NC0026921_Permit Issuance_20041025

NPDES DOCUMENT SCANNING COVER :SK►IEET
NPDES Permit:
NC0026921
Parkton WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
October 25, 2004
This document is printed on reuse paper - ignore any
content on the rezterse side

WA rF Michael F. Easley
O��.RQ Governor
G William G. Ross, Jr., Secretary
r
--i North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P.E., Director
Division of Water Quality
Mayor Robert Adams
Town of Parkton
P.O. Box 55
Parkton, North Carolina 28371
October 25, 2004
Subject: Issuance of NPDES Permit NO3026921
Parkton WWTP
Robeson County
Dear Mayor Adams:
Division personnel have reviewed and approved your application for renewal of the subject permit.
Accordingly, we are forwarding the attached NPDES discharge permit. This permit is issued pursuant to the
requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North
Carolina and the U.S. Environmental Protection Agency dated May 9,1994 (or as subsequently amended).
This final permit includes no major changes from the draft permit sent to you on August 18, 2004.
> The requirement to submit an Engineering Alternatives Analysis (EAA) has a deadline of May 29, 2005.
> The effective date for the Total Residual Chlorine limit is May 1, 2006.
If any parts, measurement frequencies or sampling requirements contained in this perniit are unacceptable to
you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of
this letter. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North
Carolina 27699-6714). Unless such demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division may require
modification or revocation and reissuance of the permit. This permit does not affect the legal requirements to obtain
other permits which may be required by the Division of Water Quality or permits required by the Division of Land
Resources, the Coastal Area Management Act or any other Federal or Local governmental permit that may be
required. If you have any questions concerning this permit, please contact Charles Weaver at telephone number (919)
733-5083, extension 511.
cc: Central Files
Fayetteville Regional Office/Water Quality Section
NPDES Unit
Aquatic Toxicology Unit
N. C. Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Internet: h2o.enr.state.nc.us
Sincerely,
3R1GINAL SIGNED BY
SUSAN A. \NILSON
Alan W. Klimek, P.E.
Phone: [phone]
fax: [phone]
DENR Customer Service Center..1 800 623-7748

Permit NC0026921
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance wirth the provision of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended, the
Town of Parkton
is hereby authorized to discharge wastewater from a facility located at the
Parkton WWTP
NCSR 1724
southeast of Parkton
Robeson County
to receiving waters designated as Dunns Marsh in the Lumber River Basin in
accordance with effluent limitations, monitoring requirements, and other conditions
set forth in Parts I, II, III and IV hereof.
This permit shall become effective December 1, 2004.
This permit and authorization to discharge shall expire at midnight on July 31, 2009.
Signed this day October 25, 2004.
ORIGINAL SIGNED BY
,t ISAN A. WILSON
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0026921
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked. As of this
permit issuance, any previously issued permit bearing this number is no longer effective. Therefore, the exclusive
authority to operate and discharge from this facility arises under the permit conditions, requirements, terms, and
provisions included herein.
The Town of Parkton is hereby authorized to:
1. Continue to operate an existing 0.2 MGD wastewater treatment facility with the
following components:
• Manual bar screen
• Two oxidation ditches operated in parallel treatment trains
• Two clarifiers with flow directed to a Parshall flume and flow meter
• Step-down post -aeration
• Aerated sludge digester with sludge drying beds
• Post -chlorination
This facility is located at the Parkton WWTP, on NCSR 1724 southeast of Parkton
in Robeson County.
2. Discharge from said treatment works at the location specified on the attached map
into Dunns Marsh, classified C-Swamp waters in the Lumber River Basin.

DISCHARGE POINT
PARKTON WASTEWATER TREATMENT PLANT
NC0026921
DUNN'S MARSH
Latitude: 34°53'02"
Longitude: 78°59'59"
Quad # H23NW
Stream Class: C-Swamp
Subbasin: 30753
Receiving Stream: Dunns Marsh
NC0026921
Parkton WWTP
SCALE 1 :24000

Permit NC002692 1
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on December 1, 2004 and lasting until expiration, the Permittee is authorized to
discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below:
PARAMETER
LIMITS'
MONITORING: REQUIREMENTS
MonthlyWeekly'
Y'
Average,
Daily.Measurement
_Maximum:
Frequency
Sample
- .: Type
Sam leLocation1
p
Flow
0.2 MGD
Continuous
Recording
Influent or Effluent
BOD, 5 day (202C)2
(April 1- October 31)
15.0 mg/L
22.5 mglL
Weekly
Composite
Influent & Effluent
BOD, 5 day (20°C)2
(November 1- March 31)
24.0 mg/L
36.0 mg/L
Weekly
Composite
Influent & Effluent
Total Suspended Solids2
30.0 mg/L
45.0 mglL
Weekly
Composite
Influent & Effluent
NH3 as N (April 1- October 31)
5.0 mg/L
15.0 mg/L
Weekly
Composite
Effluent
NH3 as N (November 1,- March 31)
9.0 mglL
27.0 mglL
Weekly
Composite
Effluent
Dissolved 0xygen3
Weekly
Grab
Effluent
Dissolved Oxygen
Weekly
Grab
U & D
Fecal Coliform (geometric mean)
2001100 ml
400/100 ml
Weekly
Grab
Effluent
Total Residual Chlorine4
17 pg/L
2iWeek
Grab
Effluent
Total Nitrogen I
(NO2+NO3+TKN)
Quarterly
Composite
Effluent
Total Phosphorus
Quarterly
Composite
Effluent
Temperature (2C)
Daily
Grab
Effluent, U & D
Chronic Toxicity5
Quarterly
Composite
Effluent
Conductivity
Weekly
Grab
Effluent
Total Mercury6
Quarterly
Grab
Effluent
pH6
>6.0 and <9.0 standard units
2/Month
Grab
Effluent
Footnotes:
1. U: Dunns Marsh upstream from the outfall at NCSR 1725. D: Little Marsh Swamp downstream from the
outfall at U.S. Highway 301.
2. The monthly average BOD5 and Total Suspended Solids concentrations shall not exceed 15% of the respective
influent values (85% removal).
3. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/L.
4. Limit takes May 1, 2006. Until then, the permittee shall monitor TRC [with no effluent limit).
5. Chronic Toxicity (Certodaphnia) P/F at 90%: January, April, July & October (see A. (4)).
6. Samples must be analyzed by EPA Method 1631.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
A. (2) MERCURY REOPENER
The Division may re -open this permit to require mercury load limitations, mercury minimization plans,
and/or source water characterization following completion of the Phase 2 Mercury TMDLs for the
Lumber and Waccamaw River watersheds.
A. (3) ENGINEERING ALTERNATIVES ANALYSIS [EAA1 REQUIREMENT
No later than May 29, 2005, the permittee shall submit a detailed analysis of all available means to
dispose of this facility's wastewater. This EAA shall be prepared in compliance with the Division's
guidance document for EAAs.
If no EAA is submitted, the Division may reopen and modify this permit to increase monitoring
frequencies or change the effluent limits as necessary to protect the receiving stream.

Permit NC0026921
A. (4) CHRONIC TOXICITY PERMIT LIMIT (quarterly)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to
Ceriodaphnia dubia at an effluent concentration of 90%.
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in the "North
Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or
"North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent
versions. The tests will be performed during the months of January, April, July & October. Effluent sampling
for this testing shall be performed at the NPDES permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below the
permit limit, then multiple -concentration testing shall be performed at a minimum, in each of the two
following months as described in "North Carolina Phase II Chronic Whole Effluent Toxicity Test
Procedure" (Revised -February 1998) or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest
concentration having no detectable impairment of reproduction or survival and the lowest concentration that does
have a detectable impairment of reproduction or survival. The definition of "detectable impairment," collection
methods, exposure regimes, and further statistical methods are specified in the "North Carolina Phase II Chronic
Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TGP3B for the
pass/fail results and THP3B for the Chronic Value.
Additionally, DWQ Form AT-3 (original) is to be sent to the following address:
NC DENR / DWQ / Environmental Sciences Branch
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch no later than 30
days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate signature.
Total Residual Chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is
required, the permittee will complete the information located at the top of the aquatic toxicity (AT) test
form indicating the facility name, permit number, pipe number, county, and the month/year of the report
with the notation of "No Flow" in the comment area of the form. The report shall be submitted to the
Environmental Sciences Branch at the address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be
required during the following month.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division
of Water quality indicate potential impacts to the receiving stream, this permit may be re -opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an
invalid test and will require immediate follow-up testing to be completed no later than the last day of the month
following the month of the initial monitoring.
A. (5) SLUDGE MONITORING REQUIREMENTS
The permittee shall monitor the sludge generated by this facility for mercury.
❖ Sludge samples shall be collected on a semi-annual basis.
❖ The laboratory detection limit for mercury in sludge samples is 0.1 mg/Kg (dry weight basis).
+ Results of the sludge monitoring, once received by the permittee, shall be appended to the next
DMR form submitted to the Division.

ROBESON COUNTY
NORTH CAROLINA
•
cm(mala .60ll.ma 14.-ymmatok.b'
Associate Editor, of THE ROIBESONIAN, a news-
paper published in Robeson County, N. C., being
tiu,iv sworn, sav that ac the time the attached
sauce was cuoiisne:~ in THE ROBESONIAN, said
newspaper met all of the requirements and quali-
fications prescribed by North Carolina General
Statute 1-597; that said newspaper had a general
circulation to actual paid subscribers; and, was
admitted to the United States mail as second
class matter in Robeson County, N. C.; and fur-
ther, that the attached notice was published in
THE ROBESONIAN once a week for con-
secutive weeks on the following issue dates
V<*/1(tin AliNa
Mttneeigeislidos:Associate Editor
2a
Sworn to an bscribed b
, ore me
this the+ / davof �d/�/�/ 2061%"
My commission expires:
NQIARY BLIC
7 2k2
PUBLIC NOTICE
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT •
COMMISSION/NPDES UNIT
1617 MAIL SERVICE CENTER •
RALEIGN, NC 27699.1617
NOTIFICATION OF INTENT TO IS-
SUE A NPDES WASTEWATER PER-
MIT
On the basis of thorough stall review
and application of NC General Statute
143.21, Public law 92-500 and other
lawful standards and regulations, the
North Carolina Environmental Manage.
mans Commission proposes to issue a
National Pollutant Discharge Elimina-
tion System (NPDES) wastewater dis-
charge permit to the person(s). listed
below effective 45 days from the pub-
fish date ol this notice.
Written comments regarding the pro-
posed permit will be accepted until 30
days after the publish date ol this no:
Ike. All comments 'received prior to
that dale are considered in the final de-
terminations regarding the proposed
permit. The Director of the NC Division
of Water Quality may decide to hold a
public meeting for the proposed permit
should the Division receive a significant
degree of public interest
b�
Copies c1 the draft permit and other
supporting information on file used to
determine conditions present in the,
draft permit are available upon request
and payment of the costs of reproduc-
tion. Mail comments andlor requests
for information to the NC Division of
Water Quality at the above address or
call Ms. Carolyn Bryant at (919) 733-
6067, extension 520., Please include
the NPDES permit number (attached)
in any communication. Interested per-
sons may also visit the Division of Wa-
ter Quality at 512 N. Salisbury Street,
Raleigh, NC 27604-1148 between the
hours, al 8:00 a.m. and 5:00 p.m. to re-
view information on lee.
The Twin of St. Paull (P.O. Box 364,
5t. Pains, NC 28384) has applied for
renewal of permit N00020095 for its
WWTP in Robeson County. This per-
mitted laoddy discharges treated do-
mestic wastewater to Big Marsh
Swamp in the Lumber River Basin,
Currently BOO, ammonia nitrogen, fe-
cal. caflorm and total residual chlorine
are water quality .liinited. This dis-
charge may affect future allocations in
this portion ol the Lumber River Basin.
The Town of Padden (P.O. Box 55,
Parkton, NC 283711 has applied for re-
newal of permit N00026921 for its
WWTP in Robeson County. This per-
mitted facility discharges heated do-
mestic wastewater to Dunns Marsh in
the Lumber River Basin. Currently,
BOD, ammonia nitrogen, fecal conform
and total residual chlorine area air
quality limited. This ,discharge Y
lect future altocations.in this portion of
) the Lumber River Basin.
Aug. 23 NCDE-082304

Draft Permit reviews (2)
Subject: Draft Permit reviews (2)
From: John Giorgino <[e-mail]>
Date: Mon, 30 Aug 2004 14:22:06 -0400
To: Charles Weaver <[e-mail]>
Hi Charles, I have reviewed the following Draft Permits:
NC0020729 (Fair Bluff WWTP): no comments.
NC0026921 (Parkton WWTP): no comment.
-John
John Giorgino
Environmental Biologist
North Carolina Division of Water Quality
Aquatic Toxicology Unit
Mailing Address:
1621 MSC
Raleigh, NC 27699-1621
Office: 919 733-2136
Fax: [phone]
Email: [e-mail]
Web Page: http://www.esb.enr.state.nc.us
1 of 1 8/31/2004 11:07 AM

TRC Limit Calculation
N C0026921
Total Residual Chlorine
s7Q10 (CFS)
0
DESIGN FLOW (MGD)
0.2
DESIGN FLOW (CFS)
0.31
STREAM STD (UG/L)
17.0
UPS BACKGROUND LEVEL (pg/L)
0
IWC (%)
100.00
Allowable Concentration (dug/L)
17.00
TRC standard requires limits of
17-28 pg/L
8/17/2004

FACT SHEET FOR EXPEDITED RENEWAL
Permit Number
Nccc; ?2. /
Facility Name
Plti" /S7/7yj
Reviewer
Cleedoc-/i
Basin/Sub-basin
�4 /Z 3i 7 3
Receiving Stream
P /' /A
{.l�n5�/ll�
Stream Classification in permit
.�
Stream Classification in BIMS
i/
Is the stream impaired (listed on 303(d))?
Ala ��-per/tr ✓izvel,er `lu07h bees-
z
Is stream monitoring required?
Ye-l� 2
Do they need NH3 limit(s)?
y . fcgnci (S) 07# y at))Do
they need TRC limit(s)?
%S ,/ /7 /L
Do they have whole -effluent toxicity testing?
ye ,
Are there special conditions?
YC5 51Ge c( e-, 07 r, , fic &.
Any obvious compliance concerns?
WS - �u <'C'%6}14
Existing Expiration Date
i/3/%il
Proposed Expiration Date
-7 /31107
Miscellaneous Comments:
IlacMcV
I
L fit(' ; /
i// 2 (4 f/7 M7 4 T Cc-rnzc-f77i- , 'xe( S�i7iz7" I-Y
/
A `t":,
, 77/4 U_," . GA f)p.le/;tlernd/6re-Y7 TY : e-4-#L /01
//it re '7716 fl
q/4t/C3 [ n Ic°Y4 t (e 4 .
.s-h
If expedited, is this a simpler permit or a more difficult o)?

Water Quality Section/Point Source Branch
NPDES Unit
September 4, 2003
MEMORANDUM
To: NPDES Unit Staff
From: Toya Fields
Subject: Summary of 7/24/03 Lumber River Basin Meeting
Potential Permit Modifications Needed for Assessed Facilities (August 1999- May 2003).
NC0005762 West Point Stevens, Inc
The Wagram plant does not provide chlorination. As a result the permittee had multiple civil
assessments for violations over the two-year period. One whole effluent toxicity violation and
seven fecal limit violations (including one for fecal and pH) were recorded. Their fines totaled
$6526.99.
Recommended action: Compel chlorination and dechlorination.
NC0020729 Town of Fair Bluff
This facility has incurred civil assessments for limit violations of flow, fecal, TRC, and BOD.
Fines total $6901.73 (reduced to $3151.73). Concerns include are grease accumulations in the
plant, I/I, grit, and reduced retention time. This facility has had a sewer moratorium since 7/98
due to I/I problems. Their fecal violations can be attributed to inadequate CI feed equipment.
Recommended action: Place wastewater management plan (WWMP) requirement in permit.
Specifically require a facilities assessment and an optimization plan for grit removal/disposal and
chlorination. Also add oil and grease monitoring.
NC0044725 Laurinburg-Maxton Airport Commission
This facility has had civil assessments for limit violations totaling $2701.91. All three
assessments were for fecal coliform levels. Though the plant upgrades are complete, the WWTP
failed a 3/01 toxicity test.
Recommended action: Require WWMP, specifically a Biosolids Management Plan.
NC0026921 Town of Parkton
Facility has been assessed civil assessments for whole effluent toxicity and limit violations on
eleven occasions. Causes of limit violations were fecal, TRC, BOD and Hg. The assessments total
$26,075.45. Fayetteville Regional Office continues to work with the ORC. The facility has
received a CWMTF grant for I/I.
The facility may be connecting to Red Springs (NC0025577).
* Connection to Fayetteville PWC WWTP is another possibility.
Recommended action: Add EAA requirement.

NC0049514 Pilkington North America Inc
Permittee has been assessed for civil violations on eight separate occasions. The limit violations
were for TP, O&G, pH, and TSS. Fines total $7798.20. The facility is investigating the cause of
their oil and grease problems and have discussed connecting to LMAC (NC0044725).
Recommended action: Place EAA requirement in permit. The Facility needs to evaluate the
possibilityllof connecting to LMAC.
NC0021881 Town of Lake Waccamaw
Permittee has had three civil assessments for fecal limit violations, one of which also included a
violation of NH3N limits. The town has been fined for $2121.65. An unsatisfactory sludge storage
capacity at the plant contributes to loss of solids during heavy rain events. In 2001 the sludge
buildup was observed in the receiving stream. The permittee was also non -compliant with its
toxicity limit in 12/02 and 2/03, and there are I/I problems within the collection system.
Recommended action: Require WWMP, specifically call a Biosolids Management Plan.
q P Y g
City Ci y of Whiteville
This facility has been assessed for civil violations of whole effluent toxicity on four occasions.
Penalties total $9102.72. An ATC was issued in 2/03 for the installation of a grit removal facility
(plant experienced problems with sand accumulation). Two letters sent in 2/03 and 4/03
expressed' concerns regarding the structural integrity of the plant's aeration and oxidation ditches.
The system also has problems with Zn from a SIU (Conflande) and associated storm water issues.
Recommended action: Require WWMP, specifically a Biosolids Management Plan.
9 P Y g
NC0020656 Laurinburg Leiths Creek
This permittee has not violated its permit requirements.
Recommended action: Require WWMP, specifically a Biosolids Management Plan.

Town of Parkton
Post Office Box 55
Parkton, North Carolina 28371
Phone:[phone] Fax: [phone]
January 26, 2004
NPDES Permitting Unit
N.C.D.E.N.R./D.W.Q.
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: NPDES Permit Renewal Application
Permit # NC0026921
Town of Parkton
Dear Permitting Unit,
Attached please find three (3) copies of the referenced permit renewal packages
for the Town of Parkton Wastewater Treatment Plant (NC0026921).
Should you have any questions or concerns while reviewing the enclosed, feel
free to contact Mr. Griffin Cox, P.E. of Hobbs, Upchurch and Associates at (910)-
692-5616 or our Wastewater Superintendent, Mr. Roy Lowder at (910)-858-3360.
Sincerely,
Town of Parkton
Robert Adams, Mayor
464.4
attachment (3 copies of Form 2A)
cc: Roy Lowder, Town of arkton; (w/1 copy of Form 2A)
Griff Cox, Hobbs, Upchurch and Associates, (w/1 copy of Form 2A)

MEW
17/0.1
AW
A.,
A_
r+
101111
FACILITY NAME AND PERMIT NUMBER:
Town of Parkton WWTP , NC0026921
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Lumber River
SUPPLEMENTAL APPLICATION INFORMATION
PART F.INDUSTRIAL USER DISCHARGES AND RCRA/CERCLA WASTES,
All treatment works receiving discharges from significant industrial users
complete part F.
GENERAL INFORMATION:
or which receive RCRA,CERCLA,
ot, an approved pretreatment program?
Users (Gills). Provide the number
or other remedial wastes must
of each of the following types of
questions F.3 through F.8 and
F.1. Pretreatment program. Does the treatment works have, or is subject
❑ Yes tEl No
F.2. Number of Significant Industrial Users (SIUs) and Categorical Industrial
industrial users that discharge to the treatment works.
a. Number of non -categorical Sills. 0
b. Number of CIUs. 0
SIGNIFICANT INDUSTRIAL USER INFORMATION:
to the treatment works, copy
Supply the following information for each SIU. If more than one SIU discharges
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name:
Mailing Address:
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
F.5. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s):
Raw material(s):
F.6. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into
day (gpd) and whether the discharge is continuous or intermittent.
gpd ( continuous or intermittent)
the collection system in gallons per
discharged into the collection system
b. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow
in gallons per day (gpd) and whether the discharge is continuous or intermittent.
gpd ( continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits 0 Yes 0 No
b. Categorical pretreatment standards 0 Yes 0 No
If subject to categorical pretreatment standards, which category and subcategory?
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 18 of 21

FACILITY NAME AND PERMIT NUMBER:
Town of Parkton WWTP , NC0026921
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Lumber River
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g.,
upsets, interference) at the treatment works in the past three years?
❑ Yes ® No If yes, describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck, rail or dedicated pipe?
❑ Yes ® No (go to F.12)
F.10. Waste transport. Method by which RCRA waste is received (check all that apply):
0 Truck ❑ Rail 0 Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount (volume or mass, specify units).
EPA Hazardous Waste Number Amount Units
CERCLA (SUPERFUND) WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION
WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediation Waste. Does the treatment works currently (or has it been notified that it will) receive waste from remedial activities?
❑ Yes (complete F.13 through F.15.) ® No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates (or is excepted to origniate in
the next five years).
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if
known. (Attach additional sheets if necessary.)
F.15. Waste Treatment.
a. Is this waste treated (or will be treated) prior to entering the treatment works?
❑ Yes ❑ No
If yes, describe the treatment (provide information about the removal efficiency):
b. Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous 0 Intermittent If intermittent, describe discharge schedule.
END OF PART F.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 19 of 21

NCu026921
pH readings
1
(s.u.)
Parkton WWTP - Robeson County, NC
Flow Rate (MGD)
1
DMR Data Jul-00 Thru Jul-03
Summer and Winter Temps. (°C)
Month
Average
Min
Max
Jul-00
7.1
7.2
Aug-00
Sep-00
Oct-00
6.6
7.3
Nov-00
6.4
7.3
Dec-00
6.5
7.01
Jan-01
6.2
7.4
Feb-01
6.1
6.8
Mar-01
6
6.3
Apr-01
6.5
6.7
May-01
6.2
6.5
Jun-01
6.5
6.7
Jul-01
6.5
6.7
Aug-01
6.1
6.8
Sep-01
6.40
6.80
Oct-01
6.20
6.40
Nov-01
6.10
7.10
Dec-01
,
Jan-02
6.01
9.44
Feb-02
6.00
6.50
Mar-02
6.00
6.70
Apr-02
6.00
6.40
May-02
6.20
7.00
Jun-02
6.00
6.30
Jul-02
6.00
6.20
Aug-02
6.00
6.40
Sep-02
6.40
7.00
Oct-02
6.30
7.00
Nov-02
6.50
6.70
Dec-02
6.50
6.60
Jan-03
6.20
7.00
Feb-03
6.50
8.10
Mar-03
6.50
6.80
Apr-03
6.80
6.90
May-03
7.00
7.40
Jun-03
6.80
7.20
Jul-03
6.80
7.50
Min/Max
6.00
9.44
Month
Average
Min
Max
Jul-00
0.051
0.068
0.081
Aug 00
Sep-oo
Oct-00
0.085
0.066
0.108
Nov-00
0.081
0.051
0.117
Dec-00
0.09
0.054
0.136
Jan-01
0.095
0.05
0.16
Feb-01
0.116
0.049
0.202
Mar-01
0.177
0.108
0.371
Apr-01
0.12
0.053
0.259
May-01
0.084
0.036
0.119
Jun-01
0.08
0.028
0.143
Jul-01
0.062
0.01
0.235
Aug-01
0.07
0.037
0.148
Sep-01
0.0337
0.0260
0.0560
Oct-01
0.0268
0.0160
0.1710
Nov-01
0.0200
0.0120
0.0320
Dec-01
Jan-02
0.0500
0.0140
0.1790
Feb-02
0.0800
0.0410
0.1500
Mar-02
0.0700
0.0380
0.1100
Apr-02
0.1500
0.0290
0.2280
May-02
0.0500
0.0290
0.0800
Jun-02
0.0400
0.0150
0.0720
Jul-02
0.0600
0.0270
0.1180
Aug-02
0.0400
0.0200
0.0890
Sep-02
0.0400
0.0150
0.0830
Oct-02
0.0700
0.0390
0.1600
Nov-02
0.1100
0.0350
0.2090
Dec-02
0.1300
0.0800
0.2280
Jan-03
0.1300
0.0800
0.2220
' Feb-03
0.1900
0.0870
0.3550
Mar-03
0.3300
0.1580
0.5000
Apr-03
0.2800
0.1420
0.5320
May-03
0.1900
0.0830
0.4900
Jun-03
0.2700
0.0720
0.4340
Jul-03
0.2800
0.1240
0.4810
Average
0.1103
Month
Average
Min
Max
Jul-00
23.70
21.00
27.00
Aug-00
Sep-00
'.-t-51Mg14;
'* 4,';
Oct-00
17.70
13.00
21.00
Nov-00
14.00
10.00
20.00
Dec-00
13.70
10.00
16.00
Jan-01
11.60
11.00
12.00
Feb-01
14.50
12.00
19.00
Mar-01
15.00
13.00
16.00
Apr-01
18.00
14.00
21.00
May-01
20.00
18.00
22.00
Jun-01
24.00
23.00
25.00
Jul-01
24.00
23.00
25.00
Aug-01
24.40
24.00
25.00
Sep-01
22.90
19.00
24.00
Oct-01
19.04
16.00
21.00
Nov-01
18.00
14.00
20.00
- -
Jan-02
10.00
4.00
16.00
Feb-02
11.00
8.00
20.00
Mar-02
13.00
8.00
17.00
Apr-02
17.00
11.00
23.00
May-02
19.00
16.00
23.00
Jun-02
28.00
20.00
32.00
Jul-02
29.00
25.00
30.00
Aug-02
27.00
24.00
30.00
Sep-02
24.00
22.00
27.00
Oct-02
21.00
16.00
25.00
Nov-02
16.00
13.00
22.00
Dec-02
12.00
8.00
16.00
Jan-03
11.00
5.00
14.00
Feb-03
11.00
9.00
14.00
Mar-03
14.00
10.00
18.00
Apr-03
16.00
13.00
20.00
May-03
20.00
18.00
24.00
Jun-03
23.00
18.00
25.00
Jul-03
25.00
23.00
27.00
Avg/Min/Max
13.2/22.1
4.0/11.0
22.0/32.0

BUL)5
(mgll)
Fecal Coliform (#/100 ml)
)
)
)
TSS
)
Month
Average
Min
Max
Jul-00
3.7
2
5.9
Aug-00
2.5
2
3
Sep-00
Oct-00
2
2
2
Nov-00
3.32
2
6.4
Dec-00
2.6
2
4.2
Jan-01
2
2
2
Feb-01
2
2
2
Mar-01
3.975
2
6.9
Apr-01
5.8
4.6
8.3
May-01
8.2
2
10.52
Jun-01
4.7
2
7
Jul-01
3.23
2.00
4.60
Aug-01
5.64
2.90
7.90
Sep-01
3.87
3.00
5.30
Oct-01
6.22
2.00
18.00
Nov-01
6.00
4.10
9.40
Dec-01
Jan-02
7.70
4.20
22.00
Feb-02
4.35
2.00
6.00
Mar-02
5.03
4.00
6.00
Apr-02
5.60
3.00
7.00
May-02
8.60
6.00
18.00
Jun-02
5.08
2.00
8.00
Jul-02
5.50
3.00
14.00
Aug-02
3.70
3.00
5.00
Sep-02
3.93
3.00
5.00
Oct-02
4.36
3.00
7.00
Nov-02
3.38
2.00
5.00
Dec-02
2.60
2.00
3.00
Jan-03
5.28
2.00
10.00
Feb-03
8.88
5.00
18.00
Mar-03
16.94
4.00
34.00
Apr-03
5.35
2.00
12.00
May-03
3.35
2.00
5.00
Jun-03
2.02
2.00
2.10
Jul-03
2.20
2.00
3.00
Average
4.8
Month
Average
Min
Max
Jul-00
36
2
870
Aug-00
175
2
4000
Sep-00
11
1
5100
Oct-00
10.7
3
110
Nov-00
5.9
1
600
Dec-00
126.5
1
490
Jan-01
8.7
7.8
9.6
Feb-01
3.25
1
9
Mar-01
2.8
1
8
Apr-01
5
1
61
May-01
5
1
13
Jun-01
_ 36
1
1800
Jul-01
5.24
1.00
21.00
Aug-01
9.68
1.60
39.00
Sep-01
20.60
6.00
470.00
Oct-01
4.44
1.00
29.00
Nov-01
1.10
1.00
2.00
Dec-01
...�:
Jan-02
1050.00
1.00
6700.00
Feb-02
3.00
1.00
7.00
Mar-02
3.00
1.00
17.00
Apr-02
120.00
5.00
620.00
May-02
2.00
1.00
3.00
Jun-02
2.00
20.00
1.00
Jul-02
7.00
460.00
1.00
Aug-02
100.00
1.00
500.00
Sep-02
2.00
1.00
4.00
Oct-02
7.00
1.00
35.00
Nov-02
7.00
1.00
12.00
Dec-02
8.00
17.00
1.00
Jan-03
6.00
1.00
16.00
Feb-03
11.00
1.00
6000.00
Mar-03
85.00
3.00
7200.00
Apr-03
6.00
1.00
560.00
May-03
4.00
1.00
12.00
Jun-03
1.00
1.00
3.00
Jul-03
1.00
1.00
1.00
Average
52.6
Month
Average
Min
Max
Jul-00
8
1
16
Aug-00
5.6
1.8
9.5
Sep-00
5.2
1
84
Oct-00
4.8
1.6
6.7
Nov-00
6.88
1
19
Dec-00
8.1
2.1
12
Jan-01
5.4
2.3
7.7
Feb-01
3
3.8
1
Mar-01
10.25
3.5
20
Apr-01
22.9
4.6
55
May-01
3.65
1.6
4.2
Jun-01
4.2
1
6.8
Jul-01
1.63
1.00
2.30
Aug-01
0.55
0.04
2.29
Sep-01
10.20
2.30
21.00
Oct-01
4.14
2.20
5.60
Nov-01
4.20
1.80
7.90
Dec-01
Jan-02
7.98
4.00
12.00
Feb-02
9.10
4.00
21.00
Mar-02
4.03
3.00
5.00
Apr-02
6.43
2.00
17.00
May-02
2.06
4.00
1.00
Jun-02
3.65
3.00
4.00
Jul-02
7.68
4.00
11.00
Aug-02
8.30
2.00
16.00
Sep-02
6.15
2.00
17.00
Oct-02
4.58
2.00
10.00
Nov-02
4.08
1.00
8.00
Dec-02
4.36
2.00
11.00
Jan-03
9.18
4.00
19.00
Feb-03
7.18
4.00
10.00
Mar-03
14.76
8.00
24.00
Apr-03
9.98
4.00
22.00
May-03
5.45
3.00
9.00
Jun-03
4.16
3.00
8.00
J u I-03
15.00
11.00
19.00
Average
6.7

1 Ammonia
(mg/I)
1
Total Chlorine Residual
1
1
Dissolved
1 1 1
Month
Average
Min
Max
Jul-00
1.075
1
1.3
Aug-00
0.14
1
0.42
Sep-00
0.375
0.09
1.29
Oct-00
0.628
0.04
1.41
Nov-00
0.272
0.04
1.03
Dec-00
2.6
2
4.2
Jan-01
0.06
0.04
0.16
Feb-01
0.08
0.04
0.19
Mar-01
1.1
0.04
2.56
Apr-01
0.9
0.04
2.55
May-01
0.6
0.04
1.57
Jun-01
0.62
0.14
1.44
Jul-01
2.21
0.04
4.60
Aug-01
0.55
0.04
2.29
Sep-01
0.23
0.20
0.30
Oct-01
0.11
0.04
0.21
Nov-01
0.23
0.05
0.62
Dec-01
Jan-02
1.65
0.07
7.49
Feb-02
0.40
0.15
0.82
Mar-02
0.08
0.04
0.17
Apr-02
1.24
0.04
2.94
May-02
1.66
0.00
7.58
Jun-02
0.06
0.04
0.11
JuI-02
0.09
0.04
0.24
Aug-02
4.42
0.04
17.20
Sep-02
0.56
0.04
2.09
Oct-02
0.09
0.04
0.17
Nov-02
0.63
0.04
2.32
Dec-02
0.34
0.08
1.10
Jan-03
0.68
0.32
1.06
Feb-03
1.07
0.29
1.53
Mar-03
1.09
0.05
2.75
Apr-03
0.24
0.19
0.30
May-03
0.35
0.07
1.02
Jun-03
0.18
0.06
0.34
Jul-03
0.15
0.07
0.27
Average
0.7
Month
Average
Min
Max
Jul-00
0.34
0.05
2
Aug-00
5.6
1.8
9.5
Sep-00
5.2
1
8.4
Oct-00
4.8
1.6
6.7
Nov-00
1.3
0.1
2.2
Dec-00
0.9
0.2
1.5
Jan-01
1.2
0.3
2.2
Feb-01
0.9
0.6
1.4
Mar-01
1.08
0.02
2.2
Apr-01
0.029
0.01
0.08
May-01
0.03
0.01
0.07
Jun-01
4.2
1
6.8
Jul-01
0.08
0.01
0.19
Aug-01
0.32
0.02
2.20
Sep-01
0.24
0.01
0.47
Oct-01
0.22
0.03
1.30
Nov-01
0.20
0.01
1.20
Dec-01
Jan-02
0.48
0.01
2.00
Feb-02
0.20
0.00
0.80
Mar-02
0.03
0.00
0.11
Apr-02
0.06
0.00
0.31
May-02
0.15
0.05
0.32
Jun-02
0.53
0.04
2.20
Jul-02
0.07
0.03
0.18
Aug-02
0.07
0.03
0.12
Sep-02
6.15
2.00
17.00
Oct-02
0.03
0.02
0.05
Nov-02
0.11
0.01
0.36
Dec-02
0.16
0.01
1.00
Jan-03
0.26
0.00
0.70
Feb-03
0.22
0.01
0.50
Mar-03
0.11
0.01
0.30
Apr-03
0.06
0.02
0.10
May-03
0.13
0.03
0.30
Jun-03
0.05
0.02
0.08
Jul-03
0.05
0.03
0.08
Average
1.0
02 (mg/I)
Month
Average
Min
Max
Jul-00
7.8
6.5
9.2
Aug-00
8.9
8.1
9.9
Sep-00
9.4
6.9
11.9
Oct-00
7.9
5.6
10.2
Nov-00
5.86
4
8
Dec-00
8.67
8.4
8.9
Jan-01
8.7
7.8
9.6
Feb-01
8
7.5
8.4
Mar-01
6.9
4.6
8.6
Apr-01
22.9
4.6
6.7
May-01
3.96
0.3
7
Jun-01
3.4
0.5
5.3
Jul-01
3.53
0.40
5.60
Aug-01
3.26
0.50
4.80
Sep-01
4.52
2.70
6.90
Oct-01
1.84
0.60
3.50
Nov-01
0.50
0.40
0.50
Dec-01
Jan-02
7.96
7.30
8.30
Feb-02
7.93
7.80
7.93
Mar-02
8.05
7.90
8.20
Apr-02
6.93
2.00
17.00
May-02
6.98
6.50
8.10
Jun-02
Jul-02
6.22
5.10
6.80
Aug-02
6.58
6.10
7.10
Sep-02
6.60
6.40
6.80
Oct-02
6.56
5.80
7.20
Nov-02
6.50
5.80
6.80
Dec-02
6.98
6.40
8.20
Jan-03
7.13
6.70
8.00
Feb-03
8.10
7.60
8.80
Mar-03
7.58
7.00
8.40
Apr-03
7.68
7.20
8.30
May-03
7.50
7.10
7.90
Jun-03
7.67
7.40
8.00
Jul-03
7.55
7.00
8.00
Average
7.0

1
TKN
1 6 1 1 1 1 1 1 1 1
Phosphorus (mg/I)
Mercury
(nigh )
1
Month
Average
Min
Max
Jul-00
Aug-00
12.9
Sep-00
Oct-00
9.29
Nov-00
Dec-00
Jan-01
11.74
Feb-01
Mar-01
Apr-01
5.53
May-01
Jun-01
Jul-01
5.33
Aug-01
Sep-01
Oct-01
20.49
Nov-01
Dec-01
Jan-02
18.76
Feb-02
Mar-02
Apr-02
8.10
May-02
Jun-02
Jul-02
12.94
Aug-02
Sep-02
Oct-02
20.77
Nov-02
Dec-02
Jan-03
5.46
Feb-03
Mar-03
Apr-03
3.83
May-03
Jun-03
Jul-03
5.44
Average
10.8
Month
Average
Min
Max
Jul-00
Aug-00
1.7
Sep-00
Oct-00
0.92
Nov-00
Dec-00
Jan-01
0.55
Feb-01
Mar-01
Apr-01
1.09
May-01
Jun-01
Jul-01
1.34
Aug-01
Sep-01
Oct-01
2.91
Nov-01
Dec-01
Jan-02
3.00
Feb-02
Mar-02
Apr-02
0.09
May-02
Jun-02
Jul-02
2.47
Aug-02
Sep-02
Oct-02
3.00
Nov-02
Dec-02
Jan-03
1.00
. Feb-03
Mar-03
Apr-03
1.00
May-03
Jun-03
Jul-03
1.00
Average
1.5
Month
Average
Min
Max
Jul-00
Aug-00
0.2
Sep-00
Oct-00
0.2
Nov-00
Dec-00
Jan-01
0.2
Feb-01
Mar-01
Apr-01
0.2
May-01
Y
Jun-01
Jul-01
0.20
Aug-01
Sep-01
Oct-01
0.20
Nov-01
Dec-01
Jan-02
0.20
Feb-02
Mar-02
Apr-02
0.20
May-02
Jun-02
Jul-02
0.20
Aug-02
Sep-02
Oct-02
0.20
Nov-02
Dec-02
Jan-03
0.20
Feb-03
Mar-03
Apr-03
0.20
May-03
Jun-03
Jul-03
0.20
Average
0.2

1— I — • t
•
•
•
1.� ,1. Cem(.1 `_
s 11
'\; Hughes
L '$
4 _ " — .... _ :Strip 9y
a.- - - ._ N._ . _ - •= y, , ` — `� . �4
/ Y/' --' gym" _ s• �.... -" ^--)
,. S _as
a. dF
8° W
,
.95
t.
Name: HOPE MILLS
Date: 9/17/2003
Scale: 1 inch equals 2000 feet
Location: 034° 53' 02.7" N 079° 00' 05.0" W
Copyright (C) 1997, Maptech, Inc.

1
NOTE:
INFORMATION TAKEN FROM I.4AP P
PAUL M. VAN CAMP ASSOC., IN JANUARY, 1957.
PFORCEJ),N
ROPOSED PUMP STATION
AQW. USE
ABANDON 15" SANITARY SEWER OUTFALL 0 TNBS MANHOLE
ADDm0NAL INFORMATION FROM AE
OGRAPH WOOLPERT CONSULTANTS.
/
L
LEXISTING
OUTFALL,
I —POND DAM
KEY:
EXISTING OUTFALL �--�
SELECTED ALTR.�FORCE MAIN (8500 lF)----
ALTR.»GRAVfTY SEWER (5000 LF) ----
WASTEWATER
TREATMENT
PLANT SITE
EXiSflNG
PUMP STATION
FIGURE 2
soMMY stwpt nwroa
TOWN OF PARKTON
PARKTON NORTH CMOURic
1• " woo. maw& isaa
ROSE be PURCE1141963
FAmTMLI, K.G
NOT FOR CONSTRUCTION

Town of Parkton
Long Term Sewer Master Plan
Fencellne 250' @ 10'
Asphalt Drive
1•\
Parking Lot
Operations Building
Fin. Floor =124.0
30' Clarifier
Clarifier ill
W.L Elev a 126.0'
Top of Walla 127.5'
Clarifier #2
W.L. Elev a 123.0'
Top of Walla 124.5'
Effluent Parahall Flume
Top of Wall =123.0'
Chlorine Contact Tank
Top of Wall 122.0'
Dechlorinatlon
Equipment
Structure
•
MH
Top Elev =122.0'
MH #3
Top Elev 120.6'
Fenceline 300' @ 10'
SplltterBox
Top of Weir EL =128.5'
Top of Wall EL =129.5'
Oxidation Ditch #2
W.L Bev= 124.0'
Bottom Bev =120.0'
Aerobic Digester
W.L Elev a 129.0'
Top of Wall =131.0'
IIuu
Sludge) Drying Beds
Top of Exterior Walla 121.5'
Top of Send a 119.0'
30'Aerobic Digester
Well & Pumphouse
Appendix E
Town of Parkton
Ex. Wastewater
Treatment Plant
Asphalt Turn -Around Apron
C�.nrofino won'r.A 411'