HomeMy WebLinkAboutNC0030406_Renewal Application_20171130INC
Water Resources
ENVIRONMENTAL QUALITY
January 08, 2018
Charles Jackson
Town of River Bend
PO Box 455
Bladenboro, NC 28320-0455
Subject: Permit Renewal
Application No. NCO030406
River Bend WWTP
Craven County
Dear Applicant:
ROY COOPER
Gm-ernor
MICHAEL S_ REGAN
secretory
LLNDA CULPEPPER
Interim Director
The Water Quality Permitting Section acknowledges the November 30, 2017 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://deg.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,
Wren Thedford
Administrative Assistant
Water Quality Permitting Section
cc: Central Files w/application(WARO)
ec: WQPS Laserfiche File w/application
State of North Carolina I Environmental Quality I Water Resources
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919-807-6300
TOWN OF RIVER BEND
NCDENR
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
To: Point Source Branch
From: Charles Delane Jackson, Town Manager
Subject: Permit Renewal
Enclosed: Renewal Application
45 Shoreline Drive
River Bend, NC 28562
T 252.638.3870
F 252.638.2580
www.riverbendnc.org
The Town Of River Bend requests that the NPDES discharge permit # NCO030406 be
renewed in accordance with North Carolina Administration Code ( 15A NCAC
2H.0105(e)). There have been no changes to the facility that affects the capacity of the
treatment facility, or treatment processes.
Sincerely,
m., J41-�
Charle Delane Jackson, own Manager
DECEIVED/DENR/DWR
NOV $ 9 2017
Water Resources
Permitting Section
TOWN OF RIVER BEND
NCDENR
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
To: Point Source Branch
From: Brandon Mills, Public Works Director
Subject: Sludge Management
45 Shoreline Drive
River Bend, NC 28562
T 252.638.3870
F 252.638.2580
www.riverbendnc.org
The sludge that is produced by the Town of River Bend Wastewater Treatment Facility is
processed by three aerobic digesters. Two of these digesters are located in each treatment
train where the sludge receives the first stage of processing. Sludge is then transferred to
a third larger digester where it is further processed. At this digester the sludge is
periodically settled out and dewatered. Sludge is then transferred to a dosing tank where
it is treated with lime to adjust the pH greater than 12 for disposal. The sludge is then
transported by Lewis Farms in Watha, NC to be land applied at their facility. 8,000
gallons of sludge every four weeks in this manner for an annual total of 104,OOOgallons.
Brandon D. Mills
Public Works Director
Narrative of Process Flow Diagram
Wastewater enters the treatment process through the Main Lift station which collects wastewater from
the town's collection system. From the main lift station wastewater flows over the static screen to
remove larger objects in the stream that would lower the efficiencies of other treatment processes.
After the static screen, wastewater flows into a flow equalization basin to be aerated. The flow
equalization tank helps with normal peaks and valleys of daily wastewater flow. Wastewater is then
pumped to the plant splitter box. From the splitter box wastewater is split in proportion to their size to
both extended air treatment plants. Wastewater is then mixed with oxygen, and solids containing
microorganisms. From the aeration tank the mixed liquor is allowed to settle out in the clarifier portion
of the extended air plants. A small portion of the solids that settle out is wasted to the digester, and the
rest of the solids are recirculated to the head works of the plants to replenish the population of
microorganisms in the aeration tank. The clear water that overflows from the clarifiers is sent to a
chlorine contact chamber where it is disinfected using sodium hypochlorite. After disinfection, the now
treated effluent is de -chlorinated by the injection of sodium bisulfite. After dechlorination the effluent is
discharged to the Trent River.
W,
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e.
i
Latitude:
35' 04' 15"
Longitude.
77' 08' 00" Nt
USGS Quad W
G30SW
Rivcr Basin #:
03.04-1 1
Receiving Stream
Trent River
Stream Class
SB SW NSW
Town of River Bend
Craven County
NCO030406
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town Of River Bend WWTP, NCO030406 Renewal Neuse
- --
FORM -
2A `f NPDES FORM 2A APPLICATION OVERVIEW
NPDES I
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 2 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 6.6.
C. Certification. All applicants must complete Part C (Certification).
SUPPLEMENTAL APPLICATION INFORMATION:
D. Expanded Effluent Testing Data. A treatment works that discharges effluent to surface waters of the United States and meets
one or more of the following criteria must complete Part D (Expanded Effluent Testing Data):
1. Has a design flow rate greater than or equal to 1mgd,
2. Is required to have a pretreatment program (or has one in place), or
3. Is otherwise required by the permitting authority to provide the information.
E. Toxicity Testing Data. A treatment works that meets one or more of the following criteria must complete Part E (Toxicity Testing
Data):
1. Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program (or has one in place), or
3. Is otherwise required by the permitting authority to submit results of toxicity testing.
F. Industrial User Discharges and 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.
G. Combined Sewer Systems. A treatment works that has a combined sewer system must complete Part G (Combined Sewer
Systems).
ALL APPLICANTS MUST COMPLETE PART C (CERTIFICATION)
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 1 of 22
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Town Of River Bend WWTP, NCO030406
Renewal
Neuse
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 Town Of River Bend
Mailing Address 45 Shoreline Dr.
River Bend NC 28562
Contact Person Brandon Mills
Title Director of Public Works
Telephone Number (252) 638-3870 ext. 206
Facility Address Gull Point Rd
(not P.O. Box) River Bend NC 28562
A.2. Applicant Information. If the applicant is different from the above, provide the following:
Applicant Name Town Of River Bend
Mailing Address 45 Shoreline Dr.
River Bend, NC 28562
Contact Person Charles Delane Jackson
Title Town Manager
Telephone Number (252) 638-3870 ext. 213
Is the applicant the owner or operator (or both) of the treatment works?
x❑ owner ❑ operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant.
x❑ facility x❑ applicant
A.3. Existing Environmental Permits. Provide the permit number of any existing environmental permits that have been issued to the treatment works
(include state -issued permits).
NPDES NCO030406: NCO086797 PSD
UIC Other
RCRA Other
A.4. Collection System Information. Provide information on municipalities and areas served by the facility. Provide the name and population of each
entity and, if known, provide information on the type of collection system (combined vs. separate) and its ownership (municipal, private, etc.).
Name Population Served Type of Collection System Ownership
Town Of River Bend 1928 Seperate Municipal
Total population served 1928
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 2 of 22
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town Of River Bend WWTP, NCO030406 Renewal Neuse
A.5. Indian Country.
a. Is the treatment works located in Indian Country?
❑ Yes x❑ No
b. Does the treatment works discharge to a receiving water that is either in Indian Country or that is upstream from (and eventually flows
through) Indian Country?
❑ Yes x❑ No
A.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 1211 month of "this year" occurring no more than three months prior to this application submittal.
a. Design flow rate 0.330 mgd
Two Years Ago Last Year This Year
b. Annual average daily flow rate 0.105 0.106 0.128
C. Maximum daily flow rate 0.415 0.455 0.255
A.7. Collection System. Indicate the type(s) of collection system(s) used by the treatment plant. Check all that apply. Also estimate the percent
contribution (by miles) of each.
x❑ Separate sanitary sewer 100 %
❑ Combined storm and sanitary sewer %
A.B. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? x❑ Yes ❑ No
If yes, list how many of each of the following types of discharge points the treatment works uses:
i. Discharges of treated effluent
ii. Discharges of untreated or partially treated effluent
iii. Combined sewer overflow points
iv. Constructed emergency overflows (prior to the headworks)
V. Other
b. Does the treatment works discharge effluent to basins, ponds, or other surface impoundments
that do not have outlets for discharge to waters of the U.S.? ❑ Yes x❑ No
If yes, provide the following for each surface impoundment:
Location:
Annual average daily volume discharge to surface impoundment(s) mgd
Is discharge ❑ continuous or ❑ intermittent?
C. Does the treatment works land -apply treated wastewater? ❑ Yes x❑ No
If yes, provide the following for each land application site:
Location:
d
Number of acres:
Annual average daily volume applied to site:
Is land application ❑ continuous or ❑ intermittent?
Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works?
mgd
❑ Yes x❑ No
EPA Form 3510-2A (Rev. 1-99) Replaces EPA forms 7550-6 & 7550-22. Page 3 of 22
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Town Of River Bend WWTP, NCO030406
Renewal
Neuse
If yes, describe the mean(s) by which the wastewater from the treatment works is discharged or transported to the other treatment works
(e.g., tank truck, pipe).
If transport is by a party other than the applicant, provide:
Transporter Name
Mailing Address
Contact Person
Title
Telephone Number ( )
For each treatment works that receives this discharge, provide the following:
Name
Mailing Address
Contact Person
Title
Telephone Number ( )
If known, provide the NPDES permit number of the treatment works that receives this discharge
Provide the average daily flow rate from the treatment works into the receiving facility.
mgd
e. Does the treatment works discharge or dispose of its wastewater in a manner not included
in A.8. through A.8.d above (e.g., underground percolation, well injection): ❑ Yes
x❑ No
If yes, provide the following for each disposal method:
Description of method (including location and size of site(s) if applicable):
Annual daily volume disposed by this method:
Is disposal through this method ❑ continuous or ❑ intermittent?
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 4 of 22
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town Of River Bend WWTP, NCO030406 Renewal Neuse
WASTEWATER DISCHARGES:
If you answered "Yes" to question A.8.a, complete questions A.9 through A.12 once for each outfall (including bypass points) through
which effluent is discharged. Do not include information on combined sewer overflows in this section. If you answered "No" to question
A.8.a, go to Part B, "Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd."
A.9. Description of Outfall.
a. Outfall number 001
b. Location River Bend 28562-8970
(City or town, if applicable) (Zip Code)
Craven North Carolina
(County) (State)
(Latitude)
C. Distance from shore (if applicable)
d. Depth below surface (if applicable)
e. Average daily flow rate
I. Does this outfall have either an intermittent or a periodic discharge?
If yes, provide the following information:
Number f times per year discharge occurs:
Average duration of each discharge:
Average flow per discharge:
Months in which discharge occurs:
g. Is outfall equipped with a diffuser?
(Longitude)
ft.
ft.
0.128 mgd
❑ Yes x❑ No (go to A.9.g.)
mgd
x❑ Yes ❑ No
A.10. Description of Receiving Waters.
a. Name of receiving water Trent River
b. Name of watershed (if known) Neuse River Basin (lower)
United States Soil Conservation Service 14-digit watershed code (if known):
C. Name of State Management/River Basin (if known): Neuse
United States Geological Survey 8-digit hydrologic cataloging unit code (if known):
d. Critical low flow of receiving stream (if applicable)
acute cfs chronic cfs
e. Total hardness of receiving stream at critical low flow (if applicable): mg/I of CaCO3
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 5 of 22
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Town Of River Bend WWTP, NCO030406
Renewal
Neuse
A.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):
Design BOD5 removal or Design CBOD5 removal 95 %
Design SS removal 95 %
Design P removal N/A %
Design N removal N/A %
Other %
C. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe:
Chlorination
If disinfection is by chlorination is dechlorination used for this outfall? x❑ Yes ❑ No
Does the treatment plant have post aeration? x❑ Yes ❑ No
A.12. Effluent Testing Information. All Applicants that discharge to waters of the US must provide effluent testing data for the following
parameters. Provide the indicated effluent testing required by the permitting authority for each outfall through which effluent is
discharged. Do not include information on combined sewer overflows in this section. All information reported must be based on data
collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of
40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a
minimum, effluent testing data must be based on at least three samples and must be no more than four and one-half years apart.
Outfall number: 001
MAXIMUM DAILY VALUE
AVERAGE DAILY VALUE
Value
Units
Value
Units
Number of Samples
pH (Minimum)
7.0
s.u.
pH (Maximum)
7.2
S.U.
Flow Rate
0.155
MGD
0.129
MGD
Temperature (Winter)
17.5
C
15.8
C
20
Temperature (Summer)
29.3
C
28.1
C
19
For pH please report a minimum and a maximum daily value
MAXIMUM DAILY
AVERAGE DAILY DISCHARGE
DISCHARGE
Conc.
Units
Conc.
Units
Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BOD5
5
M /I
2.8
M /I
5
CBOD5
FECAL COLIFORM
N/A
TOTAL SUSPENDED SOLIDS (TSS)
3.1
M /I
0.62
Mg/1
5
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:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Town Of River Bend WWTP, NCO030406
Renewal
Neuse
BASIC APPLICATION INFORMATION
PART B. ADDITIONAL APPLICATION INFORMATION FOR APPLICANTS WITH A DESIGN FLOW GREATER THAN OR
EQUAL TO 0.1 MGD (100,000 gallons per day).
All applicants with a design flow rate z 0.1 mgd must answer questions B.1 through B.6. All others go to Part C (Certification).
B.1. Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from inflow and/or infiltration.
2000 gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
We smoke test 20% of our collection system annually. We also use closed circuit television to look for sources of I&I. Any
problems are repaired as soon as possible.
B.2. Topographic Map. Attach to this application a topographic map of the area extending at least one mile beyond facility property boundaries. This
map must show the outline of the facility and the following information. (You may submit more than one map if one map does not show the entire
area.)
a. The area surrounding the treatment plant, including all unit processes.
b. The major pipes or other structures through which wastewater enters the treatment works and the pipes or other structures through which
treated wastewater is discharged from the treatment plant. Include outfalls from bypass piping, if applicable.
c. Each well where wastewater from the treatment plant is injected underground.
d. Wells, springs, other surface water bodies, and drinking water wells that are: 1) within '% mile of the property boundaries of the treatment
works, and 2) listed in public record or otherwise known to the applicant.
e. Any areas where the sewage sludge produced by the treatment works is stored, treated, or disposed.
f. If the treatment works receives waste that is classified as hazardous under the Resource Conservation and Recovery Act (RCRA) by truck, rail,
or special pipe, show on the map where the hazardous waste enters the treatment works and where it is treated, stored, and/or disposed.
B.3. Process Flow Diagram or Schematic. Provide a diagram showing the processes of the treatment plant, including all bypass piping and all
backup power sources or redunancy in the system. Also provide a water balance showing all treatment units, including disinfection (e.g.,
chlorination and dechlorination). The water balance must show daily average flow rates at influent and discharge points and approximate daily flow
rates between treatment units. Include a brief narrative description of the diagram.
BA. 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: I )
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
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Town Of River Bend VVVVTP, NCO030406
Renewal
Neuse
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
AVERAGE DAILY DISCHARGE
DISCHARGE
Conc.
Units
Conc.
Units T
Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N)
0.4
Mg/I
0.08
Mg/I
5
CHLORINE (TOTAL
25
Ug/I
7.6
Ug/I
21
RESIDUAL, TRC)
DISSOLVED OXYGEN
5.8
Mg/I
5.5
Mg/I
23
TOTAL KJELDAHL
1
Mg/I
0.4
Mg/I
4
NITROGEN (TKN)
NITRATE PLUS NITRITE
31.7
Mg/I
15.4
Mg/1
4
NITROGEN
OIL and GREASE
N/A
PHOSPHORUS (Total)
5.44
Mg/l
3.91
Mg/I
4
TOTAL DISSOLVED SOLIDS
N/A
(TDS)
OTHER
END OF PART B.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22 Page 8 of 22
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Town Of River Bend VVVVTP, NCO030406
Renewal
Neuse
BASIC APPLICATION INFORMATION
PART C. CERTIFICATION
All applicants must complete the Certification Section. Refer to instructions to determine who is an officer for the purposes of this
certification. All applicants must complete all applicable sections of Form 2A, as explained in the Application Overview. Indicate below which
parts of Form 2A you have completed and are submitting. By signing this certification statement, applicants confirm that they have reviewed
Form 2A and have completed all sections that apply to the facility for which this application is submitted.
Indicate which parts of Form 2A you have completed and are submitting:
x❑ Basic Application Information packet Supplemental Application Information packet:
❑ Part D (Expanded Effluent Testing Data)
❑ Part E (Toxicity Testing: Biomonitoring Data)
❑ Part F (Industrial User Discharges and 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 Charles Delane Jacksor.LTown M na er
Signature
Telephone number (252) 638-38710 ext. 213
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 & 7550-22. Page 9 of 22
Avg. Inf.Flow:
0.1281VIGD
Gen#2
Gen#1
Main Lift ' Static
Station vLj Screen
Dechlor.
Room
Avg. Effluent
Flow: 0.128
MGD
Blower Room
Main Digester/ Dosing Tank
Flow
Splitter Box
Equaliza
tinn Rac
River I
Plant #1 WAS:
AVG:250gpd
Plant#2 WAS:
AVG:150gpd
Chlorine
Room
Plant #1
Plant#2
Plant#IAVG FLOW
0.093 M G D
Plant#2 AVG Flow:
0.035MGD
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