NC0023906_Permit renewal application request_20071231

Michael F. Easley, Governor
X
December 4, 2007 o* ''
DEC - 5 2007>v
DE’
Dear Mr. Brice:
Sincerely,
cc:
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
The NPDES Unit received your permit renewal application on December 4, 2007. A member of the
NPDES Unit will review your application. They will contact you if additional information is required to
complete your permit renewal You should expect to receive a draft permit approximately 30-45 days before
your existing permit expires.
North Carolina Division of Water Quality
Internet: v u w.ncwaterquality.org
Coleen H. Sullins, Director
Division of Water Quality
Customer Service
1-877-623-6748
1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone]
Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
Subject Receipt of permit renewal application
NPDES Permit NC0023906
Wilson WWTP
Wilson County
CENTRAL FILES
Raleigh Regional Office/Surface Water Protection
NPDES Unit
Dina Sprinkle
NPDES Unit
RUSSELL P BRICE
WATER RECLAMATION FACILITY MANAGER
CITY OF WILSON
PO BOX 10
WILSON NC 27894-0010
If you have any additional questions concerning renewal of the subject permits, please contact Jackie
Nowell at [phone], extension 512.
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
North Carolina Naturally
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*
COPY
November 30, 2007
DEC - 4 2007
Subject:
Dear Sir/Madame:
If you have questions or need additional information please call me at [phone].
Sincerely,
Cc:
j
Water Reclamation
Division
This serves as a request by the City of Wilson (City) to renew NPDES Permit No.
NC0023906. Enclosed are one signed original and two (2) copies of the permit renewal
package as required including a residual management plan. The City’s permit expires
May 31, 2008.
Russell P. Brice
Water Reclamation Facility Manager
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
P.O. BOX 10 I WILSON, NORTH CAROLINA 27894-0010 / TELEPHONE [phone] / FAX: [phone]
EQUAL OPPORTUNITY / AFFIMATIVE ACTION EMPLOYER
Charles Pittman, Deputy City Manager
Barry Parks, Assistant Director of Public Services/Water Resources
NCDENR/ DWQ
ATTN: NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
NPDES Permit Renewal Request
NPDES Permit No. NC0023906
City of Wilson
CITY OF WILSON
uVo/ttli Coftoftno
INCORPORATED >849
27894-0010
NPDES FORM 2A APPLICATION OVERVIEW
APPLICATION OVERVIEW
BASIC APPLICATION INFORMATION:
A.
B.
Certification. All applicants must complete Part C (Certification).C.
SUPPLEMENTAL APPLICATION INFORMATION:
D.
1.
2.
3.
E.
1.
2.
3.
F.
1.
2.
a.
b.
c.
G.
ALL APPLICANTS MUST COMPLETE PART C (CERTIFICATION)
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 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.
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.
PERMIT ACTION REQUESTED:
Renewal
FACILITY NAME AND PERMIT NUMBER:
Hominy Creek Wastewater Management Facility,
NC0023906
RIVER BASIN:
Neuse
FORM
2A
NPDES
Toxicity Testing Data. A treatment works that meets one or more of the following criteria must complete Part E (Toxicity Testing
Data);
Has a design flow rate greater than or equal to 1 mgd,
Is required to have a pretreatment program (or has one in place), or
Is otherwise required by the permitting authority to submit results of toxicity testing.
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):
Has a design flow rate greater than or equal to Imgd,
Is required to have a pretreatment program (or has one in place), or
Is otherwise required by the permitting authority to provide the information.
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:
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
Any other industrial user that:
Discharges an average of 25,000 gallons per day or more of process wastewater to the treatment works (with certain
exclusions); or
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
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).
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 Hominy Creek Water Reclamation Facility
Mailing Address Post Office Box 10
Wilson. NC 27894
Russell BriceContact Person
Title Plant Manager
[phone]Telephone Number
Facility Address 3100 Old Stantonsburg Road
(not P.O. Box)Wilson. NC 27894
Applicant Information. If the applicant is different from the above, provide the following:A.2.
Applicant Name
Mailing Address
Contact Person
Title
Telephone Number
Is the applicant the owner or operator (or both) of the treatment works?
0 owner 0 operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant.
applicant0facility
A. 3.
PSDNC0023906NPDES
OtherUIC
OtherRCRA
A.4.
Population Served Type of Collection System OwnershipName
municipal45,562 Wilson
municipal983Lucamaseparate
separate and separate municipal and municipalBlack Creek and Sims 697 and 162
Total population served 47.404
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
FACILITY NAME AND PERMIT NUMBER:
Hominy Creek Water Reclamation Facility,
NC0023906
nits that have beeriis
Ml"
^-4A/Q0001896 and WQ00231771
NCG11008 I
Existing Environmental Permits. Provide the permit number of any existing environmental permits that have beerdssued to the treatment works
(include state-issued permits).
. C la5$ I
Collection System Information. Provide information on municipalities and areas served by the facility. Provide the name and population of each
entity and, if known, provide information on the type of collection system (combined vs. separate) and its ownership (municipal, private, etc.).
A.5. Indian Country.
Is the treatment works located in Indian Country?a.
Yes No
b.
Yes No
A.6.
mgdDesign flow rate 14a.
This YearTwo Years Ago Last Year
7.798.78 3,04Annual average daily flow rateb.
14.90 16.56 11.03Maximum daily flow ratec.
350 mi.%^Separate sanitary sewer
% Combined storm and sanitary sewer
A.8. Discharges and Other Disposal Methods.
NoDoes the treatment works discharge effluent to waters of the U.S.? Yesa.
If yes, list how many of each of the following types of discharge points the treatment works uses:
1Discharges of treated effluenti.
Discharges of untreated or partially treated effluent 0ii.
0Combined sewer overflow pointsiii.
Constructed emergency overflows (prior to the headworks)0iv.
0Otherv.
b.
No
If yes, provide the following for each surface impoundment:
N/ALocation:
mgdN/A
Is discharge
No0 YesDoes the treatment works land-apply treated wastewater?
If yes, provide the following for each land application site:
Wedgewood Golf Course, Wilson, NCLocation:
97.45Number of acres:
mgd91.503
0 intermittent?Is land application
d.
Yes No
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?
Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works?
Annual average daily volume discharge to surface impoundment(s)
continuous or intermittent?
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
FACILITY NAME AND PERMIT NUMBER:
Hominy Creek Water Reclamation Facility,
NC0023906
Annual average daily volume applied to site:
continuous or
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 12lh month of “this year” occurring no more than three months prior to this application submittal.
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
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.
NlA
If transport is by a party other than the applicant, provide:
Transporter Name
Mailing Address N/A
N/A
Contact Person N.'A
Title N/A
Telephone Number (N'A)
For each treatment works that receives this discharge, provide the following:
Name N/A
NiAMailing Address
N/A
Contact Person N/A
N/ATitle
Telephone Number £1
If known, provide the NPDES permit number of the treatment works that receives this discharge N.A
Provide the average daily flow rate from the treatment works into the receiving facility.N/A mgd
e.
Yes 0 No
If yes, provide the following for each disposal method:
Description of method (including location and size of site(s) if applicable):
N/A
N/A
intermittent?Is disposal through this method or
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).
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):
Annual daily volume disposed by this method:
continuous
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
FACILITY NAME AND PERMIT NUMBER:
Hominy Creek Water Reclamation Facility,
NC0023906
RIVER 8ASIN:
Neuse
WASTEWATER DISCHARGES:
A.9. Description of Outfall.
Outfall number 001a.
b.Location
ft.Distance from shore (if applicable)N'Ac.
N/A ft.Depth below surface (if applicable)d.
7.79 mgdAverage daily flow rate
YesDoes this outfall have either an intermittent or a periodic discharge? No (go to A.9.g.)f.
If yes, provide the following information:
N/ANumber f times per year discharge occurs:
N/AAverage duration of each discharge:
N'A mgdAverage flow per discharge:
N/AMonths in which discharge occurs:
Yes NoIs outfall equipped with a diffuser?9
A. 10. Description of Receiving Waters.
Contentnea CreekName of receiving watera.
ContentneaName of watershed (if known)b.
03020203020030United States Soil Conservation Service 14-digit watershed code (if known):
Name of State Management/River Basin (if known): Neuse River Basin c.
03020203United States Geological Survey 8-digit hydrologic cataloging unit code (if known):
Critical low flow of receiving stream (if applicable)d.
chronic N A cfscfsN'Aacute
mg/l of CaCOjTotal hardness of receiving stream at critical low flow (if applicable): N.e.
Wilson
(County)
35 40-37-.
(Latitude)
NC
(State)
77 54’ 51"
(Longitude)
FACILITY NAME AND PERMIT NUMBER:
Hominy Creek Water Reclamation Facility,
NC0023906
PERMIT ACTION REQUESTED:
Renewal
City ofWiison
(City or town, if applicable)
27894
(Zip Code)
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.11. Description of Treatment
a.
El Advanced B Other.Describe:Biological Nutrient Removal
Indicate the following removal rates (as applicable):b.
Design BODS removal or Design CBOD5 removal 97 %
Design SS removal 97 %
Design P removal 80 %
Design N removal 71 %
Other NH3-N 93 %
What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe:
Chlorination using liquid sodium hypochlorite
NoIf disinfection is by chlorination is dechlorination used for this outfall? Yes
NoDoes the treatment plant have post aeration? Yes
Outfall number:001
MAXIMUM DAILY VALUE AVERAGE DAILY VALUE
PARAMETER
Value Units Value Units Number of Samples
6.45pH (Minimum)s.u.
8.86pH (Maximum)s.u.
21.28 MGDFlow Rate 7.79 MGD 365
21.30 CTemperature (Winter)16.34 C 249
27.60 C 22.94 C 249
AVERAGE DAILY DISCHARGE
POLLUTANT ML/MDL
Cone.Units Cone.Units
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BODS 7.30 Mg/I 1.23 Mg/I 249 SM5210B 5.0/2.0
CBOD5
FECAL COLIFORM /100 ml2900 11.50 /100 ml 249 SM9222D 200/1.0
TOTAL SUSPENDED SOLIDS (TSS)23 Mg/I 1.75 Mg/I 249 SM2540D 30/1.0
What level of treatment are provided? Check all that apply.
Primary Secondary
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
END OF PART A.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
Number of
Samples
ANALYTICAL
METHOD
BIOCHEMICAL OXYGEN
DEMAND (Report one)
FACILITY NAME AND PERMIT NUMBER:
Hominy Creek Water Reclamation Facility,
NC0023906
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.
Temperature (Summer)
* For pH please report a minimum and a maximum daily value
MAXIMUM DAILY
DISCHARGE
BASIC APPLICATION INFORMATION
PART B.
B.1.
SO.gpd
replacement/repair. A crew is dedicated to monitoring and inspecting system
B.2.
a.
c.
e.
f.
B.3.
B.4.
Granville. Farms^ Inc Name:
P. Q. Box 1396Mailing Address:
(ford. NC 27565
(919) 69Q-800C.Telephone Number:
Manage land application of residuals programResponsibilities of Contractor:
B.5.
a.
b.
Briefly explain any steps underway or planned to minimize inflow and infiltration.
City-wide sewer system rehabilitation plan includes 5 yr. 10 yr, 20 yr plan for sewer line replacement/repair. manhole
ADDITIONAL APPLICATION INFORMATION FOR APPLICANTS WITH A DESIGN FLOW GREATER THAN OR
EQUAL TO 0.1 MGD (100,000 gallons per day).
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
FACILITY NAME AND PERMIT NUMBER:
Hominy Creek Water Reclamation Facility,
NC0023906
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 No
None
Indicate whether the planned improvements or implementation schedule are required by local, State, or Federal agencies.
Yes No
d. Wells, springs, other surface water bodies, and drinking water wells that are: 1) within 'A mile of the property boundaries of the treatment
works, and 2) listed in public record or otherwise known to the applicant.
Any areas where the sewage sludge produced by the treatment works is stored, treated, or disposed.
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.
Process Flow Diagram or Schematic. Provide a diagram showing the processes of the treatment plant, including all bypass piping and all
backup power sources or redunancy in the system. Also provide a water balance showing all treatment units, including disinfection (e g.,
chlorination and dechlorination). The water balance must show daily average flow rates at influent and discharge points and approximate daily flow
rates between treatment units. Include a brief narrative description of the diagram.
If yes, list the name, address, telephone number, and status of each contractor and describe the contractor's responsibilities (attach additional
pages if necessary).
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.)
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.
Each well where wastewater from the treatment plant is injected underground.
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.)
List the outfall number (assigned in question A.9) for each outfall that is covered by this implementation schedule.
All applicants with a design flow rate > 0.1 mgd must answer questions B.1 through B.6. All others go to Part C (Certification).
Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from inflow and/or infiltration.
PART B.,B.TT7
IMPROVEMENTSM
CRON PUMPSTATION
FRACT 1
mH CAROLINA
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HOMINY CREEK
WASTEWATER
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City of Wilson
Hominy Creek WWT?
Facility
Location'
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PART B., B. 2.
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Quad: E27OT
Lauwdc; 35’40’37”
Longif-idc: 77*54’51"
Stream Gass: C-Swamp NSW
Subbasin: 30407
Receiving Stream: Contenmea Creek
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F0WPART B., B. 3.
PE
RAS
WAS
S3SLEGEND
NORMAL OPERATION
ALTERNATE OPERATION
FILTER BACKWASHFBW
SODIUM BISULFITESSS
PRIMARY EFFLUENTPE
RETURN ACTIVATED SLUDGERAS
WASTE ACTIVATED SLUDGEWAS
iSODIUM HYPOCHLORITENAOCL
CITY OF WILSON
HOMINY CREEK WWMF
PROCESS FLOW SCHEMATIC
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ro
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SECONDARY
CLARIFIERS
(5)
SLUDGE
HOLDING TANKS
AERATION
TANKS
(7)
WAS
PUMP
STATION
o cz
zo m
1.92
INFLUENT
FROM TOISNOT
INTERCEPTOR
INFLUENT
PUMPING
STATION
SCREENING
AND GRIT
REMOVAL
ANAEROBIC
DIGESTERS
(4)
SLUDGE
HOLDING TANKS
BELT FILTER
PRESSES
(2)
BPR
TANK
(’)
GRAVITY BELT
THICKENERS
(2)
CLASS A
ALKALINE
STABILIZATION
COVERED
SLUDGE
STORAGE
LAND
APPLICATION
BY CONTRACT
RAS PUMP
STATIONS
(3)
POST AERATION
TANKS/CHLORINE
CONTACT
('I
PREAERATION
TANKS
(2)
PRIMARY SOLIDS
PUMP
STATIONS
(2)
PRIMARY
CLARIFIERS
(3)
EFFLUENT
FILTERS
(5)
5.87
INFLUENT
FROM HOMINY
SWAMP ANO
CONTENTNEA
INTERCEPTORS
EFFLUENT TO
CONTENTNEA CREEK
7.79
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Hazen and Sawyer
Environmental Engineers & Scientists
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FACILITY NAME AND PERMIT NUI
PERMIT ACTION REQUESTED:RIVER BASIN:
Renewal Neuse
If the answer to B.S.b is "Yes," briefly describe, including new maximum daily inflow rate (if applicable).
N/A
d.
as
Schedule Actual Completion
Implementation Stage MM/DD/YYYY MM/DD/YYYY
- Begin Construction /
- End Construction I I I !
- Begin Discharge
- Attain Operational Level //
Have appropriate permits/clearances concerning other Federal/State requirements been obtained?□ Yes □ Noe.
N/A Describe briefiv
N.A
Outfall Number: 001
AVERAGE DAILY DISCHARGE
POLLUTANT ML/MDL
Cone.Units Cone.Units
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N)11.6 Mg/I 0.373 Mg/I 981 SM4500NH3 0.2
12 Ng/I 0.054 Ng/I 977 SM4500CI G 10
DISSOLVED OXYGEN 14.47 Mg/I 8.997 Mg/I 977 EPA 350.1 0.1
Mg/I12.8 1.344 Mg/I 927 SM4500NH3 0.2
Mg/I 2.766 Mg/I10.2 927 SM450CNO3 0.05
7.6 Mg/I 1.008 Mg/IOIL and GREASE 25 EPA 1664A 5.0
PHOSPHORUS (Total)5.0 Mg/I 0.478 Mg/I 216 SM5400PE 0.5
330 Mg/I 286.25 Mg/I 4 SM2540C 40
OTHER
CHLORINE (TOTAL
RESIDUAL, TRC)
TOTAL KJELDAHL
NITROGEN (TKN)
NITRATE PLUS NITRITE
NITROGEN
END OF PART B.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
MAXIMUM DAILY
DISCHARGE
Number of
Samples
ANALYTICAL
METHOD
TOTAL DISSOLVED SOLIDS
(TDS)
Hominy Creek Water Reclamation Facility,
NC0023906
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.
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,
applicable. Indicate dates as accurately as possible.
BASIC APPLICATION INFORMATION
PARTC. CERTIFICATION
ALL APPLICANTS MUST COMPLETE THE FOLLOWING CERTIFICATION.
Name and official title
Signature
Telephone number [phone]
Date signed November 29, 2007
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:
27699-1617
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)
i Part G (Combined Sewer Systems)
NCDENR/ DWQ
Attn: NPDESUnit
1617 Mail Service Center
Raleigh, North Carolina
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
FACILITY NAME AND PERMrTNU^^^
Hominy Creek Water Reclamation Facility.
NC0023906
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.
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.
Charles W.Pjttrnan. Ill, Deputy City Manage;
RIVER BASIN:
Neuse
SUPPLEMENTAL APPLICATION INFORMATION
PART D. EXPANDED EFFLUENT TESTING DATA ‘REFER TO ATTACHED PPA
Refer to the directions on the cover page to determine whether this section applies to the treatment works.
equal to 1.0 mgd or it has (or is required
Outfall number: Q01
AVERAGE DAILY DISCHARGE
POLLUTANT MUMDLCone.Units Mass Units Cone.Units Mass Units
METALS (TOTAL RECOVERABLE), CYANIDE, PHENOLS, AND HARDNESS.
ANTIMONY
ARSENIC
BERYLLIUM
CADMIUM
CHROMIUM
COPPER
LEAD
MERCURY
NICKEL
SELENIUM
SILVER
THALLIUM
ZINC
CYANIDE
HARDNESS (as CaCO3)
Use this space (or a separate sheet) to provide information on other metals requested by the permit writer
TOTAL PHENOLIC
COMPOUNDS
Number
of
Samples
ANALYTICAL
METHOD
PERMIT ACTION REQUESTED:
RenewalHominy Creek Water Reclamation Facility,
NC0023906
(Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE
FACILITY NAME AND PERMITNUI^fcr
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.
PERMIT ACTION REQUESTED:RIVER BASIN:
Renewal Neuse
Outfall number: 00 I
MAXIMUM DAILY DISCHARGE
POLLUTANT ML/MDLCone.Units Mass Units Cone.Units Mass Units
VOLATILE ORGANIC COMPOUNDS
ACROLEIN
ACRYLONITRILE
BENZENE
BROMOFORM
CHLOROBENZENE
CHLOROETHANE
CHLOROFORM
1,1-DICHLOROETHANE
1,2-DICHLOROETHANE
1,2-DICHLOROPROPANE
ETHYLBENZENE
METHYL BROMIDE
METHYL CHLORIDE
METHYLENE CHLORIDE
TOLUENE
Number
of
Samples
ANALYTICAL
METHOD
TETRACHLORO­
ETHYLENE
1,1,2,2-TETRA-
CHLOROETHANE
1,1-DICHLORO-
ETHYLENE
1,3-DICHLORO-
PROPYLENE
DICHLOROBROMO­
METHANE
TRANS-1.2-DICHLORO-
ETHYLENE
2-CHLOROETHYLVINYL
ETHER
CHLORODIBROMO­
METHANE
Hominy Creek Water Reclamation Facility.
NC0023906
(Complete once for each outfall discharging effluent to waters of the United States.)
AVERAGE DAILY DISCHARGE
FACILITY NAME AND PERMITNU!^^?
I CARBON
TETRACHLORIDE
PERMIT ACTION REQUESTED:RIVER BASIN:
Renewal Neuse
Outfall number: 001
AVERAGE DAILY DISCHARGE
POLLUTANT ML/MDLCone.Units Mass Units Cone.Units Mass Units
TRICHLOROETHYLENE
VINYL CHLORIDE
i 1
P-CHLORO-M-CRESOL
2-CHLOROPHENOL
2,4-DICHLOROPHENOL
2,4-DIMETHYLPHENOL
4,6-DINITRO-O-CRESOL
2,4-DINITROPHENOL
2-NITROPHENOL
4-NITROPHENOL
PENTACHLOROPHENOL
PHENOL
Use this space (or a separate sheet) to provide information on other acid-extractable compounds requested by the permit writer
BASE-NEUTRAL COMPOUNDS
ACENAPHTHENE
ACENAPHTHYLENE
ANTHRACENE
BENZIDINE
BENZO(A)ANTHRACENE
BENZO(A)PYRENE
(Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE
__________ I
ACID-EXTRACTABLE COMPOUNDS
Number
of
Samples
Hominy Creek Water Reclamation Facility,
NC0023906
ANALYTICAL
METHOD
2.4,6-
TRICHLOROPHENOL
1.1.1-
TRICHLOROETHANE
1.1.2-
TRICHLOROETHANE
FACILITY NAME AND PERMlTNUI^^r
Use this space (or a separate sheet) to provide information on other volatile organic compounds requested by the permit writer
' : ! ! I________I I I I I j I
1
R:
PERMIT ACTION REQUESTED:RIVER BASIN:
Renewal Neuse
Outfall number:001 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE
POLLUTANT ML/MDLCone.Units Mass Units Cone.Units Mass Units
BENZO(GHI)PERYLENE
CHRYSENE
DI-N-BUTYL PHTHALATE
DI-N-OCTYL PHTHALATE
1,2-DICHLOROBENZENE
1,3-DICHLOROBENZENE
1,4-DICHLOROBENZENE
DIETHYL PHTHALATE
DIMETHYL PHTHALATE
2,4-DINITROTOLUENE
2,6-DINITROTOLUENE
Number
of
Samples
3,4 BENZO­
FLUORANTHENE
1,2-DIPHENYL-
HYDRAZINE
Hominy Creek Water Reclamation Facility,
NC0023906
ANALYTICAL
METHOD
DIBENZO(A,H)
ANTHRACENE
BIS (2-CHLOROETHOXY)
METHANE
4-BROMOPHENYL
PHENYL ETHER
2-CHLORO-
NAPHTHALENE
4-CHLORPHENYL
PHENYL ETHER
3,3-DICHLORO-
BENZIDINE
BENZO(K)
FLUORANTHENE
BIS (2-CHLOROETHYL)-
ETHER
BIS (2-CHLOROISO-
PROPYL) ETHER
BIS (2-ETHYLHEXYL)
PHTHALATE
BUTYL BENZYL
PHTHALATE
FACILITY NAME AND PERMlThJui^^R
1
PERMIT ACTION REQUESTED:RIVER BASIN:
Renewal Neuse
Outfall number:001
AVERAGE DAILY DISCHARGE
POLLUTANT ML/MDLCone.Units Mass Units Cone.Units Mass Units
FLUORANTHENE
FLUORENE
HEXACHLOROBENZENE
HEXACHLOROETHANE
ISOPHORONE
NAPHTHALENE
NITROBENZENE
PHENANTHRENE
PYRENE
Use this space (or a separate sheet) to provide information on other base-neutral compounds requested by the permit writer
Use this space (or a separate sheet) to provide information on other pollutants (e.g., pesticides) requested by the permit writer
(Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE
END OF PART D.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
Number
of
Samples
N-NITROSODI-
METHYLAMINE
Hominy Creek Water Reclamation Facility.
NC0023906
ANALYTICAL
METHOD
N-NITROSODI-N-
PROPYLAMINE
N-NITROSODI-
PHENYLAMINE
INDENO(1,2,3-CD)
PYRENE
HEXACHLORO­
BUTADIENE
1,2.4-
TRICHLOROBENZENE
HEXACHLOROCYCLO-
PENTADIENE
FACILITY NAME AND PERMITNufl^
Annual Monitoring and Pollutant Scan
March
Russell P. Brice
350.1 0.02
1
100 12.6 1
1664A 5 7.6 mg/L 1
1
Form - DMR- PPA-1 Page 1
Analytical
Method
Quantitation
Level
Sample
Result
Units of
Measurement
Month
Year 2007
Number of
samples
1
Facility Name__WILSON____
Date of sampling__03/30/07.
Analytical Laboratory TRITEST
ORC
Phone [phone]
!----------------
Parameter
Sample
Type
Composite
L-enzene
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Ch lorodibromomethane
Chloroethane
2-chloroethylvinyl ether
Chloroform
Magnesium
Chlorine (total residual, TRC)
Oil and grease
Metals (total recoverable), cyanide and total phenols
Antimony
Arsenic
Beryllium
Cadmium
Chromium
Copper
Lead
Mercury
Nickel
Selenium
Silver
Thallium
Zinc
Cyanide
Total phenolic compounds
Volatile organic compounds
Acrolein
Acrylonitrile
Bromodichloro me thane
Ammonia (as N)
Dissolved oxygen
Nitrate/Nitrite
Total Kjeldahl nitrogen
Total Phosphorus
Total dissolved solids
Hardness
Calcium
Composite
Composite
Composite
Composite
Composite
Composite
Composite
Composite
Composite
Composite
Composite
Composite
Composite
Grab
Grab
Grab
Composite
Composite
Composite
Composite
Composite
Composite
Composite
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
200.8
200.8
200.8
200.8
200.8
200.8
200.8
200.8
200.8
200.8
200.8
335.3
SM 510A/B
200.8
200.8
624
624
624
624
624
624
624
624
624
624
624
624
<0.003
<0.010
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ug/L
mg/L
mg/L
mg/ L
mg/L
mg/L
mg/L
mg/ L
1
7
2
2
2
7
i
_!
2
1
7
7
i
F
~7
i
ug/L
ug/ L
ug/ L
ug/L
ug/L
ug/L
ug/ L
ug/L
ug/L
ug/L
ug/L
ug/L
0.003
0.005
1
7
7
7
2
f
i
7
2
2
2
i
7'
0.002
0.0002
0.01
0.01
0.005
0.2
0.01
0.002
0.01
0.001
0.01
0.005
0.005
<0.002
<0.0002
<0.005
0.003
<0.010
<0.2
<0.010
<0.010
<0.005
<0.001
0.025
0.01
<0.005
<50
<50
5.68
<5
<5
<10
<5
<5
<5
<5
<10
32.3
<0.02
8.64
3.51
1.44
____<1
307
87.9
14.4
SM4500-0-G
______353.2
351.2
______365.4
160.1
CALC.
200.8
200.8
mg/L
mg/1
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
0.1
0.02
0.25
0.05
10
N'/A
100
50
50
5
5
5
10
5
5
5
5
To
5
PART D
Permit No. NC 0023906
Outfall 001
C7
Annual Monitoring and Pollutant ScanNC 0023906 March
Form - DMR- PPA-1 Page 2
Sample
Type
Analytical
Method
Quantitation
Level
Sample
Result
Units of
Measurement
Month
Year
Number of
samples
a
Permit No.
Outfall 001
Dichlorobromo methane
1,1 -dichloroethane
1,2-dichloroe thane
1,1-dichloroethene
1'rans- 1,2-dichloroethylene
Grab
. Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
624
624
624
624,
624
10
10
10
50
To
10
To
10
10
10
10
10
10
10
50
50
10
To
30
_10
10
5
5
. 5
5
5
1°
_5
_5
5
5
5
To
5
^5'
5
5
5_
5
5
2
2
i
T
i
T
2
T
i
i
i
T
2
2
i
i
2
i
2
T
T
i
i
_2
2
2
i’
T
2
2
i
T
T
2
T
i
i
2
2
2
i
<10
TTo
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<50
<50
<10
<10
<30
<10
<10
ug/ L
ug/ J;
ug/ L
ug/ L
Ug/ L
"g/ L
ug/L
ug/ L
Ug/ J'
Ug/ L
ug/L
ug/L
^g/ L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/ L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/ L
625
625
625
625
625
625
625
625
625’
625
625
<5
<5
<5
<5
<5
<10
<5
<5
<5
<5
<10
<5 ’
<5 '
<5 '
625
625
625
625
625
625
625
625
625
625
2007
ug/L
ug/L
ug/L
ug/L
ug/L
<5<J
<5
<5
<5
624
. 624
624
624
624
624
”624
624
624
624
624
624
624
624
624
| Parameter
Volatile organic compounds (Cont.)
1.1 -dichloroethylene
1.2- dichloropropane
cis 1,3-Dichloropropene
trans-1,3-dichloroethyIene
Ethylbenzene
Methyl bromide
(Methyl chloride _________
Methylene chloride
1.1.2.2- tetrachloroethane
Tetrachloroethylene -----------------------------------------
Toluene
1.1.1 -trichloroethane
1.1.2- trichloroethane
Trichloroethylene
Vinyl chloride
Acid-extractable compounds
P-chloro-m-creso
2-chlorophenol
2.4- dichlorophenol
2.4 - d ime thylphenol__________
4.6- dinitro-o-cresol
2.4- dinitrophenol
2-nitrophenol
4-nitrophenol
Pentachlorophenol
Phenol
2.4.6- trichlorophenol________
Base-neutral compounds
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(a)anthracene
Be nzo(a) pyrene
3.4 benzofluoranthene_______
Bcnzo(ghi)perylene
Benzo(k) fluoranthene
i Bis (2-chloroethoxy) methane
Annual Monitoring and Pollutant Scan
March
I am
Form - DMR- PPA-1 Page 3
Month
Year
Bis (2-chloroethyl) ether
Bis (2-chIoroiscpropyl) ether
Bis (2-ethylhexyl) phthalate
4-bromophenyl phenyl ether
Butyl benzyl phthalate
2-chloronaphthalene
4-chlorophenyl phenyl ether
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Sample
Type
10
__________10
10
10
___________10
___________10
___________10
Quantitation
Level
10
10
10
10
10
10
10
20
10
To
io
10 '
10'
10 ~
10 ~
10 ~
10 ’
10 ~
10 ~
10 ~
10 ~
10 ~
10
20 ’
To ~
20 ~
10 _
10
20
1
1
1
1
1'
1
1
J
J
1
1
7
i
j_
i
T
2
2
T
2
i
T
2
T
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
Grab
<10
<10
<10
<10
<10
<10
<10
<20
<10
<10
<10~
<10 ’
<10~
<10~
<10~
<io"
<10 "
<10 ~
<10 ~
<10 ~
<10 ~
<10 ~
<10~
<20 ~
<10 ~
<20~
<10
<10
<20 ~
ug/L
ug/L
ug/L
ug/h
ug/L
ugT
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/T
ug/L
ug/L
ug/L
ug/l
ug/l
ug/L
ug/L
ug/L
ug/l
ugA
Ug/ L
ug/ L
ug/L
ug/ L
ug/ L
_____625
_____625
625
625
_____625
625
625
Analytical
Method
625
625
_625
625
625
625
625
625
625
625
625
_625 ’
625 '
625 '
625 ’
625 '
625 '
625 ~
625 ~
625 ’
625 ~
625 "
625 ’
625 ’
625 ’
625
625
625
625 "
<10
<10
<10
<10
_____10
<10
<10
Sample
Result
2007
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
Units of
Measurement
I certify under penalty of law that this document and all attachments were prepared under my direction
and supervision in accordance with a system to design to assure that qualified perdonnel properly
gather and evaluat the information submitted. Based on rny inquiry of the person or persons that
manage the system, or those persons directly responsibel for gathering the information, the
information submitted is , to the best of my knowledge and belief, true, accurate and complete,
aware that there are significant penalties for submitting false information, including the
possibility of fines and imprisonment for knowing violations.
_________ 1
_________ 1
__________1
__________F
__________!_
__________1_
__________1_
Number of
samplesj Parameter
' Base-neutral compounds (cont.)
Chrysene
Di-n-butyl phthalate
Di-n-octyl phthalate
Dibenzo(a,h)anthracene
1.2- dichlorobenzene
1.3- dichlorobenzene
1.4- dichlorobenzene
3.3- dichlorobenzidine
Diethyl phthalate
Dimethyl phthalate
2.4- dinitrotoluene
2,6-dinitrotoluenc
1,2-diphenylhydrazine
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclo-pen tadiene
Hexachloroethane
lndeno(l,2,3-cd)pyrene
Isophorone
Naphthalene
Nitrobenzene
N-nitrosodi-n-propylamine
N-nitrosodimethylamine
N-nitrosodiphenylamine
Phenanthrene
Pyrene
11,2.4,-trichlorobenzene_________
Permit No. 0023901
Outfall 001
I U
Annual Monitoring and Pollutant Scan
06/13/2007
Date
Form - DMR- PPA-1 Page 4
Month March
Year 2007
Permit No. NC 002390
Outfall 001 „ "
Russell P, Brice
Authorized Representative name
Signature