO3N + TKN) C0600
Monitor & Report
Quarterly5
Composite
E
Total Phosphorus C0665
Monitor & Report
Quarterly5
Composite
E
Cyanide 00720
Monitor & Report
Quarterly5
Grab
E
Total Mercury COMER
Monitor & Report
Once/permit cycle
Grab
E
Total Copper 01042
Monitor & Report
Quarterly5
Composite
E
Total Zinc 01092
Monitor & Report
Quarterly5
Composite
E
Total Cadmium 01027
Monitor & Report
Quarterly5
Composite
E
Total Lead 01051
Monitor & Report
Quarterly5
Composite
E
Chronic Toxicity6 TGP3B
Quarterly
Composite
E
Notes:
1. No later than 90 days from the effective date of this permit, begin submitting discharge monitoring reports
electronically using NC DWR's eDMR application system. See Condition A. (5.).
2. Sample locations: E- Effluent, I- Influent. See section A.(3) for instream monitoring requirements.
3. The monthly average effluent BOD5 and TSS concentrations shall not exceed 15% of the respective influent value
(85% removal).
4. The Division shall consider all effluent TRC values reported below 50 µg/1 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 µg/1.
5. Monitoring shall be conducted in conjunction with toxicity testing.
6. Chronic Toxicity (Ceriodaphnia) at 44 %; January, April, July and October; refer to Special Condition A.(4).
There shall be no discharge of floating solids or visible foam in other than trace amounts.
Page 4 of 9
Permit NC0040011
A .(3.) INSTREAM MONITORING REQUIREMENTS
Instream monitoring is required for the following parameters at the locations specified:
PARAMETER
MEASUREMENT FREQUENCY
.
SAMPLE TYPE
SAMPLE-
LOCATION1.
pH
June -Sept
3lweek
Grab
U, D
.
October -May
1/week
Dissolved Oxygen
June -Sept .
3/week
Grab
U, D
October -May
1/week
Temperature °C
June -Sept
3lweek
Grab
U, D
October -May
1/week
Footnotes:
1. U - Upstream 100 feet from discharge point, D- Downstream below the discharge point at US
Highway 158/86 Bridge.
A. (4.) CHRONIC TOXICITY PERMIT LIMIT (QUARTERLY)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant
mortality to Ceriodaphnia dubia at an effluent concentration of 37 % at the effluent limit of 0.45
MGD.
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant
mortality to Ceriodaphnia dubia at an effluent concentration of 44 % at the effluent limit of 0.6
MGD.
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 11 Chronic Whole Effluent Toxicity Test Procedure"
(Revised -February 1998) or subsequent versions. The tests will be performed during the months of
January, April, July and October. Effluent sampling for this testing shall be performed at the NPDES
permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below
the permit limit, then multiple -concentration testing shall be performed at a minimum, in each of the
two following months as described in "North Carolina Phase 11 Chronic Whole Effluent Toxicity Test
Procedure" (Revised -February 1998) or subsequent versions.
Page 5 of 9
Permit NC0040011
A. (4.) CHRONIC TOXICITY PERMIT LIMIT (QUARTERLY), continued
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, DWR Form AT-
3 (original) is to be sent to the following address:
Attention: North Carolina Division of Water Resources
Environmental Sciences Section
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section 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 Section 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 Resources 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.
Page 6 of 9
Permit NC0040011
A. (5.) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS
Proposed federal regulations require electronic submittal of all discharge monitoring reports (DMRs)
and specify that, if a state does not establish a system to receive such submittals, then permittees must
submit DMRs electronically to the Environmental Protection Agency (EPA). The Division anticipates
that these regulations will be adopted and is beginning implementation in late 2013.
NOTE: This special condition supplements or supersedes the following sections within Part II of this
permit (Standard Conditions for NPDES Permits):
• Section B. (11.)
• Section D. (2.)
• Section D. (6.)
• Section E. (5.)
Signatory Requirements
Reporting
Records Retention
Monitoring Reports
1. Reporting [Supersedes Section D. (2.) and Section E. (5.) (a)1
Beginning no later than 90 days from the effective date of this permit, the permittee shall begin
reporting discharge monitoring data electronically using the NC DWR's Electronic Discharge
Monitoring Report (eDMR) internet application.
Monitoring results obtained during the previous month(s) shall be summarized for each month and
submitted electronically using eDMR. The eDMR system allows permitted facilities to enter
monitoring data and submit DMRs electronically using the internet. Until such time that the state's
eDMR application is compliant with EPA's Cross -Media Electronic Reporting Regulation
(CROMERR), permittees will be required to submit all discharge monitoring data to the state
electronically using eDMR and will be required to complete the eDMR submission by printing,
signing, and submitting one signed original and a copy of the computer printed eDMR to the
following address:
NC DENR / DWR / Information Processing Unit
ATTENTION: Central Files / eDMR
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
If a permittee is unable to use the eDMR system due to a demonstrated hardship or due to the
facility being physically located in an area where less than 10 percent of the households have
broadband access, then a temporary waiver from the NPDES electronic reporting requirements may
be granted and discharge monitoring data may be submitted on paper DMR forms (MR 1, 1.1, 2, 3)
or alternative forms approved by the Director. Duplicate signed copies shall be submitted to the
mailing address above.
Requests for temporary waivers from the NPDES electronic reporting requirements must be
submitted in writing to the Division for written approval at least sixty (60) days prior to the date the
facility would be required under this permit to begin using eDMR. Temporary waivers shall be
valid for twelve (12) months and shall thereupon expire. At such time, DMRs shall be submitted
electronically to the Division unless the permittee re -applies for and is granted a new temporary
waiver by the Division.
Page 7 of 9
Permit NC0040011
A. (5.) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS, continued
Information on eDMR and application for a temporary waiver from the NPDES electronic reporting
requirements is found on the following web page:
http://portal.ncdenr.org/web/wq/admin/bog/ipu/edmr
Regardless of the submission method, the first DMR is due on the last day of the month following
the issuance of the permit or in the case of a new facility, on the last day of the month following the
commencement of discharge.
2. Signatory Requirements [Supplements Section B. (11.) (b) and supersedes Section B. (11.) (d)1
All eDMRs submitted to the permit issuing authority shall be signed by a person described in Part
II, Section B. (11.)(a) or by a duly authorized representative of that person as described in Part II,
Section B. (11.)(b). A person, and not a position, must be delegated signatory authority for eDMR
reporting purposes.
For eDMR submissions, the person signing and submitting the DMR must obtain an eDMR user
account and login credentials to access the eDMR system. For more information on North
Carolina's eDMR system, registering for eDMR and obtaining an eDMR user account, please visit
the following web page:
http://portal.ncdenr.org/web/wq/admin/bog/ipu/edmr
Certification. Any person submitting an electronic DMR using the state's eDMR system shall
make the following certification [40 CFR 122.22]. NO OTHER STATEMENTS OF
CERTIFICATION WILL BE ACCEPTED:
"I certij), 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. Based on my inquiry of the person or
persons who manage the system, or those persons directly responsible for gathering the
information, the information submitted 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 fines and imprisonment for knowing violations."
3. Records Retention [Supplements Section D. (6.)1
The permittee shall retain records of all Discharge Monitoring Reports, including eDMR submissions.
These records or copies shall be maintained for a period of at least 3 years from the date of the report. This
period may be extended by request of the Director at any time [40 CFR 122.41].
Page 8 of 9
Permit NC0040011
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Town of Yanceyville WWTP
State GridlQuad: Yanceyville Latitude: 36 23' 19" N
_ s
Facility Location - -- — __ J' r
not to scale
B21NE Longitude: 79 20' 27" W
Receiving Stream: Country Line Creek Drainage Basin: Roanoke River
NPDES Permit NC0040011
Stream Class: C Sub -Basin: 03-02-04
North
Caswell County
Page 9 of 9
AFFIDAVIT OF INSERTION OF ADVERTISMENT
The Times -News Publishing Company
Burlington, NC
Alamance County
I, Debbie Shue, Legal Advertising Manager of the Times -News Publishing Co.,
Do certify that the advertisement of entitled:
Public Notice
North Carolina
Environmental
Management
Measuring 56 Lines appeared in The Times -News, a newspaper published in Alamance
County, Burlington, NC, in issues of
October 10, 2013
22621433/22625701
ik0
Legal Advertising Manager
Sworn to and subscribed before me this MI" day ofP./X.044/z—,2013
,%%itIIIIgge,
,,%``osS Litt/e',�i
Z. CD?o%sty C�
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''""��ance 70-
My commission expires: January 20, 2015
Public Notice
North Carolina
Environmental
Management
Commission/
NPDES Unit
1617 Mail Service
Center
Raleigh, NrC
27699-1617
Notice of Intent
To Issue a NPDES
Wastewater Permit
The North Carolina Envi-
ronmental Management
Commission proposes to
issue a NPDES waste-
water discharge permit to
the person(s) listed be-
low. Written comments
regarding the proposed
permit will be accepted
until 30 days after the
publish date of this notice.
The Director of the NC Di-
vision of Water Resources
(DWR) may hold a public
hearing should there be a
significant degree of pub-
lic interest. Please mail
comments and/or infor-
mation requests to DWR
at the above address. In-
terested persons may
visit the DWR at 512 N.
Salisbury Street, Raleigh,
NC to review information
on file. Additional infor-
mation on NPDES permits
and this notice may be
found on our website:
http://portancdenr.org/web
/wq/swp/ps/npdes/calendar
or by calling (919)
807.6390. The Town of
Yanceyville requested re-
newal of permit
NC0040011 for the Van-
ceyville WWTP in Caswell
County; this permitted
discharge is treated
wastewater to Country
Line Creek in the Roanoke
River Basin.
October 10, 2013
a Ross Little
6tary Public
ej?s.
FACT SHEET FOR EXPEDITED PERMIT RENEWALS
Basic Information for Expedited Permit Renewals
Permit Writer/Date
Bob Sledge 12/20/2013
Permit Number
NC0040011
Facility Name
Town of Yanceyville WWTP
Basin Name/Sub-basin number
Roanoke 03-02-04
Receiving Stream
Country Line Creek
Stream Classification in Permit
C
Does permit need Daily Max NH3 limits?
Already Included
Does permit need TRC limits/language?
Already included
Does permit have toxicity testing?
Yes — All tests = "pass" during last permit cycle
Does permit have Special Conditions?
Expansion provision to 0.6 MGD
Does permit have instream monitoring?
Yes
Is the stream impaired (on 303(d) list)?
Not at the location of the discharge
Any obvious compliance concerns?
No
Any permit mods since last permit?
No
Current expiration date
5/31/2012
New expiration date
5/31/2017
Comments received on Draft Permit?
No
Permit was originally assigned to Jackie, then misassigned to Bob in BIMS. Bob picked the
permit up when Jackie went on medical leave.
The Town of Yanceyville WWTP is a 0.45 MGD SBR system. The Town has provision within
the permit to increase the discharge to 0.6 MGD, but at the present has no plans to expand the
WWTP. The Town currently has no industrial users; the flow to the WWTP is 100% domestic.
Monitoring for non -conventional parameters is a holdover from a time when a textile mill was
served by the WWTP. That industry shut down in the mid 1990s.
A reasonable potential analysis was performed using data submitted by the facility (Jan. 2011 —
July 2013). The results of the RPA are in the permit file. As a result of the RPA, the following
changes were made to the permit:
• Limits for Cadmium and Lead were removed from the permit.
♦ Monitoring frequencies for Cadmium, Copper, Lead and Zinc were reduced to quarterly.
• The monitoring requirements for Chromium and Silver were removed from the permit.
Mercury was evaluated using the 2012 permitting strategy for mercury. The following
information was used in establishing monitoring and limits:
Hg Annual Average (8/2012 — 7/2013) = 4.9 ng/L
IWC = 43.66%
Dilution Factor = 2.29
Allowable Hg Concentration = 27.48 ng/L
No values in dataset > 27.48 (highest = 22 ng/L)
Minor Municipal WWTP
Conclusion: Monitoring = Once/5years, no limit, no mercury minimization plan required. Low
level mercury analysis is required.
Yanceyville WWTP
NC0040011
REASONABLE POTENTIAL ANALYSIS
Qw (MGD) = 0.60
1Q1OS(cfs)= 1.01
7Q l OS (cfs) = 1.20
7Q1 OW (cfs) = 4.90
30Q2 (cfs) = 6.40
Avg. Stream Flow, QA (cfs) = 44.00
Receiving Stream: Country Line Creek
WWTP/WIT Class: WW-2
IWC @ 1Q1OS = 47.94%
IWC @ 7Q1OS = 43.66%
IWC @ 7Q1OW = 15.95%
IWC @ 30Q2 = 12.69%
IWC @QA= 2.07%
Stream Class: C
Outfall 001 _
Qw=0.6MGD.
CHRONIC TEST CONCENTRATION = 43.7%
PARAMETER
TYPE
(1)
STANDARDS & CRITERIA (2)
-J
a
m
,-
'
REASONABLE POTENTIAL RESULTS
RECOMMENDED ACTION
NC WQS /
Chronic
Applied
Standard
'Yz FAV /
Acute
n
# Det. MaxWred Allowable Cw
Arsenic
Arsenic
C
C
50
10
FW(7Q10s)
HH/WS(Qavg)
ug/L
ug/L
0
0
0
0
N/A
N/A
Acute: NO WQS
-- _ _ _----_ _ ----------------------
Chronic:-114.5
-
Chronic: 483.1
— -------
Beryllium
NC
6.5
FW(7Q10s)
ug/L
0
0
N/A
Acute: NO WQS
-__ _ _----- _------------------------------
Chronic: 14.9
Cadmium
NC
2
FW(7Q10s)
15
ug/L
64
0
1.3
Acute: 31.3
_____________
___
-
Chronic: 4.6
No value > Allowable Cw
________ __
___
Remove limit; reduce to quarterly monitoring
Chlorides (AL)
NC
230
FW(7Q10s)
mg/L
0
0
N/A
Acute: NO WQS
_ _
--_ Chronic:-----__—
527 -----------------------------
Chlorinated Phenolic Compounds
NC
1
A(30Q2)
ug/L
0
0
N/A
Acute: NO WQS
-- _ _ _ -------------
— ---- � 9—
Chronic:
———-- --- ---------
Total Phenolic Compounds
NC
300
A(30Q2)
ug/L
0
0
N/A
Acute: NO WQS
_
--_ _ _ Chronic:----2--
,364.1
-- -------------------------
Chromium
NC
50
FW(7Q10s)
1022
ug/L
10
0
2.5
Acute: 2,131.8
_-_ _ _----__ __-----------------------------
Chronic: 114.5
No value > Allowable Cw
All no detect; remove monitoring
Copper(AL)
NC
7
FW(7Q10s)
7.3
ug/L
32
19
83_------------------------------
Acute: 15.2
Chronic: 16.0
3 value(s) > Allowable Cw
RP for AL(Cu,Zn,Ag,Fe,CI) - apply Quarterly
Monitoring in conjunction with TOX Test
Cyanide
NC
5
FW(7Q10s)
22
10
ug/L
11
1
20.4
Acute: 45.9
-- _ _-----_ _------------------------------
Chronic: 11.5
No value > Allowable Cw
Maintain quarterly monitoring
Page 1 of 2
NC0040011 RPA 2013.xlsm, rpa
10/8/2013
Yanceyville WWTP
NC0040011
REASONABLE POTENTIAL ANALYSIS
Outfall 001
Qw=0.6MGD_
Fluoride
NC
1800
FW(7Q10s)
ug/L
0
0
N/A
Acute: NO WQS
--_ _ _---- _ _ _----_-----------------------
Chronic: 4,122.8
Lead
NC
25
FW(7Q10s)
33.8
ug/L
64
2
12.4
Acute: 70.5
_-_ _ __—_-- _------------_-----_—_---_—_—_—
Chronic: 57.3
No value > Allowable Cw
Remove limit; decrease monitoring to quarterly
Mercury
NC
12
FW(7Q10s)
0.5
ng/L
0
0
N/A
Acute: NO WQS
_- _ _--_—__ _----------_—_—_-------------_—
Chronic: 27.5
Molybdenum
NC
2000
HH(7Q10s)
ug/L
0
0
N/A
Acute: NO WQS
--_ _ __—_— _ _ _----_-----------------------
Chronic: 4,580.9
Nickel
NC
88
FW(7Q10s)
261
ug/L
0
0
N/A
Acute: 544.4
_ _ _ _ _
Chronic: 201.6
Selenium
NC
5
FW(7Q10s)
56
ug/L
0
0
N/A
Acute: 116.8
_- _ _----__ __-----_—_-------------_-------
Chronic: 11.5
Silver(AL)
NC
0.06
FW(7Q10s)
1.23
ug/L
10
0
2.500
Acute: 2.566
__ __
_________
- _ Chronic: 0.137
10 value(s) > Allowable Cw
_ _ _ _ _ _ _ _____ _______
All no detect; remove monitoring
Zinc(AL)
NC
50
FW(7Q10s)
67
ug/L
31
31
161.0__-----------------------------
Acute: 139.8
Chronic: 114.5
No value > Allowable Cw
RP for AL(Cu,Zn,Ag,Fe,CI) - apply Quarterly
Monitoring In conjunction with TOX Test
0
0
N/A
Acute:
-- --------------------------------------
Chronic:
0
0
N/A
Acute:
-- --------------------------------------
Chronic:
0
0
N/A
Acute:
___
Chronic:
0
0
N/A
Acute:
-- --------------------------------------
Chronic:
Page 2 of 2
NC0040011 RPA 2013.xlsm, rpa
10/8/2013
2012 North Carolina 303(d) List -Category 5
Roanoke River Basin
> AU Number
Name
10-digit Watershed
Description
0301010308
Length or Area
Units
Lower Smith River
Classification
Category
Category Rating
Use
Reason for Rating
Parameter
Year
> 22-40-(2.5)
Smith River
From a point 0.8 mile downstream of Rockingham County SR 1714 (Aiken 0.5
Road) to Fieldcrest Mills Water Supply Intake
FW Miles WS-IV;CA
5 Impaired
Aquatic Life
Standard Violation
Copper
2008
5
Roanoke River Basin
10-digit Watershed
12-digit Subwatershed
0301010309
030101030901
Cascade Creek -Dan River
Town Creek -Dan Rivei
• 22-(39)a
DAN RIVER (North
Carolina portion)
From Mill Branch to NC/VA crossing downstream of Wolf Island Creek 13.8
FW Miles C
5 Impaired
Aquatic Life
Standard Violation
Turbidity
2008
5
> 22-40-(3)
Smith River
From Fieldcrest Mills Water Supply Intake to Dan River
1.8 FW Miles C
5 Impaired
Aquatic Life
Standard Violation
Copper
2008
Roanoke River Basin
8-digit Subbasin
03010104
5
Dan River
Roanoke River Basin
10-digit Watershed
12-digit Subwatershed
0301010401
030101040102
Hogans Creek -Dan River
Pumpkin Creek -Dan Rive
> 22-(39)b
DAN RIVER (North
Carolina portion)
From NC/VA crossing downstream of Wolf Island Creek to last crossing of 9.6
North Carolina -Virginia State Line
FW Miles C
5 Impaired
Aquatic Life
Standard Violation
Turbidity
2008
5
Roanoke River Basin
10-digit Watershed
12-digit Subwatershed
0301010402
030101040202
Country Line Creek
Upper Country Line Creel
> 22-56-(3.5)a
Country Line Creek
(Farmers Lake)
Upper reservoir- From a point 0.5 mile upstream of mouth Nats Fork to 90.7
dam at Farmer Lake (Town of Yanceyville water supply intake located 1.8
mile upstream of N.C. Hwy. 62)
FW Acres WS-II;HQW,CA 5
5 Impaired
5 Impaired
Aquatic Life
Aquatic Life
Standard Violation
Standard Violation
Chlorophyll a
Turbidity
2010
2010
Friday, August 24, 2012
Approved by EPA August 10, 2012
P/JCyart /5
2[[//e//arn c 1'
�1 did are &,
Page 93 of 170
FACILITY NAME AND PERMIT NUMBER:
Town of Yanceyville, NC0040011
PERMIT ACTION REQUESTED:
Renewal
FORM
2A
NPDES
RIVER BASIN:
Roanoke
NPDES FORM 2A 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 B. 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.8. 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 8.6.
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
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 to
ripA@MOWIE
ing.
DEC -2 2011
DENR-WATER QUALITY
F. Industrial User Discharges and RCRA/CERCLA Wastes. A treatment works that cccERtgi,pmgENtwatinciatefifro any
significant industrial users (SIUs) or receives RCRA or CERCLA wastes must complete Part F (industrial User Discharges
and RCRA/CERCLA Wastes). Sills 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 I, 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.
icity Testing
G. Combined Sewer Systems. A treatment works that has a combined sewer system must complete Part G (Combined Sewer
Systems).
ALL APPLICANTS MUST COMPLETE PART C (CERTIFICATION)
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 1 of 22
FACILITY NAME AND PERMIT NUMBER:
Town of Yanceyville, NC0040011
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Roanoke
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.1. Facility Information.
Facility Name Yancewille WWTP
Mailing Address PO Box 727
Yancewille, NC 27379
Contact Person Haynes Brigman
Title Manager
Telephone Number 1336) 694-5431
Facility Address NCSR 1743
(not P.O. Box) Yancevviile, NC 27379
A.2. Applicant Information. If the applicant is different from the above, provide the following:
Applicant Name
Mailing Address
Contact Person
Title
Telephone Number 1 )
Is the applicant the owner or operator (or both) of the treatment works?
to the facility or the applicant.
environmental permits that have been issued to the treatment works
PSD
e owner ❑ operator
Indicate whether correspondence regarding this permit should be directed
• facility e applicant
A.3. Existing Environmental Permits. Provide the permit number of any existing
(include state -issued permits).
NPDES NC0040011
UIC Other
RCRA Other
A.4. Collection System information. Provide information on municipalitles 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 its ownership (municipal, private, etc.).
Name Population Served Type of Collection System Ownership
Town of Yancewille Sanitary (Separate) Town of Yancevvilte
Total population served 2800
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 2 of 22
FACILITY NAME AND PERMIT NUMBER:
Town of Yanceyville, NC0040011
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Roanoke
A.5. Indian Country.
a. Is the treatment works located in Indian Country?
❑ Yes ®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 ®No
A.6. 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 12th month of 'this year occurring no more than three months prior to this application submittal.
a. Design flow rate 0.45 mgd
b. Annual average daily flow rate
c. Maximum daily flow rate
Two Years Apo Last Year This Year
0.239 (2009) 0.267 (2010) 0.257 (201116-mths)
1.12 0.947 0.504
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.
® Separate sanitary sewer 100 %
❑ Combined storm and sanitary sewer
A.8. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? 0 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
ii. Discharges of untreated or partially treated effluent
ili. 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
If yes, provide the following for each surface impoundment:
Location:
1
0 No
Annual average daily volume discharge to surface impoundment(s) mgd
Is discharge ❑ continuous or ❑ intermittent?
c. Does the treatment works land -apply treated wastewater? 0 Yes ® No
If yes, provide the following for each land application site:
Location:
Number of acres:
Annual average daily volume applied to site: mgd
Is land application
0 continuous or 0 intermittent?
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works?
❑ Yes ®No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 3 of 22
FACILITY NAME AND PERMIT NUMBER:
Town of Yanceyville, NC0040011
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Roanoke
If yes, describe the mean(s) by which the wastewater from the treatment works is discharged or transported to the other treatment works
(e.g., tank truck, pipe).
If transport is by a party other than the applicant, provide:
Transporter Name
Mailing Address
Contact Person
Title
Telephone Number ( )
For each treatment works that receives this discharge, provide the following:
Name
Mailing Address
Contact Person
Title
Telephone Number ( )
If 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. mgd
e. Does the treatment works discharge or dispose of its wastewater in a manner not included
in A.8. through A.8.d above (e.g., underground percolation, well injection):
If yes, provide the following for each disposal method:
Description of method (including location and size of site(s) if applicable):
❑ Yes ®No
Annual daily volume disposed by this method:
Is disposal through this method ❑ continuous or ❑ intermittent?
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 4 of 22
FACILITY NAME AND PERMIT NUMBER:
Town of Yanceyville, NC0040011
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Roanoke
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. Outfall number 001
b. Location Town of Yanceyville 27379
(City or town, if applicable) (Zip Code)
Caswell NC
(County) (State)
36 23' 19" N 79 20' 27" W
(Latitude) (Longitude)
c. Distance from shore (if applicable) N/A ft.
d. Depth below surface (if applicable) N/A ft.
e. Average daily flow rate 0.257 mgd
f. Does this outfall have either an Intermittent or a periodic discharge? ❑ Yes ® No (go to A.9.g.)
If yes, provide the following information:
Number f times per year discharge occurs:
Average duration of each discharge:
Average flow per discharge: mgd
Months in which discharge occurs:
g. Is outfall equipped with a diffuser? ❑ Yes ® No
A.10. Description of Receiving Waters.
a. Name of receiving water County Line Creek
b. Name of watershed (if known)
United States SoII Conservation Service 14-digit watershed code (if known):
c. Name of State Management/River Basin (if known): Roanoke River Basin
United States Geological Survey 8-digit hydrologic cataloging unit code (if known):
d. Critical low flow of receiving stream (if applicable)
acute cfs chronic cfs
e. Total hardness of receiving stream at critical low flow (if applicable): mg/I 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:
Town of Yanceyville, NC0040011
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Roanoke
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
■ Primary ® Secondary
• Advanced Other. Describe: SBR Process
b. Indicate the following removal rates (as applicable):
Design BOD5 removal or Design CBOD5 removal 90 %
Design SS removal 90
Design P removal %
Design N removal
Other
c. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe:
Liquid Chlorine (Sodium Hvcochlorite)
If disinfection is by chlorination Is dechlorination used for this outfall? Yes 0 No
Does the treatment plant have post aeration? ❑ Yes ® 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 QA/QC requirements of
40 CFR Part 136 and other appropriate QA/QC 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.
Outfall number: 001
PARAMETER
MAXIMUM DAILY VALUE
AVERAGE DAILY VALUE
Value
Units
Value
Units
Number of Samples
pH (Minimum)
6.7
s.u.
r
pH (Maximum)
6.9
s.u.
Flow Rate
0.446
MGD
0.282
MGD
59
Temperature (Winter)
8.0
C
8.0
C
41
Temperature (Summer)
26.0
C
23.0
C
44
* For pH please report a minimum and a maximum daily value
POLLUTANT
MAXIMUM DAILY
DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
ML/MDL
Conc.
Units
Conc.
Units
Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN
BOD5
11.8
MG/L
2.12
MG/L
9
SMS210B
DEMAND (Report one)
CBOD5
FECAL COLIFORM
5800
#/100ML
1.0
#/100M
9
SM9222D
TOTAL SUSPENDED SOLIDS (TSS)
14
MG/L
1.1
MG/L
9
SM2540D
END OF PART A.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-8 & 7550-22.
Page 6 of 22
FACILITY NAME AND PERMIT NUMBER:
Town of Yanceyville, NC0040011
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Roanoke
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 applicants 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.1. Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from inflow and/or infiltration.
25.000 gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
Portions of the collection system are video inspected periodically. Some items addressed and repaired.
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 following 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 dechiorination). 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.
B.4. Operation/Maintenance Performed by Contractor(s).
Are any operational or maintenance aspects (related to wastewater treatment and effluent quality) of the treatment works the responsibility of a
contractor? 0 Yes ■ 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: Envirolink. Inc.
Mailing Address: PO Box 670
Bailey, NC 27807
Telephone Number. (252) 235-4900
Responsibilities of Contractor. Operations and Maintenance
B.5. 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 ►_4 No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 7 of 22
FACILITY NAME AND PERMIT NUMBER:
Town of Yanceyville, NC0040011
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Roanoke
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 MM/DD/YYYY MM/DD/YYYY
- Begin Construction / / / /
- End Construction / / / /
- Begin Discharge / / / /
- Attain Operational Level / / / /
e. Have appropriate permits/clearances conceming other Federal/State requirements been obtained? ■ Yes ■ No
Describe briefly:
B.6. EFFLUENT TESTING DATA (GREATER THAN 0.1 MGD ONLY).
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 combine 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 QAIQC 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
POLLUTANT
MAXIMUM DAILY
DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
MUMDL
Conc.
Units
Conc.
Units
Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N)
0.803
MGIL
0.248
MG!L
9
EPA350.1
CHLORINE (TOTAL
RESIDUAL, TRC)
43.0
UGIL
32.0
UGIL
18
STD4500CI G
DISSOLVED OXYGEN
TOTAL KJELDAHL
NITROGEN (TKN)
2.74
MGIL
1.99
MglL
2
EPA351.2
NITRATE PLUS NITRITE
NITROGEN
2.16
MGII
1.15
MGIL
2
EPA353.2
OIL and GREASE
PHOSPHORUS (Total)
0.127
MG!L
0.050
MGIL
2
EPA365.4
TOTAL DISSOLVED SOLIDS
(TDS)
OTHER
END OF PART B.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 8 of 22
FACILITY NAME AND PERMIT NUMBER:
Town of Yanceyville, NC0040011
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Roanoke
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:
® 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 RCRA/CERCLA 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. Based 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 Havn Brigman. Town Manager
Signature Yvt13(th's'"*.-..--
Telephone number (336) 69 - 31
Date signed November 28, 2011
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
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WASTE SLUDGE LINE
AERATED
SLUDGE
LAGOON
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MECHANICAL
BAR SCREEN
MANUAL
GRIT CHAMBER
INFLUENT PUMP
STATION
AQUA AEROBIC
SBR (SEQUENCING BATCH REACTOR)
FLOW EQUALIZATION CHAMBER
EFFLUENT FLOW METER
El-caCHLORINE CONTACT CHAMBER
EFFLUENT QUTFALL
SO2 ADDITION
(DECHLOAINAT1ON)
EFFLUENT DISCHARGE
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alley, williams, carmen & king, inc.
ENGINEERS & ARCHITECTS
740 chapel hill road p.o. box 1179
buriington. n.e. 27215 336/226-5534
PROJECT NO. - 03000
YANCEYVILLE WWTP
SCHEMATIC FLOW DIAGIRAM
CASWELL COUNTY, N.C.
NTS � 10127/2003 Jaw. ur MHW
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