NC0088366_NPDES Permit Renewal_20110120

.„2.1e
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
January 20, 2011
STEVE WARD
DIRECTOR
DEPARTMENT OF PUBLIC UTILITIES
HARNETT COUNTY
PO BOX 1119 -
LILLINGTON NC 27546-1119
ENR-FRO
JAN 2 2011
y�rWO
Subject: Receipt of permit renewal application
NPDES Permit NC0088366
South Harnett Regional WWTP
Harnett County
Dear Mr. Ward:
The NPDES Unit received your permit renewal application on January 4, 2011. 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.
If you have any additional questions concerning renewal of the subject permit, please contact Tom Belnick
at [phone].
Sincerely,
Szlizu 40/2..ada,
Dina Sprinkle
Point Source Branch
cc: CENTRAL FILES
Tasettevillultegio al0ffice/Surface Water Protection
NPDES Unit
Kenneth W. Fail, Wastewater Superintendent, Harnett County, PO Box 1119, Lillington, NC 27546-1119
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] \ FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity \ Affirmative Action Employer
One
North Carolina
7Va$uradt

Harnett
COUNTY
NORTH CAROLINA
December 29, 2010
NCDENR,
NPDES Permitting Unit
1617 Mail Service Center
512 North Salisbury Street
Raleigh, NC 27699-1617
Subject: Permit Renewal and NOV
South Harnett Regional WWTP
NPDES # NC0088366
Dear Sir or Madam:
AWWA
On Tap!
. MEMBER
WNAP
Public Utilities Depart en
www.harnett.org
PO Box 1119
308 West Duncan Street
Lillington, NC 27546-1119
ph: 910-893-7575
fax: [phone]
Please fmd the enclosed permit renewal application and associated documents for the above referenced
NPDES permit. As you are already aware, Harnett County received a NOV for failure to submit this
application by the deadline of December 2, 2010. Please accept my sincerest apology for this oversight.
The original permit for this 5 mgd facility was issued in December of 2006 with an expiration date of
September 30, 2011. My staff and I began operating this plant in June of 2009 and immediately began
setting our strategies to meet all of the renewal requirements that included multiple PPA's7and
supplemental Toxicity testing that would include 4 second species, multiple dilution tests. However, when
our department received the appropriate permits to expand this facility to accommodate our regional
partnership with Fort Bragg I did not realize that the expiration date for NPDES #0088366-had been -
changed to May 31, 2011.
After discussions with Mark Brantley (Fayetteville Regional Office) and Tom Belnick (Permitting Unit), I
have put together the enclosed application for review. The packet includes the following:
1. Basic permit application packet (Part A & B)
2. Part C (Certification) -
3. . Part D (Expanded Effluent Testing )
4. Sludge Management Plan
We will complete our fourth set of second species toxicity testing during the first week of January 2011 and
intend to submit Part E of this application as an amendment to this application by January 31, 2011. Once
again, I apologize for my failure to submit this application by the modified deadline. It has and will
continue to be our goal to meet all permit requirements.
Respectfully,
ta-A- QA-e
Kenneth W. Fail
Wastewater Superintendent
strong roots • new growth

FACILITY NAME AND PERMIT NUMBER:
South Harnett Regional WWTP, NC0088366
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Cape Fear 03-06-14
FORM
2A NPDES FORM 2A. APPLICATION OVERVIEW
NPDES •
APPLICATION OVERVIEW
Form 2A has been developed in a modular foirmat and consists. of a "Basic'Apphcation. Information" packet
and a'"Supplemental Application Information" packet The Basic Application Information packet is divided
into two parts. All applicants must complete Parts A andrC. Applicants with a design flow greater than or
equal to 0.1 mgd must also complete Part BSome applicants, must also complete the Supplemental
Application Information packet. The following items explain .which parts of Form 2A you must complete.
BASIC APPLICATION INFORMATION:
A. Basic Application Information for all Applicants. All applicants must complete questions A.1 through A.8. A treatment works
that discharges effluent to surface waters of the United States must also answer questions A.9 through A.12.
B. Additional Application Information for Applicants with a Design Flow Z 0.1 mgd. All treatment works that have design flows
greater than or equal to 0.1 million gallons per day must complete questions B.1 through B.6.
C. Ce'rtification. 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 (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 hydraulic7or organic
capacity of the treatment plant; or L
C. Is designated as an SIU by the control authority.
JAN 4 2011
G. Combined Sewer Systems. A treatment works that has a combined sewer system must com plea a Part G (Combined Sewer
Systems). ®S(V-V1,34TITT.1 ;
LL;APPLICANTS MUST COMPLETE PART (CERTIFICATION)
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 1 of 22

FACILITY NAME AND PERMIT NUMBER:
South Harnett Regional WWTP, NC0088366
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Cape Fear 03-06-14
BASIC APPLICATION INPORMATION: ` . = <;
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 South Harnett Regional WWTP
. Mailing Address 3324 Shady Grove Road
Spring Lake, NC 28390
Contact Person Kenneth Fail
Title Wastewater Supervisor, ORC
Telephone Number [phone]
Facility Address 3324 Shady Grove Road
(not P.O. Box) Spring Lake, NC 28390
A.2. Applicant Information. If the applicant is different from the above, provide the following:
Applicant Name Harnett CountyDepartment of Public Utilities
• Mailing Address PO Box 1119 (mailing); 308 W. Duncan Street (physical)
Lillington, NC 27546
Contact Person Rodney M. Tart . •
Title Director
Telephone Number [phone] .
Is the applicant the owner or operator (or both) of the treatment works?
® owner • ® operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant.
❑ facility ® 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 NC-0088366 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
South Central District (Phase 1) 14,000 separate county
Carolina Lakes/Hwv87 Corridor 5,000 separate county
Fort Bragg/Pope AFB/NTA 81,000 separate federal (military base)
Town of Spring Lake 8,000 separate municipal
Total population served 108,000
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 2 of 22

FACILITY NAME AND PERMIT NUMBER:
South Harnett Regional VVWTP, NC0088366
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Cape Fear 03-06-14
A.5. Indian Country.
a. Is the treatment works located in Indian Country?
❑ Yes ® No
b. Does the treatment works discharge to a receiving water that is either in Indian Country or that is upstream from (and eventually flows
through) Indian Country?
❑ Yes ® No
A.6. Flow. Indicate the design flow rate of the treatment plant (i.e., the wastewater flow rate that the plant was built to handle). Also provide the
average daily flow rate and maximum daily flow rate for each of the last three years. Each year's data must be based on a 12-month time period
with the 12th month of "this year" occurring no more than three months prior to this application submittal.
a. Design flow rate 15.0 mgd
Two Years Aqo Last Year This Year (2009)
b. Annual average daily flow rate NOT IN OPERATION NOT IN OPERATION 0.480 mqd
c. Maximum daily flow rate NOT IN OPERATION NOT IN OPERATION 1.248 mqd
A.7. Collection System. Indicate the type(s) of collection system(s) used by the treatment plant. Check all that -apply. Also estimate the percent
contribution (by miles) of each.
® Separate sanitary sewer 100
❑ Combined storm and sanitary sewer N/A
A.8. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? ® 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
/
one (001)
N/A
iii. Combined sewer overflow points N/A
iv. Constructed emergency overflows (prior to the headworks) N/A
v. Other N/A
b. Does the treatment works discharge effluent to basins, ponds, or other surface impoundments
that do not have outlets for discharge to waters of the U.S.? ❑ Yes
If yes, provide the following for each surface impoundment:
Location: N/A
N/A
® No
Annual average daily volume discharge to surface impoundment(s) - N/A mgd
Is discharge
❑ continuous or ❑ intermittent?
c. Does the treatment works land -apply treated wastewater? ❑ Yes ® No
If yes, provide the following for each land application site:
Location: N/A
Number of acres: N/A
Annual average daily volume applied to site:
Is land application
N/A - mgd
❑ continuous or ❑ intermittent?
d. . Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works?
❑ Yes ® No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 3 of 22

FACILITY NAME AND PERMIT NUMBER:
South Harnett Regional WWTP, NC0088366
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Cape Fear 03-06-14
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).
N/A
If transport is by a party other than the applicant, provide:
Transporter Name N/A
Mailing Address NIA
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
Mailing Address N/A
NIA
Contact Person N/A
Title N/A
Telephone Number (N/A)
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. 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): 0 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
Annual daily volume disposed by this method: N/A
Is disposal through this method 0 continuous or 0 intermittent?
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
i
Page 4 of 22

FACILITY NAME AND PERMIT NUMBER:
South Harnett Regional VVVVTP, NC0088366
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Cape Fear 03-06-14
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 near Spring Lake: approx. 2,000 feet upstream of Elliott Bridge Road crossing of LLR 28302
(City or town, if applicable) (Zip Code)
Hamett (not in Spring Lake town limits) NC
(County) (State)
35°13'49"N 78°53'00"W
(Latitude) (Longitude)
c. Distance from shore (if applicable) N/A ft.
d. Depth below surface (if applicable) N/A ft.
e. Average daily flow rate 0.480 mgd
f. Does this outfall have either an intermittent or a periodic discharge? 0 Yes ® No (go to A.9.g.)
If yes, provide the following information:
Number f times per year discharge occurs: N/A
Average duration of each discharge: N/A
Average flow per discharge: N/A mgd
Months in which discharge occurs: N/A
g. Is outfall equipped with a diffuser? 0 Yes ® No
A.10. Description of Receiving Waters.
a. Name of receiving water Lower Little River (LLR)
b. Name of watershed (if known) Cape Fear River Sub -Basin 03-06-14
United States Soil Conservation Service 14-digit watershed code (if known): 03030004090010
c. Name of State Management/River Basin (if known): Cape Fear River Sub -Basin 03-06-14
United States Geological Survey 8-digit hydrologic cataloging unit code (if known): 03030004
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/1 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:
South Harnett Regional VWVfP, NC0088366
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Cape Fear 03-06-14
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply. •
❑ Primary 0 Secondary
❑ Advanced ® Other. Describe: Tertiary
b. Indicate the following removal rates (as applicable):
Design BOD5 removal or Design CBOD5 removal 97
Design SS removal 97
Design P removal 85
Design N removal 85 %
Other
c. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe:
UV
If disinfection is by chlorination is dechlorination used for this outfall? ❑ Yes 0 No
Does the treatment plant have post aeration? ® Yes 0 No
A.12. Effluent Testing Information. All Applicants that discharge to waters of the US must provide effluent testing data for the following
parameters. Provide the indicated effluent testing required by the permitting authority for each outfall through which effluent is
discharged. Do not include information on combined sewer overflows in this section. All information reported must be based on data
collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of
40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analyses not addressed by 40 CFR Part 136. At a
minimum, effluent testing data must be based on at least three samples and must be no more than four and one-half years apart.
Outfall number: 001
' PARAMETER' :.
. MAXIMUM DAILY VALUE =• .: '
` = AVERAGE 'DAILY VALUE
`' Value "• '
. ,,Unite •: ,'
Vaiue,
: Units
. Number of Samples, ;
pH (Minimum)
6.20
s.u.
a= '
`s
pH (Maximum)
7.81
s.u.
Flow Rate
1.248
mgd
0.480
mgd
513
Temperature (Winter)
19.50
°C
12.66
°C
149
Temperature (Summer)
29.10
°C
26.06
°C
359
* For pH please report a minimum and a maximum daily value "
P'a=;:i
a.
:.. -
. •
,MAXIMUM.DAILYr:=
i:-$S.;AVERAGE
'-,;DICHARGE:•.:
,.: _'`sr.
-
DAILY:DISCHARGE F'4
: :_ — ,,- _�_-s
''-:-i• �•±
'
•cANALYTICALOLLUTANT
METHOD ,;
-,.. ;.'MIJMDL-" '
Conc.
+`Units
Cone.
Units„
Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN
BOD5
81.00
mg/L
.88
mg/L
354
SM 5210 B
<2.0
DEMAND (Report one)
CBOD5
FECAL COLIFORM
104
g/100mL
0.96
g/100mL
120
SM 9222 D
<1
TOTAL SUSPENDED SOLIDS (TSS)
16
mg/L
1.04
mg/L
120
SM 540 D
<1
- 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:
South Harnett Regional WWTP, NC0088366
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Cape Fear 03-06-14
BASIC APPLICATION INFORMATION
PART B. ADDITIONAL APPLICATION INFORMATION FOR`APPLICANTS WITH A DESIGN FLOW:GREATER THAN OR
EQUAL TO 0.1,IVIGD (100,000 gallons per: day).'
All applicants with a design flow rate >_ 0.1 mgd must answer questions B.1 through 8.6. All others go to Part C (Certification).
B.1. Inflow and Infiltration. Estimate the average number of gallons per day
50,000+ gpd Design Q gpd
that flow into the treatment works from inflow and/or infiltration.
pipe; Carolina Lakes, Hwy-87 corridor are in good condition
Briefly explain any steps underway or planned to minimize inflow and infiltration.
South Central collection system is approx. 75% newly installed
relative to I&I. Harnett County has implemented aggressive I&I reduction campaigns in each of these areas and continues
to reduce I&I tributary to their respective treatment facilities.
is new construction; I&I
The primary outfall and transmission from Fort Bragg WWTP to South Harnett Regional WWTP
should be minimal.
maintained'and compliant with their respective current NPDES
Fort Bragg and Spring Lake collection systems are properly
permits.
area extending at least one mile beyond
(You may submit more than one map if
WWTPI
facility property boundaries. This
one map does not show the entire
other structures through which
boundaries of the treatment
Recovery Act (RCRA) by truck, rail,
stored, and/or disposed.
all bypass piping and all
including disinfection (e.g.,
points and approximate daily flow
all proiect maps related to South
B.2. Topographic Map. Attach to this application a topographic map of the
map must show the outline of the facility and the following information.
area.) (see EAA Appendix B for all proiect maps related to South Harnett
a. The area surrounding the treatment plant, including all unit processes.
b. The major pipes or other structures through which wastewater enters
treated wastewater is discharged from the treatment plant. Include
c. Each well where wastewater from the treatment plant is injected underground.
d. Wells, springs, other surface water bodies, and drinking water wells
works, and 2) listed in public record or otherwise known to the applicant.
e. Any areas where the sewage sludge produced by the treatment works
f. If the treatment works receives waste that is classified as hazardous
or special pipe, show on the map where the hazardous waste enters
B.3. Process Flow Diagram or Schematic. Provide a diagram showing the
backup power sources or redundancy in the system. Also provide a water
chlorination and dechlorination). The water balance must show daily average
rates between treatment units. Include a brief narrative description of the
Harnett WWTPI
the treatment works and the pipes or
outfalls from bypass piping, if applicable.
that are: 1) within mile of the property
is stored, treated, or disposed.
under the Resource Conservation and
the treatment works and where it is treated,
processes of the treatment plant, including
balance showing all treatment units,
flow rates at influent and discharge
diagram. (see EAA Appendix B for
and effluent quality) of the treatment works the responsibility of a
and describe the contractor's responsibilities (attach additional
B.4. Operation/Maintenance Performed by Contractor(s).
Are any operational or maintenance aspects (related to wastewater treatment
contractor? 0 Yes ® No
If yes, list the name, address, telephone number, and status of each contractor
pages if necessary).
Name: N/A
Mailing Address: N/A
N/A
Telephone Number: . (N/A)
Responsibilities of Contractor: N/A
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.
•
N/A
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:
South Harnett Regional WWTP, NC0088366
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Cape Fear 03-06-14
c. If the answer to B.5.b is "Yes," briefly describe, including new maximum daily inflow rate (if applicable).
N/A
d. Provide dates imposed by any compliance schedule or any actual dates of completion for the implementation steps listed below, as
applicable. For improvements planned independently of local, State, or Federal agencies, indicate planned or actual completion dates, as
applicable. Indicate dates as accurately as possible.
Schedule Actual Completion
Implementation Stage MM/DD/YYYY MM/DD/YYYY
- Begin Construction _ / / / /
- End Construction / / / /
- Begin Discharge / / / /
- Attain Operational Level / / / /
e. Have appropriate permits/clearances conceming other Federal/State requirements been obtained? ® Yes ❑ No
Describe briefly: Expansion is underway. Awaiting ATO
•
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 analyses not addressed by 40 CFR Part 136. At a minimum effluent testing data must be
based on at least three pollutant scans and must be no more than four and on -half years old.
•
Outfall Number: 001
POLLUTANT'
MAXIMUM DAILY;
DISCHARGE
AVERAGE DAILY DISCHARGE
-
ANALYTICAL
METHOD
=
ML/MDL
.Conc.
Units
Conc.
Units
Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N)
7.49
mg/L
0.09
mg/L
360
SM 4500
<1.0
CHLORINE (TOTAL
RESIDUAL, TRC)
N/A (UV)
N/A (UV)
N/A (UV)
N/A (UV)
N/A (UV)
N/A (UV)
N/A (UV)
DISSOLVED OXYGEN
12.8
mg/L
8.31
mg/L
392
SM 4500
N/A
TOTAL KJELDAHL
NITROGEN (TKN)
7.67
mg/L
1.47
mg/L
17
EPA 351.2
<0.02
NITRATE PLUS NITRITE
NITROGENmg/L
22.56
2.44
mg/L
13
SM 4500
<0.1
OIL and GREASE
<5
mg/I
<5
mg/l
2
EPA 1664a
<5
PHOSPHORUS (Total)
5.1
mg/L
3.11
mg/L
17'
EPA 365.4
<0.04
TOTAL DISSOLVED SOLIDS
(TDS)
379
Mg/I
312
mg/l
2
SM 2540c
<10
OTHER
END OF PARTB. _"'
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:
South Harnett Regional VVWTP, NC0088366
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Cape Fear 03-06-14
BASIC APPLICATION INFORMATION IO' ` = : , :. = -
PART C. CERTIFICATION . ..
All applicants must complete the Certification Section. Refer to instructions to determine who is an officer for the purposes of this
certification. All applicants must complete all applicable sections of Form 2A, as explained in the Application Overview. Indicate below which
parts of Form 2A you have completed and are submitting. By signing this certification statement, applicants confirm that they have reviewed
Form 2A and have completed all sections that apply to the facility for which this application is submitted.
Indicate which parts of Form 2A you have completed and are submitting:
•
® Basic Application Information packet Supplemental Application Information packet:
® Part D (Expanded Effluent Testing Data)
® Part E (Toxicity Testing: Biomonitoring Data)
❑ Part F (Industrial User Discharges and RCRA/CERCLA Wastes)
❑ Part G (Combined Sewer Systems)
ALL. APPLICANTS MUST COMPLETE THE FOLLOWING. CERTIFICATION.: ..
I certify under penalty of law that this document and at 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 Steve Ward, Dir ctor, Hare County Department of Public Utilities
Signature
Telephone number [phone]
Date signed /2 —30 —/ 0
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

FACILITYNAME
5Ou ) ,. ILr!'1,-t.
AND PERMIT NUMBER: /f( 0 b 1236 (r,
14 /C i ems," t'Jw(P
PERMIT ACTION REQUESTED:
12-ei1-e4,0CL /
RIVER BASIN:
er:-p-e ' ?or b 5' -e6 -l'/
SUPPLEMENTAL APPLICATION, INFORMATION ' V ; ;;':
5
,`. ;,.'; P . '
PART D. EXPANDED EFFLUENT TESTING DATA: ;;.' ;.
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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
to have) a pretreatment program, or is otherwise required by the permitting authority
pollutants. Provide the indicated effluent testing information and any other information
has a design flow greater than or equal to 1.0 mgd or it has (or is required
to provide the data, then provide effluent testing data for the following
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
other appropriate QA/QC requirements for standard methods for analytes not
any data you may have on pollutants not specifically listed in this form. At a
scans and must be no more than four and one-half years old.
Outfall number. (1U I (Complete once for each outfall
data must comply with QA/QC requirements of 40 CFR Part 136 and
addressed by 40 CFR Part 136. Indicate in the blank rows provided below
minimum, effluent testing data must be based on at least three pollutant
discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE . :
. .
AVERAGE DAILY'DISCHARGE •. •'
• POLLUTANT .
.
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Number
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Use this space (or a separate sheet) to provide information on other metals requested by the permit writer
•
EPA Fomi 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 10 of 22

FACILITY NAME AND PERMIT NUMBER:
�Ov11\_ 10n1-c it /21/eT«.:I iu tdrP, Ne Ob??366
PERMIT ACTION REQUESTED:
f2
RIVER BASIN:
eii)40e4-' 63-6.6-/e{
Outfall number: if, 3 ( I (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE -
'AVERAGE DAILY DISCHARGE
POLLUTANT
Conc.
Units
Mass
Units
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Mass
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Number
of
Samples
ANALYTICAL
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EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 11 of 22

FACILITY NAME AND PERMIT NUMBER:
<o-0A. /- ri if 0-5/aret.l A)01P NC GC Z73G 6
PERMIT ACTION REQUESTED:
j6.i•-evi-49,--/
RIVER BASIN:
eere ke.,,-- n� oG H
Outfall number- OO 1 (Complete once for each outfall
discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
POLLUTANT
Conc.
-
Units
-' -- -
Mass
.Units
Conc:
-
' Units
-
- Mass
-
Units
-
- Number
of:
Samples -
ANALYTICAL
METHOD
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compounds requested by the permit writer
ACID -EXTRACTABLE COMPOUNDS
P-CHLORO-M-CRESOL
2-CHLOROPHENOL
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BASE -NEUTRAL COMPOUNDS
ACENAPHTHENE
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EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 12 of 22

FACILITY NAME AND PERMIT NUMBER:
SO(1i1� (yCkr11.ptil21'�(n+ck-htiLu A Oo?7_34 d
PERMIT ACTION REQUESTED:
JZe.A.eui0,1
RIVER BASIN:
? ka,c 036.6 /"
1
Outfall number. 00 ( - (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT
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c AVERAGE DAIL)DISCHARGE -;°.
• -
MUMDL
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;-Units,
Mass
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,Conc
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16
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 13 of 22

FACILITY NAME AND PERMIT NUMBER:
'I
�,vu& %1(4elI byerµ-l' iftd7 DUC OGZ73e
PERMIT ACTION REQUESTED:
4 Ae►da-1
RIVER BASIN:
.ic e tee,.f e3-GL'-/L/
Outfall number. (50 / (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT
MAXIMUM,DAILY DISCHARGE
AVERAGE'DAILY,DISCHARGE
MLIMDL
Conc.
Units
Mass
Units
Conc.
Units
Mass
' Units
'
Number
of
Samples
ANALYTICAL
• ; METHOD
FLUORANTHENE
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Use this space (or a separate sheet) to provide information on other pollutants (e.g , pesticides) requested by the permit writer
.:REFERTO THE -A .P_LIC I.I
..; , -
END OF,:PART D. • •I•
TION .QYER V IEW ( AGE .1.) .TO ETE i INE.WH
:" OF.rORm. A YO J MUS�T-COK.PLE :. :.., . .�:
CH OTHER PARTS .
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 14 of 22

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Harnett County Public Utilities — South Regional WWTP
State Grid/Ouad: G23NW/Manchester Latitudel 35° 13' 49"
Longitude: 78° 53' 00"
Receiving Stream: Little River Drainage Basin: Cape Fear River
Stream Class: C Sub -Basin: 03-06-14
North
et,
NPDES Permit No. NC0088366
Harnett County
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Harnett
COUNTY
NORTH CAROLINA
December 29, 2010
NCDENR,
NPDES Permitting Unit
1617 Mail Service Center
512 North Salisbury Street
Raleigh, NC 27699-1617
Subject: Sludge Management Narrative
South Harnett Regional WWTP
NPDES # NC0088366
Dear Sir or Madam:
\\. _ Clew
AWWA p
MEMBER
WR
Public Utilities Department
www.harnett.arg
PO Box 1119
308 West Duncan Street
Lillington, NC 27546-1119
South Harnett Regional WWTP is currently operating under the original permit for 5 mgd and currently has
a 1.0 million gallon aerobic digester. Our sludge contractor (Synagro Southeast) is currently working with
the non -discharge unit on a major modification to the county's Residual Land Application Program WQ
#0007066 adding approximately 900 acres and increasing the permitted dry tonnage to 1500 dry tons/year.
This facility has been added as a source already. Our expansion to 15 mgd has included the construction
and implementation of a gravity thickener, a 3 meter belt press and the Shwing Bioset Lime Stabilization
process equipment. Upon completion of these upgrades the South Harnett facility will have the following 3
options for managing its waste sludge.
1. Processing Class A Biosolids
2. Thickening of sludge to 4% for direct land application of Class B biosolids
3. Thickening of sludge to 4% for pump and haul to our 12 million gallon sludge lagoon located
at our North Harnett Regional facility. (Emergency Option)
If you require any further information or clarification in this matter, please feel free to contact me >
Respectfully,
Kenneth W. Fail
WWTP's Supt.
HCDPU
910.890.0767 (cell)
910.893.2424 Ext. 6470 (office)
ph: 910-893-7575 -
fax: [phone]
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