HomeMy WebLinkAboutNC0036668_Permit (Issuance)_20120117NPDES DOCUMENT :;CANNING COVER SHEET
NPDES Permit:
NC0036668
Kenansville WWTP
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:
January 17, 2012
This document is printed on reuse paper - ignore any
content on the reirerse side
ATA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E. Dee Freeman
Governor Director Secretary
Mr. Eric Coman
Town Manager
Town of Kenansville
P.O. Box 370
Kenansville, North Carolina 28349-0370
Dear Mr. Coman:
January 17, 2012
Subject: NPDES PERMIT ISSUANCE
Permit Number NC0036668
Kenansville WWTP - Grade 2
Duplin County
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).
Please note that new treatment components cannot begin without prior approval. The ditch
utilized for sludge needs to be cleaned out and not used for sludge until after receipt of an
Authorization to Construct permit from the Division.
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 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 regarding this permit, please do not hesitate
to contact Maureen Scardina of my staff at (919) 807-6388. If you have any questions in regard to the need
for an Authorization to Construct please contact Dean Hunkele of our Wilmington Regional Office at 910-
796-7387.
Charles Wakild, P.E.
cc: Central Files
NPDES Unit Files
Wilmington Regional Office, Surface Water Protection Section
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: httpjlportal.ncdenr.orglweblwglhome
NorthCarolina
Naturally
An Equal Opportunity 1 Affirmative Action Employer
e 1
Permit NC0036668
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 Kenansville
is hereby authorized to discharge wastewater from a facility located at the
Kenansville WWTP
Industrial Drive
Off of NCSR 1301
North of Kenansville
Duplin County
to receiving waters designated as Grove Creek in the Cape Fear River Basin in accordance with
effluent limits, monitoring requirements, and other conditions set forth in Parts I, II, III and IV hereof.
This permit shall become effective March 1, 2012.
This permit and authorization to discharge shall expire at midnight on January 31, 2017.
Signed this day January 17, 2012.
I� es akild, P.E., Dire
ivision of Water Quality
By Authority of the Environmental Management Commission
Permit NC0036668
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.
The Town of Kenansville is hereby authorized to:,
1. Continue to operate an existing 0.30 MGD wastewater treatment system with the following
components:
• Dual manual bar screens
• Dual grit troughs
• Dual oxidation ditches with brush rotors
• Dual secondary clarifiers
• Gas chlorination
• Gas dechlorination
• Two sludge digesters
• Four sludge drying beds
• Influent & effluent flow meters
• Standby generator
The facility is located north of Kenansville on Industrial Drive, off of NCSR 1301 in Duplin
County.
2. Discharge from said treatment works at the location specified on the attached map into Grove
Creek, currently classified C-Swamp waters in sub -basin 03-06-22 in the Cape Fear River Basin.
Town of Kenansville
Kenansville WWTP
Coun : Duplin Stream Class: C-Swamp
Receiving Stream: Grove Creek Sub -Basin: 03-06-22
Latitude: 34° 58' 06" Grid/Quad: Kenansville
Longitude: 77° 57' 54" HUC #: 03030007
Facility
Location
(not to scalel
NORTH
NPDES Permit: NC0036668
Permit NC0036668
A. (1.) EFFLUENT LIMITS AND MONITORING REQUIREMENTS
During the period beginning on March 1, 2012 and lasting until expiration, the permittee is authorized to discharge
treated wastewater from outfall 001. Such discharges shall be limited and monitored by the permittee as specified
below:
LIMrrS
MONITORING REQUIREMENTS
:
CHAItAC 'FsRISTICS
EFFLUENT
Parameter Code,•... ,
Monthly
Average-
Weekly
` Average
Measurement
:Frequency" _,
-Sample
., :' .Type _
Sample.:
> : Locationl
Flow
50050
0.3 MGD
Continuous
Recorder
Influent or Effluent
BOD, 5 day (20°C)Z -Summer*
00310
6.0 mg/L
9.0 mg/L
Weekly
Composite
Influent & Effluent
BOD, 5 day (20°C}Z -Winter*
00310
12.0 mg/L
18.0 mg/L
Weekly
Composite
Influent & Effluent
Total Suspended Solids2
00530
30.0 mg/L
45.0 mg/L
Weekly
Composite
Influent & Effluent
NH3 as N - Summer*
00610
2.0 mg/L
6.0 mg/L
Weekly
Composite
Effluent
NH3 as N -Winter*
00610
4.0 mg/L
12.0 mg/L
Weekly
Composite
Effluent
Fecal Coliform (geometric mean)
31616
200/100 ml
400/100 ml
Weekly
Grab
Effluent
Temperature (deg. C)
00010
Daily -
weekdays
Grab
Effluent
Total Phosphorus (as P)
00665
Quarterly
Composite
Effluent
Total Nitrogen (as N)
00600 •
Quarterly
Composite
Effluent
Oil & Grease
00556
Monthly
Grab
Effluent
Total Residual Chlorine 3
50060
28 µg/L Daily Maximum
2/week
Grab
Effluent
Dissolved Oxygen
00300
Daily average > 6.0 mg/L
Weekly
Grab
Effluent
pH
00400
Not < 6.0 nor > 9.0
Standard Units
Weekly
Grab
Effluent
Temperature (deg. C) - Winter*
00010
Weekly
Grab
Upstream &
Downstream
Dissolved Oxygen - Winter*
•00300
Weekly
Grab
Upstream &
Downstream
*Summer: April 1— October 31
*Winter: November 1— March 31
Footnotes:
1. Upstream = at NCSR 1301; Downstream = at NC Highway 11
2. The monthly average effluent BOD5 and Total Suspended Solids concentrations shall not exceed 15% of the respective
influent value (85% removal).
3. The Division shall consider all effluent TRC values reported below 50 µg/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 µg/L.
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS
Permit NC0036668
A. (2.) PERMIT RE -OPENER: SUPPLEMENTARY NUTRIENT MONITORING/TMDL IMPLEMENTATION
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.
The Division may, upon written notification to the permittee, re -open this permit in order to
incorporate or modify effluent limits, monitoring and reporting requirements, or other permit
conditions when it deems such action is necessary to implement TMDL(s) approved by the U.S. EPA.
Scardina, Maureen
Subject: FW: DRAFT Permit: NC0036668 Town of Kenansville
From: Hunkele, Dean
Sent: Thursday, November 10, 2011 3:04 PM
To: Scardina, Maureen
Subject: RE: DRAFT Permit: NC0036668 Town of Kenansville
M,
Would list it as gas chlorination and gas dechlorination — can drop tanks as all have that for chlorination, dechlor not
needed. Dual secondary clarifiers. Add influent & effluent flow meters.
What about our Special Condition? They experimented with ditch without approval and it failed. Needs design &
equipment added to work. Otherwise, need to point out in cover letter that old ditch needs to be cleaned out prior to
effective date of permit and not used for again sludge without A-to-C approval.
Thanks
Dean Hunkele, Senior Environmental Specialist
Wilmington Regional Office
Division of Water Quality, Surface Water Protection Section
http://www.ncwaterquality.org/
From: Scardina, Maureen
Sent: Wednesday, November 09, 2011 2:55 PM
To: Hunkele, Dean; Reid, Steve
Subject: DRAFT Permit: NC0036668 Town of Kenansville
l(tu:o e6u,Fc(-Osko-+Jd JLt cCcaf+
UUWCA ca. ,04,043 P_L JAL` -
Please see the attached draft permit. Please feel free to comment if appropriate.
Thanks,
Maureen
MaureenA�Scardina
TE
NC DENR Dt^JQ
NCDENR (919) 807-6388/6495 (fax)
maureen. scardina fancdenr. gov
Point Source Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Yap://comae^- r rse 3Y - Y'p1 =
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.
1
(ZI231gq
zit I12
AFFIDAVIT OF PUBLICATION
STATE OF NORTH CAROLINA
COUNTY OF SAMPSON
JULES MOLENDA, PUBLISHER, of the Sampson Independent, a newspaper published in
Sampson County, N.C. being duly sworn, says that at the time the attached notice was
published in the SAMPSON INDEPENDENT, said newspaper met all of the requirements
and qualifications prescribed by North Carolina General Statue 1-597; that said newspaper had
a general circulation to actual paid subscribers; and was admitted to the United States mail as
second class matter in Sampson County, N.C.; and further, that the attached notice was
pu it1d in the S MPSINDEPENDENT on
Legais
PUBLIC NOTICE
North Carolina Environmental
Management
Commission/NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Notice of . Intent to Issue a
NPDES Wastewater Permit
The North Carolina Environ-
mental Management Commis-
sion proposes to issue a
NPDES wastewater discharge
permit to the person(s) listed
below.
Written comments regarding
the proposed permit will be ac-
cepted until 30 days after 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 mait
comments and/or information
requests to DWQ at the above
address. Interested persons
may visit the DWQ at 512 N.
Salisbury Street, Raleigh, NC
to review information on file.
Additional information on
NPDES permits and this notice
may be found on our website:
http://portal.ncdenr.org/web/wq
/swp/ps/npdes/calendar; or by
calling (919) 807-6304.
The Town of Garland has re-
quested renewal of permit
number NC0025569 for Gar-
land WWTP, Sampson -
County. This permitted facility
discharges treated wastewater
to the Great Coharie Creek,
Cape Fear River Basin.
The Town of Kenansville has
Legals
requested renewal of permit
number NC0036668 for its Ke-
nansville WWTP, Duplin
County. This permitted facility
discharges treated wastewater
to Grove Creek, Cape Fear
River Basin..
The Sampson Independent
November 13, 2011.c.
\k)c
2011.
Publisher
S,to and subscribed before me this the
of , 2011.
NOTARY PUBLIC
My commission expires: June 20, 2015
day
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
Maureen Scardina 10/24/11
Permit Number
NC0036668
Facility Name
Kenansville WWTP
Basin Name/Sub-basin number
Cape Fear 03-06-22
Receiving Stream
Grove Creek
Stream Classification in Permit
C-Swamp
Does permit need Daily Max NH3 limits?
No
Does permit need TRC limits/language?
Yes No - New language added
Does permit have toxicity testing?
Yes No
Does permit have Special Conditions?
Yes No - Existing/Updated
Does permit have instream monitoring?
Yes No - Tem I erature & DO
Is the stream impaired (on 303(d) list)? For
what parameter?
Yes No
Any obvious compliance concerns?
No. They had an assessment in 2010 and 2011 for
ammonia violation. Doesn't appear to be a
recurring problem
Any permit mods since last permit?
No
Current expiration date
1/31/12
New expiration date
1/31/17
Comments received on Draft Permit?
Yes — Regional staff clarified the list of treatment
components which was done. Wants the permit
cover letter to remind permittee of the need for ATC
before introducing new treatment components.
• The list of treatment components have been updated on the Supplement to Cover.
• The Total Residual Chlorine footnote has been updated in Section A.(1.).
• Updated Section A.(2.) Permit Reopener.
NPDES Permit Renewal Staff Report
To:
From:
Facility:
August 22, 2011
Maureen Scardina, NPDES Expedited Permitting & Compliance Unit
Dean Hunkele, Senior Environmental Specialist —Wilmington
Kenansville (NC0036668)
Please review last inspection report dated 8-2-2011.
Facility address & Iat/longs and outfall lat/longs have been updated in BIMS.
Specific Permit Comments:
1. Our office would like to see a Special Condition in this permit(er quiring the installationof
appropriate mixers in the old 0-ditch for sludge holding/treatment within 270 days of permit
issuance.
2. Need to update the facility description to only indicate 2 sludge digesters and 4 sludge drying v
beds. The 4 smaller, original drying beds are abandoned.
3. Change Temp monitoring to weekly from daily. Add Dlimit. Assign all quarterly monitoring to
same months as toxicity to avoid potential phantom violations in BIMS. X
RtYv\_\ e- retuLcit H--1/
tioQ L„,its ()AA vt . -I"1ree C
.t✓� vc),(1Lcf c( 12s2-
CE:v ({ o '
Crict z - Dcdt,
Criun of Ifirtuutsvillt
P.O. BOX 370,141 ROUTLEDGE ROAD, KENANSVILLE, N.C. 28349-0370
Telephone 910-296-0369
FAX 910-296-0707
www kenansville.org
Betty Long, Mayor
Stephen M. Williamson, Jr., Mayor Pro Tem
Allen Wood, Commissioner
April 10, 2011
NCDENR/DWQ
Attn: NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Dear Sir:
Milta G. King, Commissioner
Trevor Houston, Commissioner
Dennis Lee Graham, Commissioner
This letter is requesting renewal of the NPDES Permit # NC0036668 for the Town of Kenansvilie, NC
which expires on January 31, 2012.
Please feel free to contact me if you have any questions regarding this request at 910-296-0369.
Thank You,
!1t�YY1
Eric Coman
Town Manager
Town of Kenansvilie, NC 28349
EgEOWEEN
Foy 0 3 2011
Ep jR 'A ER QUALITY
POINT SOURCE BRANCH
Designated as: A Bicentennial Community, Governor's Award Town, National Historic District
Governor's Community of Excellence
"Proud of Its Past; Pride in Its Future"
'gaunt of Ifintattsuilit
P.O. BOX 370,141 ROUTLEDGE ROAD, KENANSV[LLE, N.C. 28349-0370
Telephone 910-296-0369
FAX 910-296-0707
www.kenansville.org
Betty Long, Mayor
Stephen M. Williamson, Jr., Mayor Pro Tem
Allen Wood, Commissioner
April 10, 2011
Sludge Management Plan
Town of Kenansville WWTP
NPDES NC0036668
Kenansville, NC 28349
Milta G. King, Commissioner
Trevor Houston, Commissioner
Dennis Lee Graham, Commissioner
Sludge from the clarifiers is pumped into an aerobic digester tank where it is dewatered. Dewatered
sludge is then lime stabilized to reach a pH of 12. Sludge is then transported by Triple S Farms, P. 0. Box
709, Beulaville, NC to their fields for land application. The Town of Kenansville is on their WQS permit
for land application.
n CC. Comoki")
Eric Coman
Town Manager
Town of Kenansville, NC 28349
Designated as: A Bicentennial Community, Governor's Award Town, National Historic District
Governor's Community of Excellence
"Proud of Its Past; Pride in Its Future"
FACILITY NAME AND PERMIT NUMBER:
PfejlO.nSv1Lk, LOW N0003bbb4
FORM
2A
NPDES
APPLICATION OVERVIEW
PERMIT ACTION REQUESTED:
2A APPLICATION OVERVIEW
RIVER BASIN:
C Ape Fear
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:
. 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 >_ 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 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 provide the information.
Toxicity Testing Data. A treatment works that meets one or more of the following criteria must comple °,
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.
MAY 0 3 ?011
DENR-WATER QUALM'
POINT SOURCE BRANCH
Industrial User Discharges and RCRA/CERCLA 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 RCRA/CERCLA 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 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.
. 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:
14 ern GAS V 11. Ltl A)T P NC o034,G68.
PERMIT ACTION REQUESTED:
E t1/4tLWet (
RIVER BASIN:
C Ape. tie 4 r-
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 Infomiation.
Facility Name Kt*crGV% Ike- W WT P
Mailing Address 'RO rIpx 37 to
Kenetasui tie_, NC__ a2 49
Contact Person ESL G C O YLOA
Title 10Wf\ MCJ1.f10u0�e_f
Telephone Number (R10) ZCitp - .n109 �3
Facility Address is us'TT i al NQIVe °PE' 5RMC_ 301
(not P.O. Box) 1oQ.tti & tAeanalls\ille ,uplift QIUA4y
A.2. Applicant Information. If the applicant is different from the above, provide the following:
Applicant Name
Mailing Address
Contact Person
Title
Telephone Number ( )
Is the applicant the owner or operator (or both) of the treatment works?
IR owner tik operator
Indicate whether correspondence regarding this permit should be directed
to the facility or the applicant.
environmental permits that have been issued to the treatment works
PSD
til facility • applicant
A.3. Existing Environmental Permits. Provide the permit number of any existing
(include state -issued permits).
NPDES N C- CObtacitclOg
UIC Other
RCRA Other
A.4. Collection System Information. Provide information on municipalities
entity and, if known, provide information on the type of collection system
Name 11 Population Served
and areas served by the facility. Provide the name and population of each
(combined vs. separate) and its ownership (municipal, private, etc.).
Type of Collection System Ownership
62&-k.. -Town
- NOW& Of a rAnSN i ke- k2DO
Of
1
Total population served VZOO
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 2 of 22
FACILITY NAME AND PERMIT NUMBER:
1119.. a tSVikle_ ktu TP NC.Co3(n(do4ti
PERMIT ACTION REQUESTED:
aA
RIVER BASIN:
e_Af¢.'Pear
A.S. 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 N. 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 • 30 mgd
b. Annual average daily flow rate
c. Maximum daily flow rate
Two Years Aao Last Year This Year
. 1`I 1 • 165 • 1/9
• GNU`-1
• aas . a.sa
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 BOO
❑ 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.? 181. Yes 0 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
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
If yes, provide the following for each surface impoundment:
Location:
Annual average daily volume discharge to surface impoundment(s)
Is discharge ❑ continuous or
�No
❑ intermittent?
mgd
c. Does the treatment works land -apply treated wastewater? ❑ Yes g. 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 ❑ continuous or ❑ 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:
l�e.ln l l
PERMIT ACTION REQUESTED:
RIVER BASIN:
OUtSV i e. lOWTP NC.po366(095 Ci„pe. Fear
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.B. through A.8.d above (e.g., underground percolation, well injection): ❑ Yes . 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). Replaces EPA forms 7550-6 & 7550-22.
Page 4 of 22
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
tAttAansvale. WWTP NC Oo3 669)
WASTEWATER DISCHARGES:
dear
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 I
b. Location
I ansvi Ile, W634°I
(City or town, if applicable) (Zip Code)
(County) (State)
34° 5e' 77° 571 5'4,f
(Latitude) (Longitude)
c. Distance from shore (if applicable) ft.
d. Depth below surface (if applicable) ft.
e. Average daily flow rate • ( 7 I 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 Grove. Ccec k
b. Name of watershed (if known)
. United States Soil Conservation Service 14-digit watershed code (if known):
c. Name of State Management/River Basin (if known): AQ. ge.Clr
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): mgll 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:
\kl2AVIASV.14 to & T P ' Nce03& (o
PERMIT ACTION REQUESTED:
" e one
RIVER BASIN:
4'2aC'
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
gPrimary ❑ Secondary
❑ Advanced ❑ Other. Describe:
b. Indicate the following removal rates (as applicable): �1
Design BODS removal or Design CBOD5 removal a5
Design SS removal Q5 %
Design P removal
Design N removal °k
Other
c. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe:
CA-AofiNA- ibn
If disinfection is by chlorination is dechlorination used for this outfall? 1:. Yes 0 No
Does the treatment plant have post aeration? X Yes 0 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. 1
PARAMETER
MAXIMUM DAILY VALUE
AVERAGE DAILY VALUE
Value
Units
Value
Units
Number of Samples
pH (Minimum)
(p
s.u.
pH (Maximum)
9
s.u.
A
Flow Rate
• .3
� y4�
Temperature (Winter)
a O o C
5
,. f�,kke,(k
Temperature (Summer)
a aC s
t i
U
* For pH please report a minimum and a maximum daily value
POLLUTANT
MAXIMUM DAILY
DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
MUMDL
Conc.
Units
Conc.
Units
Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN
DEMAND (Report one)
BODS
µSk
CBOD5
^h,
Ne
FECAL COLIFORM
TO M\
A p ?!
� bask
TOTAL SUSPENDED SOLIDS (TSS)
tA5 \
3 y Q-atS
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 7550-6 & 7550-22.
Page 6 of 22
FACILITY NAME AND PERMIT NUMBER:
NAarrvih. WI)3TP ' NC, 003(f)(068
PERMIT ACTION REQUESTED:
P-Rtatwo,
RIVER BASIN:
CApes E tr
BASIC APPLICATION INFORMATION
•
PART B. ADDITIONALAPPLICATION INFOR ATION FOR • APPLICANTS: WIT, H.A DESIGN FLOW GREA• T• ER•THAN OR
EQl1AL TO 01 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
• D l 7 S gpd
that flow into the treatment works from inflow and/or infiltration.
&aliof re-66.
Briefly explain any steps underway or planned to minimize inflow and infiltration.
I0001 4. yet('11 slip line_8 Li-
B.2. Topographic Map. Attach to this application a topographic map of the
map must show the outline of the facility and the following information.
area.)
a. The area surrounding the treatment plant, including all unit processes.
b. The major pipes or other structures through which wastewater enters
treated wastewater is discharged from the treatment plant. Include
c. Each well where wastewater from the treatment plant is injected underground.
d. Wells, springs, other surface water bodies, and drinking water wells
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
f. If the treatment works receives waste that is classified as hazardous
or special pipe, show on the map where the hazardous waste enters
B.3. Process Flow Diagram or Schematic. Provide a diagram showing the
backup power sources or redunancy in the system. Also provide a water
chlorination and dechiorination). The water balance must show daily average
rates between treatment units. Include a brief narrative description of
B.4. OperationlMaintenance Performed by Contractor(s).
Are any operational or maintenance aspects (related to wastewater treatment
area extending at least one mile beyond facility property boundaries. This
(You may submit more than one map if one map does not show the entire
Sex_ itkikozka
the treatment works and the pipes or other structures through which
outfalls from bypass piping, if applicable.
that are: 1) within % mile of the property boundaries of the treatment
is stored, treated, or disposed.
under the Resource Conservation and Recovery Act (RCRA) by truck, rail,
the treatment works and where it is treated, stored, and/or disposed.
processes of the treatment plant, including all bypass piping and all
balance showing all treatment units, including disinfection (e.g.,
flow rates at influent and discharge points and approximate daily flow
the diagram. 16E. A,�L'} e.Ae d
77
and effluent quality) of the treatment works the responsibility of a
and describe the contractor's responsibilities (attach additional
contractor? • Yes % No
If yes, list the name, address, telephone number, and status of each contractor
pages if necessary).
Name:
Mailing Address:
Telephone Number. ( )
Responsibilities of Contractor.
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 , No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 7 of 22
C4Q- 0,0„J
3 ri CArT
TLr
O k
O
of ,.
g
r
z
^ vs,
a
0
S
o
o^
z
0
s
ti
`J • 1
FACILITY NAME AND PERMIT NUMBER:
Kawsvi 1le. WWW NC, oo3io(d0
PERMIT ACTION REQUESTED:
e— e_iteoa,i
RIVER BASIN:
C.-Av. FerA(`
c. If the answer to B.5.b is "Yes," briefly describe, including new maximum daily inflow rate (if applicable).
d. Provide dates imposed
applicable. For improvements
applicable. Indicate
Implementation Stage
- Begin Construction
- End Construction
- Begin Discharge
- Attain Operational
e. Have appropriate
Describe briefly:
by any compliance schedule
planned independently
dates as accurately as possible.
Level
permits/clearances concerning other
or any actual dates of completion for the implementation steps listed
of local, State, or Federal agencies, indicate planned or actual completion
Schedule Actual Completion
MM/DDIYYYY MM/DD/YYYY
below, as
dates, as
Yes 0 No
/ / I /
/ / / /
/ / / /
/ / / /
Federal/State requirements been obtained? 0
B.6. EFFLUENT TESTING DATA (GREATER THAN 0.1 MGD
Applicants that discharge to waters of the US must
effluent testing required by the permitting authority
on combine sewer overflows in this section. All information
using 40 CFR Part 136 methods. In addition, this data
QA/QC requirements for standard methods for analytes
based on at least three pollutant scans and must be
Outfall Number. !
ONLY). •
provide effluent testing data for the following parameters. Provide
for each outfall through which effluent is discharged. Do not include
the indicated
information
conducted
other appropriate
data must be
reported must be based on data collected through analysis
must comply with QAIQC requirements of 40 CFR Part 136 and
not addressed by 40 CFR Part 136. At a minimum effluent testing
no more than four and on -half years old.
POLLUTANT
MAXIMUM DAILY
DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
MLIMDL
• Conc.
Units
Conc.
Units
Number of.
Sample's
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N)
4(312,0
( `
J
CHLORINE (TOTAL
RESIDUAL, TRC)
as
ug 1
DISSOLVED OXYGEN
�' �
�1
rty
�7
1
TOTAL KJELDAHL
NITROGEN (TKN)
�r _ej t
%�
�Q
v
c,
'
NITRATE PLUS NITRITEv/"
NITROGEN
+�
' i`
4-Ali
J
OIL and GREASE
gl
5�
1-
PHOSPHORUS (Total)
,�,��1
`
TOTAL DISSOLVED SOLIDS
(TDS)
OTHER
' END OF PART B
REFER TO THE APPLICATION :OVERVIEW PAO 'I TO DETERMINE WHICH:OTHER PARTS;
f.'• - ! .G:" lY..!51 �-f..t/...�� .�- II - 14 H ' �.:s - f k
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:
neASV i I le. WWTP NGD03(o!o(o8
PERMIT ACTION REQUESTED:
f' i-ne.>aa (
RIVER BASIN:
CAPt. feat'
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
Basic Application Information packet Supplemental
are submitting:
Application Information packet:
D (Expanded Effluent Testing Data)
E (Toxicity Testing: Biomonitoring Data)
F (Industrial User Discharges and RCRA/CERCLA Wastes)
G (Combined Sewer Systems)
• Part
❑ Part
■ Part
• Part
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. t+
Name and official title £,.,iC Cyv1 but Nto.AA
rroUaA tel..
Signature tfil*c_ etfivviAD
Telephone number ( al)) 2910 - 03 (D 9
Date signed cf`t 1 \b) 20 k1
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:
NCDENRI 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