HomeMy WebLinkAboutNC0031879_Renewal (Application)_20190805 ROY COOPER •
Governor
MICHAEL S.REGAN 41'
. r..N.. ;•
Secretary ww "''
LINDA CULPEPPER NORTH CAROLINA
Director Environmental Quality
August 06, 2019
Larry Carver, WWTP Superintendent
City of Marion
PO Drawer 700
Marion, NC 28752
Subject: Permit Renewal
Application No. NC0031879
Corpening Creek WWTP
McDowell County
Dear Applicant:
The Water Quality Permitting Section acknowledges the August 5, 2019 receipt of your permit renewal application and
supporting documentation. Your application will be assigned to a permit writer within the Section's NPDES WW permitting
branch. Per G.S. 150B-3 your current permit does not expire until permit decision on the application is made.
Continuation of the current permit is contingent on timely and sufficient application for renewal of the current permit. The
permit writer will contact you if additional information is required to complete your permit renewal. Please respond in a
timely manner to requests for additional information necessary to allow a complete review of the application and renewal
of the permit.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
https://deq.nc.gov/permits-regulations/permit-guidance/environmental-application-tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.
Sincerely,
i
Wren Thedford
Administrative Assistant
Water Quality Permitting Section
ec: WQPS Laserfiche File w/application
DE Q North Caro rs Department of Environmental QuaIRy 10ivfson of taster Ream:roes
Ashev:'e Regora Off De 12090 U.S.70 H,ehwsy I Swannanoa,North Caro.ra 28778
/'� 828,288-45D:D
0F AGEMime/ City of Marion
Water & Waste Water Treatment
* 18 441* Larry Carver
Marion, North Carolina 28752
Superintendent
, fcAR�
RECEIVED/NOD
EQ/DWR
AUG 052019
Water Quality Section
Ms. Wren Thedford
Please see attached NPDES Permit Renewal request and application for NPDES Permit NC0031879, Corpening Creek
WWTP in McDowell County.
Of note the City respectfully requests a renewal of our tiered permit with first level tier of 2.5 MGD and second level
tier of 3.0 MGD.
This would also allow Corpening Creek WWTP to continue to plan and allocate resources to maximize operations,
monitoring, and water quality protection.We are in hopes of having our monitoring requirements remain at 3 times
per week due to our average flow being less than 1.2MGD.And as the tier requirements are increased so would our
testing back to the level as the permit requires at 3.0 MGD.Also we would like to request our ammonia limits be
established at a level that is compatible to the surrounding WWTP facilities in our area (The permits for the
surrounding facilities reflect the weekly average 11 to 35mg/I and the monthly average 4 to 16mg/I) our DMRS show
that we have never had a toxicity problem at our facility,The toxicity information will be submitted upon completion
of the laboratory,Should you have any questions or need additional information please contact me at 828-652-8843
or IcarverPmarionnc.org.
Thank You , Larry Carver WWTP Superintendent
• Water Filtration Plant • 801 Old Greenlee Rd • Marion, NC 28752 • 828.652.2428 •
• Waste Water Treatment • 3982 Hwy 226 South • Marion, NC 28752 • 828.652.8843 •
I I
ME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Corpening Creek WWTP,NC0031879 RENEWAL CATAWBA
FORM
2A PDES FORM 2A APPLICATION OVERVIEW
NPDES
APPLICATION OVERVIEW
Form 2A has been developed in a modular format and consists of a"Basic Application Information" packet and a
"Supplemental Application Information" packet. The Basic Application Information packet is divided into two parts. All
applicants must complete Parts A and C. Applicants with a design flow greater than or equal to 0.1 mgd must also
complete Part 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>_ 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.
E. Toxicity Testing Data. A treatment works that meets one or more of the following criteria must complete Part E(Toxicity Testing Data):
1. Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program(or has one in place), or
3. Is otherwise required by the permitting authority to submit results of toxicity testing.
F. Industrial User Discharges and RCRA/CERCLA Wastes. A treatment works that accepts process wastewater from any significant
industrial users(Sills)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.
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&7550-23. Page 1 of 23
•
aCILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Corpening Creek VWVfP, NC0031879 RENEWAL CATAWBA
ASIC APPLICATION INFORMATION
ART B. ADDITIONAL APPLICATION INFORMATION FOR APPLICANTS WITH A DESIGN FLOW GREATER THAN OR
EQUAL TO 0.1 MGD(100,000 gallons per day).
I 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).
1. Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from inflow and/or infiltration.
31%during heave rainfall.
Briefly explain any steps underway or planned to minimize inflow and infiltration.
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.
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 redundancy in the system. Also provide a water balance showing all treatment units,including disinfection(e.g.,chlorination and
dechlorination). The water balance must show daily average flow rates at influent and discharge points and approximate daily flow rates between
treatment units. Include a brief narrative description of the diagram.
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? Yes X No
If yes,list the name,address,telephone number,and status of each contractor and describe the contractor's responsibilities(attach additional
pages if necessary).
Name:
Mailing Address:
Telephone Number: ( ) Responsibilities of Contractor:
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&7550-23. Page 6 of 23
orpening Crepk WWTP, NC0031879 RENEWAL CATAWBA
11.Description of Treatment
a. What level of treatment are provided? Check all that apply.
X Primary X Secondary
Advanced Other. Describe:
b.Indicate the following removal rates(as applicable) 85
85 94
Design BOD5 removal or Design CBOD5 removal 94o
Design SS removal
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:
Chlorine
If disinfection is by chlorination,is dechlorination used for X Yes No
this outfall?
Does the treatment plant have post aeratination?
Cascade X Yes No
12.Effluent Testing Information. All Applicants that discharge towaters of the US must provid
e 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.
utfall number: 001
MAXIMUM DAILY VALUE AVERAGE DAILY VALUE
PARAMETER
Value Units Value Units Number of Samples
1(Minimum) 6.0 s.u. 3-week
-I(Maximum) 7.0 s.u.
3-week
ow Rate
3.77 MGD 1.14 MGD Daily
)mperature 12.4 Celsius
Vinter) 13.8 Celsius 3-week
?.mperature 23.7 Celsius
summer) 21.0 Celsius 3-week
*For pH please report a minimum and a maximum daily value
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
POLLUTANT ANALYTICAL ML/MDL
Conc. Units Conc. Units Number of METHOD
Samples
ONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
OCHEMI BOD5 40
AL mg/L 2.59 mg/L 3-week SM5210B <2 mg/L
XYGEN CBOD5
EMAND
teport
ie)
ECAL COLIFORM Colilert-18 <1CFU/100
Fecal Coliform
600 MPN/100/mL 4.3 MPN/100/mL 3-week Method mL
)TAL SUSPENDED
DLIDS(TSS) 1824 mg/L 3.7 mg/L 3-week SM2540D <2.5mg/L
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&7550-23. Page 7 of 23
L 1
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Corpening Creek VWVTP, NC0031879 RENEWAL CATAWBA
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 concerning 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 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 pollutant scans and must be no more than four
and on-half years old.
Outfall Number: 001
MAXIMUM DAILY
DISCHARGE AVERAGE DAILY DISCHARGE
POLLUTANT ANALYTICAL MUMDL
Number of METHOD
Conc. Units Conc. Units Samples
CONVENTIONAL AND NON C ONVENTIONAL COMPOUNDS
AMMONIA(as N) 18 mg/L 0.91 mg/L 3-week SM4500NH3 D 0.50
CHLORINE(TOTAL SM4500CLG-
RESIDUAL,TRC) 45 Ug/L <20 ug/L 3-week 2000 20ug/L
DISSOLVED OXYGEN 11.8 mg/L 8.4 mg/L 3-week SM45000G-
2001
TOTAL KJELDAHL
NITROGEN(TKN) 9.3 mg/L 3.6 mg/L 15 351.2 0.50
NITRATE PLUS NITRITE SM4500-NO3
NITROGEN 8.2 mg/L 5.14 mg/L 3 H 1.00
OIL and GREASE <5.0 mg/L <5.0 mg/L 3 1664-A 5.0
PHOSPHORUS(Total) 2.9 mg/L 1.4 mg/L 12 SM4500 PF 0.050
TOTAL DISSOLVED SOLIDS
(TDS) 252 mg/L 231 mg/L 3 SM2540 C 10
OTHER
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-23. Page 8 of 23
END OF PART B.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS OF
FORM 2A YOU MUST COMPLETE
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Corpening Creek WWTP, NC0031879 RENEWAL CATAWBA
BASIC APPLICATION INFORMATION
PART C. CERTIFICATION
All applicants must complete the Certification Section. Refer to instructions to determine who is an officer for the purposes of this
certification. All applicants must complete all applicable sections of Form 2A,as explained in the Application Overview. Indicate below which parts of
Form 2A you have completed and are submitting. By signing this certification statement,applicants confirm that they have reviewed Form 2A and have
completed all sections that apply to the facility for which this application is submitted.
Indicate which parts of Form 2A you have completed and are submitting:
X Basic Application Information packet Supplemental Application Information packet:
X Part D(Expanded Effluent Testing Data)
X 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 Larry Carver, Superintendent
Signature
Telephone number (828) 652-8843
Date signed
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&7550-23. Page 9 of 23
M %
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Corpening Creek WWTP, NC0031879 RENEWAL CATAWBA
SUPPLEMENTAL APPLICATION INFORMATION
PART D. EXPANDED EFFLUENT TESTING DATA
Refer to the directions on the cover page to determine whether this section applies to the treatment works.
Effluent Testing: 1.0 mgd and Pretreatment Works. If the treatment works has a design flow greater than or equal to 1.0 mgd or it has(or is required to
have)a pretreatment program,or is otherwise required by the permitting authority to provide the data,then provide effluent testing data for the following
pollutants. Provide the indicated effluent testing information and any other information 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 analyses conducted using 40 CFR Part 136 methods. In addition,these 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. Indicate in the blank rows provided below any data
you may have on pollutants not specifically listed in this form. At a minimum,effluent testing data must be based on at least three pollutant scans and must
be no more than four and one-half years old.
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE
POLLUTANT Number ANALYTICAL MUMDL
Conc. Units Mass Units Conc. Units Mass Units of METHOD
Samples
METALS(TOTAL RECOVE RABLE),CYANIDE,PHENOLS,AND HAR DNESS.
ANTIMONY <0.005 mg/L <0.005 mg/L 3 200.8 0.005
ARSENIC <0.010 mg/L <0.010 mg/L 3 200.8 0.010
BERYLLIUM <0.001 mg/L <0.001 mg/L 3 200.8 0.001
200.8
CADMIUM <0.001 mg/L <0.001 mg/L 3 0.001
9
200.8
CHROMIUM <0.005 mg/L <0.005 mg/L 3 0.005
200.8
COPPER 0.005 mg/L 0.003 mg/L 8 0.001
LEAD <0.005 g 3 200.8 0.005
<0.005 mg/L m /L
MERCURY 3.03 ng/L 1.34 ng/L 3 1631E 0.500
NICKEL <0.010 mg/L <0.010 mg/L 3 200.8 0.010
3 200.8
SELENIUM <0.010 mg/L <0.010 mg/L 0.010
SILVER <0.005 mg/L <0.005 mg/L 3 200.8 0.005
THALLIUM <0.001 mg/L <0.001 mg/L 3 200.8 0.001
200.8
ZINC 0.056 mg/L 0.039 mg/L 8 0.030
CYANIDE <0.005 mg/L <0.005 mg/L 3 SM4500CNE 0.005
TOTAL PHENOLIC
COMPOUNDS <0.005 mg/L <0.005 mg/L 3 420.1 0.005
HARDNESS(as 54 49 3 200.7 1.0
CaCO3) mg/L mg/L
Use this space(or a separate sheet)to provide information on other metals requested by the permit writer
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-23. Page 10 of 23
M
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Corpening Creek VWVfP, NC0031879 RENEWAL CATAWBA
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY AVERAGE DAILY DISCHARGE
DISCHARGE
POLLUTANT Number ANALYTICAL MUMDL
Conc. Units Mass Units Conc. Units Mass Units of METHOD
Samples
VOLATILE ORGANIC COM POUNDS
ACROLEIN <5.0 ug/L <5.0 ug/L 3 624 5.0
ACRYLONITRILE <5.0 ug/L <5.0 ug/L 3 624 5.0
BENZENE <2.0 ug/L <2.0 ug/L 3 624 2.0
BROMOFORM <2.0 ug/L <2.0 ug/L 3 624 2.0
CARBON
TETRACHLORIDE <2.0 ug/L <2.0 ug/L 3 624 2.0
CHLOROBENZENE <2.0 ug/L <2.0 ug/L 3 624 2.0
CHLORODIBROMOMETHANE
<2.0 ug/L <2.0 ug/L 3 624 2.0
CHLOROETHANE <2.0 ug/L <2.0 ug/L 3 624 2.0
2-CHLOROETHYLVINYL
ETHER <5.0 ug/L <5.0 ug/L 3 624 5.0
CHLOROFORM 24.0 ug/L 17.5 ug/L 3 624 2.0
DICHLOROBROMOMETHANE
<2.0 ug/L <2.0 ug/L 3 624 2.0
1,1-DICHLOROETHANE <2.0 ug/L <2.0 ug/L 3 624 2.0
1,2-DICHLOROETHANE <2.0 ug/L <2.0 ug/L 3 624 2.0
TRANS-1,2-
DICHLOROETHYLENE <2.0 ug/L <2.0 ug/L 3 624 2.0
1,1-DICHLORO-
ETHYLENE <2.0 ug/L <2.0 ug/L 3 624 2.0
1,2-DICHLOROPROPANE <2.0 ug/L <2.0 ug/L 3 624 2.0
1,3-DICHLORO-
PROPYLENE <1.0 ug/L <1.0 ug/L 3 624 1.0
ug/L
ETHYLBENZENE <2.0 <2.0 ug/L 3 624 2.0
METHYL BROMIDE <2.0 ug/L <2.0 ug/L 3 624 2.0
METHYL CHLORIDE <2.0 ug/L <2.0 ug/L 3 624 2.0
METHYLENE CHLORIDE <2.0 ug/L <2.0 ug/L 3 624 2.0
1,1,2,2-TETRA-
CHLOROETHANE <2.0 ug/L <2.0 ug/L 3 624 2.0
TETRACHLOROETHYLENE
<2.0 ug/L <2.0 ug/L 3 624 2.0
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-23. Page 11 of 23
TOLUENE <2.0 ug/L <2.0 ug/L 3 624 2.0
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Corpening Creek WWTP, NC0031879 RENEWAL CATAWBA
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY AVERAGE DAILY DISCHARGE
DISCHARGE
POLLUTANT Number ANALYTICAL MUMDL
Conc. Units Mass Units Conc. Units Mass Units of METHOD
Samples
111
TRICHLOROETHANE <2.0 ug/L <2.0 ug/L 3 624 2.0
1,1,2-
TRICHLOROETHANE <2.0 ug/L <2.0 ug/L 3 624 2.0
TRICHLOROETHYLENE <2.0 ug/L <2.0 ug/L 3 624 2.0
VINYL CHLORIDE <2.0 ug/L <2.0 ug/L 3 624 2.0
Use this space(or a separate sheet)to provide information on other volatile organic compounds requested by the permit writer
ACID-EXTRACTABLE CO MPOUNDS
P-CHLORO-M-CRESOL <5.00 ug/L <5.00 ug/L 3 625 5.00
2-CHLOROPHENOL <5.00 ug/L <5.00 ug/L 3 625 5.00
2,4-DICHLOROPHENOL <5.00 ug/L <5.00 ug/L 3 625 5.00
2,4-DIMETHYLPHENOL <5.00 ug/L <5.00 ug/L 3 625 5.00
4,6-DINITRO-O-CRESOL <5.00 ug/L <5.00 ug/L 3 625 5.00
2,4-DINITROPHENOL <10 ug/L <10 ug/L 3 625 10.0
2-NITROPHENOL <5.00 ug/L <5.00 ug/L 3 625 5.00
4-NITROPHENOL <5.00 ug/L <5.00 ug/L 3 625 5.00
PENTACHLOROPHENOL <5.00 ug/L <5.00 ug/L 3 625 5.00
PHENOL <5.00 ug/L <5.00 ug/L 3 625 5.00
2,4,6-
TRICHLOROPHENOL <5.0 0 ug/L <5.00 ug/L 3 625 5.00
Use this space(or a se arat a sheet)toprovide inf ormation on other acid-extractable compounds request ed bythe permit writer
P P P q
BASE-NEUTRAL COMP OUNDS
ACENAPHTHENE <5.00 ug/L <5.00 ug/L 3 625 5.00
ACENAPHTHYLENE <5.00 ug/L <5.00 ug/L 3 625 5.00
ANTHRACENE <5.00 ug/L <5.00 ug/L 3 625 5.00
i
BENZIDINE <80 ug/L <80 ug/L 3 625 80.0
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-23. Page 12 of 23
BENZO(A)ANTHRACENE <5.00 ug/L <5.00 ug/L 3 625 5.00
BENZO(A)PYRENE <5.00 ug/L <5.00 ug/L 3 625 5.00
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Corpening Creek VWVfP, NC0031879 RENEWAL CATAWBA
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE
POLLUTANT Number of ANALYTICAL ML/MDL
Conc. Units Mass Units Conc. Units Mass Units Samples METHOD
3,4 BENZO-
FLUORANTHENE <5.00 ug/L <5.00 ug/L 3 625 5.00
BENZO(GHI)PERYLENE <5.00 ug/L <5.00 ug/L 3 625 5.00
BENZO(K)
FLUORANTHENE <5.00 ug/L <5.00 ug/L 3 625 5.00
BIS(2-CHLOROETHOXY)
METHANE <5.00 ug/L <5.00 ug/L 3 625 5.00
BIS(2-
CHLOROETHYL)ETHER <5.00 ug/L <5.00 ug/L 3 625 5.00
BIS (2-
CHLOROISOPROPYL) <5.00 ug/L <5.00 ug/L 3 625 5.00
ETHER
BIS(2-ETHYLHEXYL)
PHTHALATE <5.00 ug/L <5.00 ug/L 3 625 5.00
4-BROMOPHENYL
PHENYL ETHER <5.00 ug/L <5.00 ug/L 3 625 5.00
BUTYLBENZYL
PHTHALATE <5.00 ug/L <5.00 ug/L 3 625 5.00
2CHLORO-
NAPHTHALENE <5.00 ug/L <5.00 ug/L 3 625 5.00
4-CHLORPHENYL
PHENYL ETHER <5.00 ug/L <5.00 ug/L 3 625 5.00
CHRYSENE <5.00 ug/L <5.00 ug/L 3 625 5.00
DI-N-BUTYL PHTHALATE <5.00 ug/L <5.00 ug/L 3 625 5.00
DI-N-OCTYL PHTHALATE <5.00 ug/L <5.00 ug/L 3 625 5.00
DIBENZO(A,H)
ANTHRACENE <5.00 ug/L <5.00 ug/L 3 625 5.00
1,2-DICHLOROBENZENE <2.00 ug/L <2.00 ug/L 3 624 2.00
1,3-DICHLOROBENZENE <2.00 ug/L <2.00 ug/L 3 624 2.00
1,4-DICHLOROBENZENE <2.00 ug/L <2.00 ug/L 3 624 2.00
3,3-DICHLORO-
BENZIDINE <5.00 ug/L <5.00 ug/L 3 625 5.00
DIETHYL PHTHALATE <5.00 ug/L <5.00 ug/L 3 625 5.00
DIMETHYL PHTHALATE <5.00 ug/L <5.00 ug/L 3 625 5.00
2,4-DINITROTOLUENE <5.00 ug/L <5.00 ug/L 3 625 5.00
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-23. Page 13 of 23
2,6-DINITROTOLUENE <5.00 ug/L <5.00 ug/L 3 625 5.00
1,2-DIPHENYL-
HYDRAZINE <5.00 ug/L <5.00 ug/L 3 B25 5.00
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Corpening Creek WWTP, NC0031879 RENEWAL
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY AVERAGE DAILY DISCHARGE
DISCHARGE
POLLUTANT Number ANALYTICAL ML/MDL
Conc. Units Mass Units Conc. Units Mass Units of METHOD
Samples
FLUORANTHENE <5.00 ug/L <5.00 ug/L 3 625 5.00
5.00
FLUORENE <5.00 ug/L <5.00 ug/L 3 625
5.00
HEXACHLOROBENZENE <5.00 ug/L <5.00 ug/L 3 625
HEXACHLOROBUTADIENE 5.00
<5.00 ug/L <5.00 ug/L 3 625
HEXACHLOROCYCLOPENTADIENE 5.00
<5.0 ug/L <5.00 ug/L 3 625
5.00
HEXACHLOROETHANE <5.00 ug/L <5.00 ug/L 3 625
INDENO(1,2,3-CD) 5.00
PYRENE <5.00 ug/L <5.00 ug/L 3 625
ISOPHORONE <5.00 ug/L <5.00 ug/L 3 625 5.00
NAPHTHALENE <5.00 ug/L <5.00 ug/L 3 625 5.00
NITROBENZENE <5.00 ug/L <5.00 ug/L 3 625 5.00
N-NITROSODI-NPROPYLAMINE
<5.00 ug/L <5.00 ug/L 3 625 5.00
N-NITROSODI-
METHYLAMINE <5.00 ug/L <5.00 ug/L 3 625 5.00
N-NITROSODI-
PHENYLAMINE <5.00 ug/L <5.00 ug/L 3 625 5.00
PHENANTHRENE <5.00 ug/L <5.00 ug/L 3 625 5.00
PYRENE <5.00 ug/L <5.00 ug/L 3 625 5.00
1,2,4-
TRICHLOROBENZENE <2.00 ug/L <2 00 ug/L 3 624 2.00
Use this space(or a separate sheet)to provide information on other base-neutral compounds requested by the per mit writer
Use this space(or a separat e sheet)to provide information on other pollutants(e.g.,pesticide s)requeste d by the p ermit writer
END OF PART D.
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&7550-23. Page 14 of 23
•
•
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Corpening Creek WWTP, NC0031879 RENEWAL CATAWBA
SUPPLEMENTAL APPLICATION INFORMATION
PART E. TOXICITY TESTING DATA
POTWs meeting one or more of the following criteria must provide the results of whole effluent toxicity tests for acute or chronic toxicity for each of the
facility's discharge points: 1)POTWs with a design flow rate greater than or equal to 1.0 mgd;2)POTWs with a pretreatment program(or those that are
required to have one under 40 CFR Part 403);or 3)POTWs required by the permitting authority to submit data for these parameters.
• At a minimum,these results must include quarterly testing for a 12-month period within the past 1 year using multiple species(minimum of two
species),or the results from four tests performed at least annually in the four and one-half years prior to the application,provided the results
show no appreciable toxicity,and testing for acute and/or chronic toxicity,depending on the range of receiving water dilution. 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.
• In addition,submit the results of any other whole effluent toxicity tests from the past four and one-half years. If a whole effluent toxicity test
conducted during the past four and one-half years revealed toxicity,provide any information on the cause of the toxicity or any results of a
toxicity reduction evaluation,if one was conducted.
• If you have already submitted any of the information requested in Part E,you need not submit it again. Rather,provide the information
requested in question E.4 for previously submitted information. If EPA methods were not used,report the reasons for using alternate methods.
If test summaries are available that contain all of the information requested below,they may be submitted in place of Part E.
If no biomonitoring data is required,do not complete Part E. Refer to the Application Overview for directions on which other sections of the form to complete.
E.1.Required Tests.
Indicate the number of whole effluent toxicity tests conducted in the past four and one-half years.
X acute
chronic
E.2.Individual Test Data. Complete the following chart for each whole effluent toxicity test conducted in the last four and one-half years. Allow one
column per test(where each species constitutes a test). Copy this page if more than three tests are being reported.
Test number: _ Test number: Test number:
a.Test information.
Test Species&test method number
Age at initiation of test
Outfall number
Dates sample collected
Date test started
Duration
b.Give toxicity test methods followed.
Manual title
Edition number and year of publication
Page number(s)
c. Give the sample collection m thod(s)used. For multiple grab samples,indicate the number of grab samples used.
24-Hour composite
Grab
d.Indicate where the sample was taken in relation to disinfection. (Check all that apply for each.
Before disinfection
After disinfection
After dechlorination
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-23. Page 15 of 23
Corpgning Creek VVV TP, NC0031879 RENEWAL CATAWBA
Test number: Test number: Test number:
e.Describe the point in the treatment process at which the sample was collected.
ample was collected:
f. For each test,include whethe r the test was intended to assess chronic toxicity,acute toxicity,or both
hronic toxicity
:ute toxicity
g.Provide the type of test perfor med.
:atic
:atic-renewal
ow-through
h.Source of dilution water. If la boratory water,specify type;if receiving water,specify source.
rboratory water
icei ving water
i. Type of dilution water. If salt water,specify"natural"or type of artificial sea salts or brine used.
esh water
alt water
j. Give the percentage effluent used for all concentrations in the test series.
k. Parameters measured during the test. (State whether parameter meets test method specifications)
alinity
amperature
nmonia
issolved oxygen
I. Test Results.
cute:
Percent survival in 100%
effluent ryo 0/0
LCso
95%C.I.
Control percent survival %
Other(describe)
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-23. Page 16 of 23
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Corpening Creek WWTP, NC0031879 RENEWAL CATAWBA
Chronic:
NOEC %
IC25 %cyo
Control percent survival
Other(describe)
m.Quality Control/Quality Assur ance.
Is reference toxicant data available?
Was reference toxicant test within
acceptable bounds?
What date was reference toxicant test
run(MM/DD/YYYY)? / / / / / /
Other(describe)
E.3.Toxicity Reduction Evaluation. Is the treatment works involved in a Toxicity Reduction Evaluation?
Yes X No If yes,describe:
E.4. Summary of Submitted Biomonitoring Test Information. If you have submitted biomonitoring test information, or information regarding the cause of
toxicity,within the past four and one-half years, provide the dates the information was submitted to the permitting authority and a summary of the
results.
Date submitted: / / (MM/DD/YYYY)
Summary of results: (see instructions)
END OF PART E.
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&7550-23. Page 17 of 23
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Corpening Creek VWVfP, NC0031879 RENEWAL CATAWBA
SUPPLEMENTAL APPLICATION INFORMATION
PART F. INDUSTRIAL USER DISCHARGES AND RCRA/CERCLA WASTES
All treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA,or other remedial wastes must complete
art F.
GENERAL INFORMATION:
F.1. Pretreatment program. Does the treatment works have,or is subject to,an approved pretreatment program?
Yes X No
F.2. Number of Significant Industrial Users(Sills)and Categorical Industrial Users(CIUs). Provide the number of each of the following types of
industrial users that discharge to the treatment works.
a. Number of non-categorical SIUs.
b. Number of CIUs.
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works,copy questions F.3 through F.8 and provide
the information requested for each SIU.
F.3.Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name:
Mailing Address:
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
F.5.Principal Product(s)and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's discharge.
Principal product(s):
Raw material(s):
F.6. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons
per day(gpd)and whether the discharge is continuous or intermittent.
gpd ( continuous or intermittent)
b. Non-process wastewater flow rate. Indicate the average daily volume of non-process wastewater flow discharged into the collection
system in gallons per day(gpd)and whether the discharge is continuous or intermittent.
gpd ( continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits Yes No
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-23. Page 18 of 23
b. Categorical pretreatment Yes hich No
standards category and
If subject to categorical pretreatment subcategory
standards,w
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-23. Page 19 of 23
1 �
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems(e.g.,
upsets,interference)at the treatment works in the past three years?
• Yes ❑ No If yes,describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck,rail or dedicated pipe?
❑ Yes ❑ No(go to F.12)
F.10. Waste transport. Method by which RCRA waste is received(check all that apply):
❑ Truck ❑ Rail ❑ Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount(volume or mass,specify units).
EPA Hazardous Waste Number Amount Units
CERCLA(SUPERFUND)WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION
WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediation Waste. Does the treatment works currently(or has it been notified that it will)receive waste from remedial activities?
❑ Yes(complete F.13 through F.15.) ❑ No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates(or is excepted to origniate in
the next five years).
F.14. Pollutants. List the hazardous constituents that are received(or are expected to be received). Include data on volume and concentration,if
known. (Attach additional sheets if necessary.)
F.15. Waste Treatment.
a. Is this waste treated(or will be treated)prior to entering the treatment works?
❑ Yes ❑ No
If yes,describe the treatment(provide information about the removal efficiency):
b. Is the discharge(or will the discharge be)continuous or intermittent?
❑ Continuous ❑ Intermittent If intermittent,describe discharge schedule.
END OF PART F.
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&7550-23. Page 20 of 23
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Corpening Creek WVVfP, NC0031879 RENEWAL CATAWBA
SUPPLEMENTAL APPLICATION INFORMATION
PART G. COMBINED SEWER SYSTEMS
If the treatment works has a combined sewer system,complete Part G.
G.1.System Map. Provide a map indicating the following: (may be included with Basic Application Information)a.All
CSO discharge points.
b. Sensitive use areas potentially affected by CSOs(e.g.,beaches,drinking water supplies,shellfish beds,sensitive aquatic ecosystems,and
outstanding natural resource waters).
c. Waters that support threatened and endangered species potentially affected by CSOs.
G.2.System Diagram. Provide a diagram,either in the map provided in G.1 or on a separate drawing,of the combined sewer collection system that
includes the following information.
a. Location of major sewer trunk lines,both combined and separate sanitary.
b. Locations of points where separate sanitary sewers feed into the combined sewer system.
c. Locations of in-line and off-line storage structures.
d. Locations of flow-regulating devices.
e. Locations of pump stations.
CSO OUTFALLS:
Complete questions G.3 through G.6 once for each CSO discharge point.
G.3.Description of Outfall.
a. Outfall number
b. Location
(City or town,if applicable) (Zip Code)
(County) (State)
(Latitude) (Longitude)
c. Distance from shore(if applicable) ft.
d. Depth below surface(if applicable) ft.
e. Which of the following were monitored during the last year for this CSO?
Rainfall CSO pollutant concentrations CSO frequency
CSO flow volume Receiving water quality
f. How many storm events were monitored during the last year?
G.4.CSO Events.
a. Give the number of CSO events in the last year.
events actual or approx.)
b. Give the average duration per CSO event.
hours actual or approx.)
Additional information, if provided,will appear on the following pages.
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-23. Page 21 of 23
•
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Corpening Creek WWTP, NC0031879 RENEWAL CATAWBA
c. Give the average volume per CSO event.
million gallons( actual or approx.)
d. Give the minimum rainfall that caused a CSO event in the
last year Inches of rainfall G.5.Description of Receiving Waters.
a. Name of receiving water:
b. Name of watershed/river/stream system:
United State Soil Conservation Service 14-digit watershed code(if known):
c. Name of State Management/River Basin:
United States Geological Survey 8-digit hydrologic cataloging unit code(if known):
G.6.CSO Operations.
Describe any known water quality impacts on the receiving water caused by this CSO(e.g.,permanent or intermittent beach closings,permanent or
intermittent shell fish bed closings,fish kills,fish advisories,other recreational loss,or violation of any applicable State water quality standard).
END OF PART G.
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&7550-23. Page 22 of 23
s ►
NPDES FORM 2A Additional Information
oF..MA�.
~�U�° CITY OF MARION
P.O. Drawer 700 OFFICE OF THE
� 1 " WASTE TREATMENT
Marion, North Carolina 28752 PLANT SLPERYISOR
�`. \ ''Pj'ff CAL���'
Sludge Management Program
The sludge produced at Corpening Creek WWTP is land applied in a liquid form under a state issued land
application permit. WQ0019960 all analysis done under this permit is sent to the state as a record of our
solids application.
All sludge application is done by Southern Soil Builders from Roaring River NC. Dennis Keys is our
contact, his address is as follows.
Southern Soil Builders
958 Hoots Road
Roaring River NC 28669
--, 1800-411-5527
r
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�, Facility Information Facility t•, ... ti
i.,autude: 35°39'Ol° Sub-Basirs 03-08-30 Location �•. '
Lor>gituie: 81°5T29" • a
Qvad H: E11NW
Steam Class: C Marion-Corpg Creek W WTir
Receiving Strearrr
Corpening Creek(Youclgs Folk) A lOh NC0031879
_ .._ „riw r,rt V McDowell County